BID TABULATIONS DECEMBER 21, 2011 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following projects have been rejected: ORDER NO. PROJECT K59 (NFO)PM05-965-088,N501 K71 (NFO)0685-086-041,M501 K44 (NFO)0001-043-R18, C501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : 101 -1 TABULATION OF BIDS CALL ORDER : 101 CONTRACT ID : CM112LM98002 COUNTIES : LEE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : LM1A-961-F13, N501 FED # NONE CONTRACT DESCRIPTION: LATEX OVERLAY FROM: VARIOUS LOCATIONS IN LEE CO. TO: SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 433,520.02 100.0000% ==================================================================================================================================== |( 1 ) S026 |( ) |( ) |SLURRY PAVERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16145 1725.530 TON | 197.62000 340999.24| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0020 24265 LUMP| 15000.00000 15000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54032 107514.000 LF | 0.47000 50531.58| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54217 598.000 EA | 30.15000 18029.70| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0050 54550 11946.000 LF | 0.75000 8959.50| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 433,520.02| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,520.02| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 102 -1 TABULATION OF BIDS CALL ORDER : 102 CONTRACT ID : CM112SSA98001 COUNTIES : DICKENSON RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SCOTT CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS1A-961-F13, N501 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS LOCATIONS IN DICKENSON, RUSSELL AND SCOTT CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,157,935.45 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 1,251,395.38 108.0713% ==================================================================================================================================== |( 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 16130 603405.000 SY | 1.89000 1140435.45| 2.01920 1218395.38| EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0020 24265 LUMP| 17500.00000 17500.00| 33000.00000 33000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | SECTION TOTALS | $ 1,157,935.45| $ 1,251,395.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,157,935.45| $ 1,251,395.38| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 204 -1 TABULATION OF BIDS CALL ORDER : 204 CONTRACT ID : C00098646N01 COUNTIES : SALEM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/29/12 COMPLETION DATE PROJECT(S) : (NFO)LM2A-962-F12,P401 FED # NH-962-2(059) CONTRACT DESCRIPTION: LATEX MIX - INTERSTATE ROUTES WITHIN SALEM DISTRICT FROM: VARIOUS TO: VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 904,390.11 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 910,804.11 100.7092% ==================================================================================================================================== |( 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 8945.000 LB | 2.80000 25046.00| 1.95000 17442.75| NS PAVEMENT PAVEMENT CRACK SEAL TYPE B | | | 0020 16145 2912.640 TON | 207.87000 605450.48| 182.00000 530100.48| LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 16200.00000 16200.00| 65000.00000 65000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 175037.000 LF | 0.05000 8751.85| 0.24000 42008.88| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54024 4311.000 LF | 0.46000 1983.06| 0.46000 1983.06| TYPE A PAVEMENT LINE MARKING 8" | | | 0060 54034 175037.000 LF | 0.80000 140029.60| 0.80000 140029.60| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0070 54037 4311.000 LF | 1.60000 6897.60| 1.80000 7759.80| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0080 54040 75.000 LF | 2.50000 187.50| 3.00000 225.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0090 54105 170523.000 LF | 0.54000 92082.42| 0.58000 98903.34| ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 204 -2 TABULATION OF BIDS CALL ORDER : 204 CONTRACT ID : C00098646N01 COUNTIES : SALEM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 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 54106 1152.000 SF | 3.30000 3801.60| 3.10000 3571.20| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0110 54300 18.000 EA | 220.00000 3960.00| 210.00000 3780.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 904,390.11| $ 910,804.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 904,390.11| $ 910,804.11| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 205 -1 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : C00098656N01 COUNTIES : SALEM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/29/12 COMPLETION DATE PROJECT(S) : (NFO)LM2E-962-F12,P401 FED # STP-962-2(060) CONTRACT DESCRIPTION: LATEX MIX - PRIMARY ROUTES WITHIN SALEM DISTRICT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 772,174.13 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 828,895.01 107.3456% ==================================================================================================================================== |( 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 2845.260 TON | 181.59000 516670.76| 188.00000 534908.88| LATEX MOD. EMULSION TREAT. TYPE C | | | 0020 24265 LUMP| 12447.00000 12447.00| 50000.00000 50000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 153988.000 LF | 0.14000 21558.32| 0.15000 23098.20| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54032 79073.000 LF | 0.47000 37164.31| 0.47000 37164.31| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54034 74915.000 LF | 0.70000 52440.50| 0.70000 52440.50| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0060 54037 38716.000 LF | 0.94000 36393.04| 0.92000 35618.72| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0070 54040 130.000 LF | 2.20000 286.00| 2.10000 273.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0080 54042 40.000 LF | 11.00000 440.00| 11.00000 440.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0090 54105 173346.000 LF | 0.50000 86673.00| 0.50000 86673.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 205 -2 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : C00098656N01 COUNTIES : SALEM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 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 54106 964.000 SF | 3.30000 3181.20| 3.10000 2988.40| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0110 54300 6.000 EA | 220.00000 1320.00| 215.00000 1290.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0120 54401 2.000 EA | 1800.00000 3600.00| 2000.00000 4000.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 772,174.13| $ 828,895.01| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 772,174.13| $ 828,895.01| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 206 -1 TABULATION OF BIDS CALL ORDER : 206 CONTRACT ID : C00098657N01 COUNTIES : SALEM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/12/12 COMPLETION DATE PROJECT(S) : SS2A-962-F12,P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL - SECONDARY ROUTES WITHIN SALEM DISTRICT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,657,731.03 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 1,673,922.05 100.9767% ==================================================================================================================================== |( 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 16120 978608.000 SY | 1.58500 1551093.68| 1.57360 1539937.55| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 35000.00000 35000.00| 66000.00000 66000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 279945.000 LF | 0.23000 64387.35| 0.22000 61587.90| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54040 50.000 LF | 9.00000 450.00| 8.40000 420.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0050 54042 60.000 LF | 11.00000 660.00| 10.08000 604.80| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54106 390.000 SF | 6.00000 2340.00| 4.62000 1801.80| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54401 2.000 EA | 1900.00000 3800.00| 1785.00000 3570.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 1,657,731.03| $ 1,673,922.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,657,731.03| $ 1,673,922.05| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 307 -1 TABULATION OF BIDS CALL ORDER : 307 CONTRACT ID : CM312LMA101257 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO)LM3A-963-F12, N501 FED # STP-PM03(251) LM3A-963-F12, N501 FED # NONE (NFO)LM3A-963-F12, N501 FED # STP-PM03(252) CONTRACT DESCRIPTION: LATEX SCHEDULE HALIFAX COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,451,364.23 100.0000% ==================================================================================================================================== |( 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 10505 544.300 TON | 238.13000 129614.16| | NS PAVEMENT PAVEMENT LMET W/FIBERS | | | 0020 16145 6005.430 TON | 174.06000 1045305.15| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 22720.00000 22720.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 327640.000 LF | 0.21000 68804.40| | TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54022 30890.000 LF | 0.33000 10193.70| | TYPE A PAVEMENT LINE MARKING 6" | | | 0060 54024 1175.000 LF | 0.69000 810.75| | TYPE A PAVEMENT LINE MARKING 8" | | | 0070 54032 258542.000 LF | 0.51000 131856.42| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0080 54034 3960.000 LF | 0.95000 3762.00| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 307 -2 TABULATION OF BIDS CALL ORDER : 307 CONTRACT ID : CM312LMA101257 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 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 54042 1193.000 LF | 7.00000 8351.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0100 54100 200.000 LF | 4.80000 960.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | RAISED RUMBLE STRIP | | | 0110 54100 2010.000 LF | 0.55000 1105.50| | NS PAVEMENT MARKING PAVEMENT MARKING | | | TEMP MARKING | | | 0120 54101 1.000 EA | 2000.00000 2000.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | SCHOOL ZONE | | | 0130 54105 3541.000 LF | 0.95000 3363.95| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0140 54106 1934.000 SF | 5.80000 11217.20| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0150 54300 4.000 EA | 235.00000 940.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0160 54402 4.000 EA | 2100.00000 8400.00| | NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING STOP AHEAD | | | 0170 54404 2.000 EA | 980.00000 1960.00| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,451,364.23| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,451,364.23| $ 1,673,922.05| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 308 -1 TABULATION OF BIDS CALL ORDER : 308 CONTRACT ID : CM312SSA101258 COUNTIES : PRINCE EDWARD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS3A-963-F12, N501 FED # NONE SS3A-963-F12, N501 FED # NONE CONTRACT DESCRIPTION: SLURRY SCHEDULE - LYNCHBURG DISTRICT PRINCE EDWARD & CHARLOTTE COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 188,945.31 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 211,216.76 111.7872% ==================================================================================================================================== |( 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 16130 88716.000 SY | 2.06440 183145.31| 2.26810 201216.76| EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0020 24265 LUMP| 5800.00000 5800.00| 10000.00000 10000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | SECTION TOTALS | $ 188,945.31| $ 211,216.76| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,945.31| $ 211,216.76| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 406 -1 TABULATION OF BIDS CALL ORDER : 406 CONTRACT ID : CM412SS4A99002 COUNTIES : RICHMOND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS4A-964-F12, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL SCHEDULE DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 2,601,565.13 100.0000% ==================================================================================================================================== |( 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 16120 1448193.000 SY | 1.59000 2302626.87| | EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 16161 106280.000 SY | 1.61000 171110.80| | MODIFIED SINGLE SEAL | | | 0030 24265 LUMP| 49486.00000 49486.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 52237.000 LF | 0.20000 10447.40| | TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54032 27200.000 LF | 0.60000 16320.00| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0060 54034 1248.000 LF | 3.20000 3993.60| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0070 54042 303.000 LF | 11.00000 3333.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54105 78302.000 LF | 0.28000 21924.56| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0090 54106 791.000 SF | 5.50000 4350.50| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 406 -2 TABULATION OF BIDS CALL ORDER : 406 CONTRACT ID : CM412SS4A99002 COUNTIES : RICHMOND LETTING DATE : 12/21/11 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54300 5.000 EA | 135.00000 675.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0110 54310 1.000 EA | 200.00000 200.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0120 54401 2.000 EA | 1100.00000 2200.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0130 54550 74487.000 LF | 0.20000 14897.40| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 2,601,565.13| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,601,565.13| $ 211,216.76| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 407 -1 TABULATION OF BIDS CALL ORDER : 407 CONTRACT ID : CM412LM4A98977 COUNTIES : RICHMOND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO) LM4A-964-F12, P401 FED # STP-PM04(356) CONTRACT DESCRIPTION: LATEX MODIFIED SCHEDULE DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 3,717,505.41 100.0000% ==================================================================================================================================== |( 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 130426.000 LB | 2.03000 264764.78| | NS PAVEMENT PAVEMENT TY A CRACK SEALANT | | | FILLER | | | 0020 16145 6848.410 TON | 194.15000 1329618.80| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 16161 9680.000 SY | 2.05000 19844.00| | MODIFIED SINGLE SEAL | | | 0040 16325 1891.700 TON | 219.78000 415757.83| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | FLEXIBLE MICRO SURFACING TY C | | | 0050 16325 4963.880 TON | 161.00000 799184.68| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D PATCH | | | 0060 16515 36802.780 SY | 5.22000 192110.51| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCH (ABOVE 2" - 4") | | | 0070 24265 LUMP| 32870.00000 32870.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0080 54032 636859.000 LF | 0.48000 305692.32| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 407 -2 TABULATION OF BIDS CALL ORDER : 407 CONTRACT ID : CM412LM4A98977 COUNTIES : RICHMOND LETTING DATE : 12/21/11 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 54034 63675.000 LF | 0.64000 40752.00| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0100 54037 3010.000 LF | 1.10000 3311.00| | TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0110 54042 300.000 LF | 10.00000 3000.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0120 54105 664042.000 LF | 0.30000 199212.60| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0130 54106 11960.000 SF | 3.30000 39468.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0140 54300 104.000 EA | 135.00000 14040.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0150 54310 2.000 EA | 165.00000 330.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0160 54400 1.000 EA | 550.00000 550.00| | PAVEMENT MESSAGE MARK. "ONLY" | | | 0170 54401 7.000 EA | 1100.00000 7700.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0180 54404 2.000 EA | 440.00000 880.00| | PAVE. MESSAGE MARK. R/R CROSSING | | | 0190 54550 284817.000 LF | 0.17000 48418.89| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 3,717,505.41| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,717,505.41| $ 211,216.76| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 504 -1 TABULATION OF BIDS CALL ORDER : 504 CONTRACT ID : CM512LMA99969 COUNTIES : SOUTHAMPTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : LM5A-087-602, P401 FED # NONE CONTRACT DESCRIPTION: FRANKLIN RESIDENCY 2012 LATEX SLURRY SEAL SCHEDULE SOUTHAMPTON COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,062,917.52 100.0000% ==================================================================================================================================== |( 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 15898.000 LB | 2.28000 36247.44| | NS PAVEMENT PAVEMENT CRACK SEALANT | | | 0020 15309 6494.000 SY | 29.33000 190469.02| | NS PAVEMENT PAVEMENT ASPHALT PATCHING | | | 0030 16145 3488.820 TON | 173.49000 605275.38| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0040 24265 LUMP| 13500.00000 13500.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54032 99543.000 LF | 0.42000 41808.06| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0060 54034 91528.000 LF | 0.60000 54916.80| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0070 54042 161.000 LF | 3.30000 531.30| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54105 191071.000 LF | 0.41000 78339.11| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0090 54106 842.000 SF | 3.30000 2778.60| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 504 -2 TABULATION OF BIDS CALL ORDER : 504 CONTRACT ID : CM512LMA99969 COUNTIES : SOUTHAMPTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 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 54217 584.000 EA | 26.00000 15184.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0110 54300 23.000 EA | 100.00000 2300.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0120 54401 2.000 EA | 275.00000 550.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0121 54550 191071.000 LF | 0.11000 21017.81| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,062,917.52| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,062,917.52| $ 211,216.76| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 505 -1 TABULATION OF BIDS CALL ORDER : 505 CONTRACT ID : CM512SSA99981 COUNTIES : SOUTHAMPTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS5A-046-612, P401 FED # NONE SS5A-087-603, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL SCHEDULE GREENSVILLE, ISLE OF WIGHT, SOUTHAMPTON AND SUSSEX SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,028,908.73 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 1,232,653.89 119.8021% ==================================================================================================================================== |( 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 16120 510332.000 SY | 1.52000 775704.64| 1.75800 897163.66| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 22200.00000 22200.00| 35000.00000 35000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54032 238823.000 LF | 0.47000 112246.81| 0.57000 136129.11| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54042 678.000 LF | 5.30000 3593.40| 5.50000 3729.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54105 242094.000 LF | 0.27000 65365.38| 0.43000 104100.42| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0060 54106 2030.000 SF | 5.30000 10759.00| 4.40000 8932.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54300 2.000 EA | 110.00000 220.00| 110.00000 220.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 505 -2 TABULATION OF BIDS CALL ORDER : 505 CONTRACT ID : CM512SSA99981 COUNTIES : SOUTHAMPTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54310 2.000 EA | 200.00000 400.00| 220.00000 440.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0090 54401 3.000 EA | 300.00000 900.00| 330.00000 990.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0100 54404 7.000 EA | 525.00000 3675.00| 440.00000 3080.00| PAVE. MESSAGE MARK. R/R CROSSING | | | 0101 54550 225630.000 LF | 0.15000 33844.50| 0.19000 42869.70| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,028,908.73| $ 1,232,653.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,028,908.73| $ 1,232,653.89| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 506 -1 TABULATION OF BIDS CALL ORDER : 506 CONTRACT ID : CM012SS5C99655 COUNTIES : ACCOMACK NORTHAMPTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS5C-001-618, P401 FED # NONE SS5C-001-619, P401 FED # NONE CONTRACT DESCRIPTION: SLURY SEAL SCHEDULE 2012 ACCOMACK, NORTHAMPTON SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 741,457.57 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 828,018.39 111.6744% ==================================================================================================================================== |( 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 16120 362027.000 SY | 1.72000 622686.44| 1.95870 709102.28| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 17000.00000 17000.00| 27000.00000 27000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54032 82727.000 LF | 0.47000 38881.69| 0.46000 38054.42| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54040 442.000 LF | 5.35000 2364.70| 1.21000 534.82| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0050 54042 1020.000 LF | 11.00000 11220.00| 2.89000 2947.80| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54105 83552.000 LF | 0.32000 26736.64| 0.36000 30078.72| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54106 1094.000 SF | 5.35000 5852.90| 1.05000 1148.70| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54300 5.000 EA | 110.00000 550.00| 57.75000 288.75| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 506 -2 TABULATION OF BIDS CALL ORDER : 506 CONTRACT ID : CM012SS5C99655 COUNTIES : ACCOMACK NORTHAMPTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 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 54310 1.000 EA | 160.00000 160.00| 105.00000 105.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0100 54401 2.000 EA | 1100.00000 2200.00| 210.00000 420.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0110 54402 5.000 EA | 275.00000 1375.00| 105.00000 525.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING HANDICAP SYMBOL | | | 0120 54402 9.000 EA | 275.00000 2475.00| 52.50000 472.50| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING YIELD SYMBOL | | | 0130 54404 4.000 EA | 400.00000 1600.00| 157.50000 630.00| PAVE. MESSAGE MARK. R/R CROSSING | | | 0131 54550 83552.000 LF | 0.10000 8355.20| 0.20000 16710.40| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 741,457.57| $ 828,018.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 741,457.57| $ 828,018.39| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 507 -1 TABULATION OF BIDS CALL ORDER : 507 CONTRACT ID : CM512SSB97124 COUNTIES : JAMES CITY LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS5B-047-611, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL SCHEDULE JAMES CITY, SURRY AND YORK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,046,654.69 100.0000% ==================================================================================================================================== |( 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 16120 578389.000 SY | 1.62000 936990.18| | EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 24873.00000 24873.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 65.000 LF | 6.50000 422.50| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54032 111816.000 LF | 0.51000 57026.16| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54042 314.000 LF | 4.40000 1381.60| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54105 19975.000 LF | 0.60000 11985.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54106 137.000 SF | 6.50000 890.50| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54300 8.000 EA | 100.00000 800.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0090 54310 2.000 EA | 175.00000 350.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 507 -2 TABULATION OF BIDS CALL ORDER : 507 CONTRACT ID : CM512SSB97124 COUNTIES : JAMES CITY LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 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 54401 2.000 EA | 275.00000 550.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0101 54550 19975.000 LF | 0.57000 11385.75| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,046,654.69| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,046,654.69| $ 828,018.39| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 604 -1 TABULATION OF BIDS CALL ORDER : 604 CONTRACT ID : CM012LM6A96961 COUNTIES : FREDERICKSBURG LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : LM6A-966-F12,P401 FED # NONE LM6A-966-F12,P401 FED # NONE CONTRACT DESCRIPTION: LATEX MODIFIED SCHEDULE DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 2,076,838.77 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 2,499,394.02 120.3461% ==================================================================================================================================== |( 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 39726.000 LB | 2.11000 83821.86| 1.95000 77465.70| NS PAVEMENT PAVEMENT CRACK SEALANT | | | TYPE A | | | 0020 16145 10011.120 TON | 169.60000 1697885.95| 200.00000 2002224.00| LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 33500.00000 33500.00| 150000.00000 150000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 626666.000 LF | 0.12500 78333.25| 0.13000 81466.58| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54032 69300.000 LF | 0.56000 38808.00| 0.58000 40194.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0060 54034 360.000 LF | 1.10000 396.00| 1.06000 381.60| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0070 54040 200.000 LF | 2.20000 440.00| 2.05000 410.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0080 54042 1033.000 LF | 5.25000 5423.25| 5.20000 5371.60| TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 604 -2 TABULATION OF BIDS CALL ORDER : 604 CONTRACT ID : CM012LM6A96961 COUNTIES : FREDERICKSBURG LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 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 54105 347948.000 LF | 0.32000 111343.36| 0.33000 114822.84| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0100 54106 2634.000 SF | 2.15000 5663.10| 2.05000 5399.70| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0110 54300 56.000 EA | 115.00000 6440.00| 116.00000 6496.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0120 54401 2.000 EA | 2100.00000 4200.00| 2100.00000 4200.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0130 54550 37800.000 LF | 0.28000 10584.00| 0.29000 10962.00| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 2,076,838.77| $ 2,499,394.02| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,076,838.77| $ 2,499,394.02| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 605 -1 TABULATION OF BIDS CALL ORDER : 605 CONTRACT ID : CM012SS6A96957 COUNTIES : FREDERICKSBURG LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : SS6A-966-F12, P401 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL TREATMENT SCHEDULE DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 560,923.16 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 663,309.32 118.2532% ==================================================================================================================================== |( 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 16130 278707.000 SY | 1.83000 510033.81| 1.99000 554626.93| EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0020 24265 LUMP| 10000.00000 10000.00| 65000.00000 65000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 190838.000 LF | 0.13000 24808.94| 0.13000 24808.94| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 160.000 LF | 4.25000 680.00| 4.25000 680.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54101 1.000 EA | 1600.00000 1600.00| 1700.00000 1700.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | STOP AHEAD MESSAGE | | | 0060 54105 960.000 LF | 3.20000 3072.00| 3.20000 3072.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54106 225.000 SF | 4.25000 956.25| 4.25000 956.25| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54404 2.000 EA | 1100.00000 2200.00| 1500.00000 3000.00| PAVE. MESSAGE MARK. R/R CROSSING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 605 -2 TABULATION OF BIDS CALL ORDER : 605 CONTRACT ID : CM012SS6A96957 COUNTIES : FREDERICKSBURG LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 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 54550 94652.000 LF | 0.08000 7572.16| 0.10000 9465.20| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 560,923.16| $ 663,309.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 560,923.16| $ 663,309.32| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 703 -1 TABULATION OF BIDS CALL ORDER : 703 CONTRACT ID : CM712LMA101618 COUNTIES : CULPEPER LETTING DATE : 12/21/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO)LM7A-967-F12,P401 FED # STP-PM07(256) CONTRACT DESCRIPTION: INTERSTATE LMET SCHEDULE VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 517,090.56 100.0000% ==================================================================================================================================== |( 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 16144 1942.450 TON | 193.29000 375456.16| | LATEX MOD. EMULSION TREAT. TYPE B | | | 0020 24265 LUMP| 13000.00000 13000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54028 200.000 LF | 5.75000 1150.00| | TYPE A PAVEMENT LINE MARKING 24" | | | 0040 54050 130629.000 LF | 0.64000 83602.56| | TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0050 54051 1500.000 LF | 1.15000 1725.00| | TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0060 54105 68392.000 LF | 0.54000 36931.68| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54550 130629.000 LF | 0.04000 5225.16| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 517,090.56| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 517,090.56| $ 663,309.32| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 704 -1 TABULATION OF BIDS CALL ORDER : 704 CONTRACT ID : CM712LMB101619 COUNTIES : CULPEPER LETTING DATE : 12/21/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO)LM7B-967-F12,P401 FED # STP-PM07(257) CONTRACT DESCRIPTION: PRIMARY LMET SCHEDULE VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 466,666.21 100.0000% ==================================================================================================================================== |( 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 16144 2065.620 TON | 192.23000 397074.13| | LATEX MOD. EMULSION TREAT. TYPE B | | | 0020 24265 LUMP| 10000.00000 10000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 60490.000 LF | 0.19000 11493.10| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54028 480.000 LF | 1.10000 528.00| | TYPE A PAVEMENT LINE MARKING 24" | | | 0050 54049 63806.000 LF | 0.39000 24884.34| | TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0060 54100 70.000 LF | 22.00000 1540.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0070 54101 16.000 EA | 270.00000 4320.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO EL ARROW SINGLE | | | 0080 54106 752.000 SF | 7.50000 5640.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 704 -2 TABULATION OF BIDS CALL ORDER : 704 CONTRACT ID : CM712LMB101619 COUNTIES : CULPEPER LETTING DATE : 12/21/11 10:00 AM DISTRICT : 07 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 54550 124296.000 LF | 0.09000 11186.64| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 466,666.21| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,666.21| $ 663,309.32| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 705 -1 TABULATION OF BIDS CALL ORDER : 705 CONTRACT ID : CM712SSA101539 COUNTIES : CULPEPER LETTING DATE : 12/21/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : SS7A-967-F12,P401 FED # NONE CONTRACT DESCRIPTION: CULPEPER DISTRICTWIDE SLURRY SEAL VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 246,871.82 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 463,265.08 187.6541% ==================================================================================================================================== |( 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 16120 129214.000 SY | 1.66300 214882.88| 3.25350 420397.75| EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 24265 LUMP| 7000.00000 7000.00| 17000.00000 17000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 66658.000 LF | 0.16000 10665.28| 0.17000 11331.86| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54028 4.100 LF | 10.00000 41.00| 5.50000 22.55| TYPE A PAVEMENT LINE MARKING 24" | | | 0050 54100 51.000 LF | 27.00000 1377.00| 27.50000 1402.50| NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0060 54101 4.000 EA | 320.00000 1280.00| 330.00000 1320.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO EL. ARROW SINGLE| | | 0070 54105 5492.000 LF | 0.80000 4393.60| 0.83000 4558.36| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0080 54106 622.000 SF | 2.20000 1368.40| 2.20000 1368.40| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 705 -2 TABULATION OF BIDS CALL ORDER : 705 CONTRACT ID : CM712SSA101539 COUNTIES : CULPEPER LETTING DATE : 12/21/11 10:00 AM DISTRICT : 07 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 54550 53306.000 LF | 0.11000 5863.66| 0.11000 5863.66| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 246,871.82| $ 463,265.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 246,871.82| $ 463,265.08| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 804 -1 TABULATION OF BIDS CALL ORDER : 804 CONTRACT ID : CM812LMA99345 COUNTIES : ALLEGHANY LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO) LM8A-003-F12, N501 FED # STP-PM08(311) CONTRACT DESCRIPTION: LATEX MICROSURFACING SCHEDULE ALLEGHANY COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 468,305.34 100.0000% ==================================================================================================================================== |( 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 7100.000 LB | 2.46000 17466.00| | NS PAVEMENT PAVEMENT CRACK SEAL | | | TYPE A | | | 0020 16145 2035.000 TON | 188.48000 383556.80| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 10000.00000 10000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ... | | | 0040 54020 183210.000 LF | 0.13000 23817.30| | TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54101 4884.000 EA | 0.70000 3418.80| | NS PAVEMENT MARKING PAVEMENT MARKING | | | TEMP MARKER | | | 0060 54510 54963.000 LF | 0.38000 20885.94| | CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0070 54550 183210.000 LF | 0.05000 9160.50| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 468,305.34| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 468,305.34| $ 463,265.08| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 805 -1 TABULATION OF BIDS CALL ORDER : 805 CONTRACT ID : CM812LMB99346 COUNTIES : PAGE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO) LM8B-069-F12, N501 FED # STP-PM08(312) CONTRACT DESCRIPTION: LATEX MICROSURFACING SCHEDULE PAGE COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 276,922.59 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 326,857.90 118.0322% ==================================================================================================================================== |( 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 3028.000 LB | 2.45000 7418.60| 2.50000 7570.00| NS PAVEMENT PAVEMENT CRACK SEAL | | | TYPE A | | | 0020 16145 1295.420 TON | 176.08000 228097.55| 200.00000 259084.00| LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 8000.00000 8000.00| 18000.00000 18000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 64212.000 LF | 0.13000 8347.56| 0.14000 8989.68| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54022 275.000 LF | 0.27000 74.25| 0.27000 74.25| TYPE A PAVEMENT LINE MARKING 6" | | | 0060 54042 105.000 LF | 5.25000 551.25| 5.30000 556.50| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54100 1850.000 LF | 6.50000 12025.00| 6.30000 11655.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONTRAST TAPE | | | 0080 54101 2523.000 EA | 0.70000 1766.10| 1.25000 3153.75| NS PAVEMENT MARKING PAVEMENT MARKING | | | TEMP MARKERS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 805 -2 TABULATION OF BIDS CALL ORDER : 805 CONTRACT ID : CM812LMB99346 COUNTIES : PAGE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 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 54105 480.000 LF | 1.10000 528.00| 1.07000 513.60| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0100 54300 3.000 EA | 225.00000 675.00| 210.00000 630.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0110 54510 19264.000 LF | 0.35000 6742.40| 0.63000 12136.32| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0120 54550 44948.000 LF | 0.06000 2696.88| 0.10000 4494.80| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 276,922.59| $ 326,857.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,922.59| $ 326,857.90| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 806 -1 TABULATION OF BIDS CALL ORDER : 806 CONTRACT ID : CM812LMC99347 COUNTIES : FREDERICK LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO) LM8C-034-F12, N501 FED # STP-PM08(313) CONTRACT DESCRIPTION: LATEX MICROSURFACING SCHEDULE FREDERICK COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 393,642.44 100.0000% ==================================================================================================================================== |( 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 9050.000 LB | 2.44000 22082.00| | NS PAVEMENT PAVEMENT CRACK SEAL | | | TYPE A | | | 0020 16145 1857.200 TON | 175.70000 326310.04| | LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 24265 LUMP| 7500.00000 7500.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 109402.000 LF | 0.13000 14222.26| | TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54042 90.000 LF | 11.00000 990.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54101 3194.000 EA | 0.58000 1852.52| | NS PAVEMENT MARKING PAVEMENT MARKING | | | TEMP MARKERS | | | 0070 54401 2.000 EA | 1700.00000 3400.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0080 54510 32821.000 LF | 0.34000 11159.14| | CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0090 54550 76581.000 LF | 0.08000 6126.48| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 393,642.44| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,642.44| $ 326,857.90| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 807 -1 TABULATION OF BIDS CALL ORDER : 807 CONTRACT ID : CM812SSA99344 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : SS8A-968-F12, N501 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL SCHEDULE STAUNTON DISTRICT-WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 968,033.06 100.0000% ==================================================================================================================================== |( 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 16120 84102.000 SY | 1.81000 152224.62| | EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 16130 289242.000 SY | 1.92000 555344.64| | EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0030 16161 120911.000 SY | 1.80000 217639.80| | MODIFIED SINGLE SEAL | | | 0040 24265 LUMP| 15000.00000 15000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54020 149775.000 LF | 0.16000 23964.00| | TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54034 300.000 LF | 2.20000 660.00| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0070 54042 170.000 LF | 13.00000 2210.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54300 6.000 EA | 165.00000 990.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 968,033.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 968,033.06| $ 326,857.90| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 808 -1 TABULATION OF BIDS CALL ORDER : 808 CONTRACT ID : CM812LMD101703 COUNTIES : PAGE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : (NFO)LM8D-069-785, N501 FED # STP-PM08(337) CONTRACT DESCRIPTION: MICROSURFACING SCHEDULE LM8D-12 PAGE COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 422,229.93 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 583,266.00 138.1394% ==================================================================================================================================== |( 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 7150.000 LB | 2.48000 17732.00| 2.20000 15730.00| NS PAVEMENT PAVEMENT CRACK SEALANT | | | 0020 10505 1705.140 TON | 204.15000 348104.33| 265.00000 451862.10| NS PAVEMENT PAVEMENT MICROSURFACING | | | 0030 24265 LUMP| 7000.00000 7000.00| 22000.00000 22000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 127330.000 LF | 0.13000 16552.90| 0.14000 17826.20| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54042 220.000 LF | 11.00000 2420.00| 11.00000 2420.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54101 3278.000 EA | 0.70000 2294.60| 1.05000 3441.90| NS PAVEMENT MARKING PAVEMENT MARKING | | | TEMP. PAVEMENT MARKER | | | 0070 54105 880.000 LF | 1.10000 968.00| 1.05000 924.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0080 54106 384.000 SF | 5.50000 2112.00| 5.20000 1996.80| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 808 -2 TABULATION OF BIDS CALL ORDER : 808 CONTRACT ID : CM812LMD101703 COUNTIES : PAGE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 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 54401 2.000 EA | 1700.00000 3400.00| 1700.00000 3400.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0100 54510 38199.000 LF | 0.38000 14515.62| 1.20000 45838.80| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0110 54550 89131.000 LF | 0.08000 7130.48| 0.20000 17826.20| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 422,229.93| $ 583,266.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,229.93| $ 583,266.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 901 -1 TABULATION OF BIDS CALL ORDER : 901 CONTRACT ID : CM912LMA102085 COUNTIES : FAIRFAX LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A PRINCE WILLIAM OTHERS CONTRACT TIME : 10/15/12 COMPLETION DATE PROJECT(S) : (NFO)LM9A-96A-122, N501 FED # STP-PM09(272) CONTRACT DESCRIPTION: NOVA PRIMARIES LATEX SCHEDULE NOVA VARIOUS PRIMARY LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 1,951,622.78 100.0000% 2 N1019 NEW YORK BITUMINOUS PRODUCTS CORPORATION $ 2,195,812.23 112.5121% ==================================================================================================================================== |( 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 50740.000 LB | 3.00000 152220.00| 2.50000 126850.00| NS PAVEMENT PAVEMENT TY.B CRACK SEALANT | | | FILLER | | | 0020 16145 5383.130 TON | 221.70000 1193439.92| 245.00000 1318866.85| LATEX MOD. EMULSION TREAT. TYPE C | | | 0030 16502 4.560 TON | 220.00000 1003.20| 200.00000 912.00| SURF. PREPARATION & RESTORATION TYPE II | | | 0040 16504 675.700 TON | 157.00000 106084.90| 160.00000 108112.00| SURF. PREPARATION & RESTORATION TYPE II | | | 0050 24265 LUMP| 36000.00000 36000.00| 175000.00000 175000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 54032 298282.000 LF | 0.54000 161072.28| 0.53000 158089.46| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0070 54034 2557.000 LF | 0.75000 1917.75| 0.80000 2045.60| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0080 54037 6750.000 LF | 0.95000 6412.50| 0.92000 6210.00| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0090 54042 3801.000 LF | 6.60000 25086.60| 6.50000 24706.50| TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : 901 -2 TABULATION OF BIDS CALL ORDER : 901 CONTRACT ID : CM912LMA102085 COUNTIES : FAIRFAX LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A PRINCE WILLIAM 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 54105 317863.000 LF | 0.55000 174824.65| 0.56000 178003.28| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0110 54106 11652.000 SF | 4.42000 51501.84| 4.70000 54764.40| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0120 54300 139.000 EA | 95.00000 13205.00| 92.00000 12788.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0130 54310 1.000 EA | 200.00000 200.00| 190.00000 190.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0140 54400 2.000 EA | 390.00000 780.00| 400.00000 800.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0150 54401 4.000 EA | 1750.00000 7000.00| 1900.00000 7600.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0160 54550 298202.000 LF | 0.07000 20874.14| 0.07000 20874.14| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,951,622.78| $ 2,195,812.23| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,951,622.78| $ 2,195,812.23| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : H89 -1 TABULATION OF BIDS CALL ORDER : H89 CONTRACT ID : C00091056C01C COUNTIES : BUCHANAN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : 0610-013-R98,C501 FED # NONE CONTRACT DESCRIPTION: REALIGN INTERSECTION FROM: 0.139 MI. S. RTE. 460 TO: RTE. 460 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 539,616.00 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 616,464.16 114.2413% 3 E155 ELK KNOB, INC. $ 633,375.61 117.3752% ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, 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| 38000.00000 38000.00| 24650.00000 24650.00| 38000.00000 38000.00 MOBILIZATION | | | 0020 00101 LUMP| 7500.00000 7500.00| 23000.00000 23000.00| 16585.00000 16585.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 12000.00000 12000.00| 29860.00000 29860.00| 24500.00000 24500.00 CLEARING AND GRUBBING | | | 0040 00120 8798.000 CY | 16.00000 140768.00| 22.85000 201034.30| 21.84000 192148.32 REGULAR EXCAVATION | | | 0050 00700 126.000 LF | 20.00000 2520.00| 17.57000 2213.82| 20.00000 2520.00 POST INSTALLATION INSPECTION | | | 0060 01180 65.000 LF | 24.00000 1560.00| 76.70000 4985.50| 40.00000 2600.00 18" PIPE | | | 0070 01242 61.000 LF | 48.00000 2928.00| 83.04000 5065.44| 67.50000 4117.50 24" CONC. PIPE | | | 0080 06180 2.000 EA | 250.00000 500.00| 1315.00000 2630.00| 645.00000 1290.00 18" END SECTION ES-1 OR 2 | | | 0090 06241 2.000 EA | 675.00000 1350.00| 1460.00000 2920.00| 825.00000 1650.00 24" END SECTION ES-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : H89 -2 TABULATION OF BIDS CALL ORDER : H89 CONTRACT ID : C00091056C01C COUNTIES : BUCHANAN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 09150 14.000 TON | 35.00000 490.00| 49.17000 688.38| 27.50000 385.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10041 5.000 TON | 140.00000 700.00| 0.01000 0.05| 145.10000 725.50 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0120 10128 2469.000 TON | 28.00000 69132.00| 31.11000 76810.59| 24.55000 60613.95 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10416 222.000 GAL | 3.25000 721.50| 0.01000 2.22| 3.19000 708.18 LIQUID ASPHALT | | | 0140 10607 229.000 TON | 136.00000 31144.00| 130.93000 29982.97| 156.04000 35733.16 ASPHALT CONCRETE TY. SM-12.5A | | | 0150 10610 239.000 TON | 122.00000 29158.00| 116.92000 27943.88| 140.12000 33488.68 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10642 718.000 TON | 105.50000 75749.00| 100.45000 72123.10| 114.32000 82081.76 ASPHALT CONCRETE TY. BM-25.0A | | | 0170 13212 5.000 EA | 250.00000 1250.00| 135.66000 678.30| 50.00000 250.00 R/W MONUMENT RM-2 | | | 0180 13320 89.000 LF | 60.00000 5340.00| 32.25000 2870.25| 38.50000 3426.50 GUARDRAIL GR-2 | | | 0190 13331 89.000 LF | 60.00000 5340.00| 34.40000 3061.60| 38.50000 3426.50 RAD. GUARDRAIL GR-2 | | | 0200 13345 3.000 EA | 3500.00000 10500.00| 2687.50000 8062.50| 3850.00000 11550.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0210 24100 100.000 HR | 25.00000 2500.00| 27.06000 2706.00| 25.00000 2500.00 ALLAYING DUST | | | 0220 24152 2.000 EA | 750.00000 1500.00| 390.00000 780.00| 500.00000 1000.00 TYPE III BARRICADE 8' | | | 0230 24160 330.000 SF | 44.00000 14520.00| 16.13000 5322.90| 20.00000 6600.00 CONSTRUCTION SIGNS | | | 0240 24260 500.000 TON | 24.00000 12000.00| 27.22000 13610.00| 22.10000 11050.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0250 24278 8000.000 DAY | 1.00000 8000.00| 0.50000 4000.00| 1.25000 10000.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24282 1000.000 HR | 15.00000 15000.00| 1.00000 1000.00| 20.00000 20000.00 FLAGGER SERVICE | | | 0270 24400 27.000 UNIT| 150.00000 4050.00| 266.65000 7199.55| 135.60000 3661.20 OBSCURING ROADWAY | | | 0280 24430 1936.000 SY | 3.00000 5808.00| 3.89000 7531.04| 4.00000 7744.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : H89 -3 TABULATION OF BIDS CALL ORDER : H89 CONTRACT ID : C00091056C01C COUNTIES : BUCHANAN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27102 242.000 LB | 9.75000 2359.50| 9.14000 2211.88| 8.53000 2064.26 REGULAR SEED | | | 0300 27103 120.000 LB | 9.75000 1170.00| 4.84000 580.80| 8.53000 1023.60 OVERSEEDING | | | 0310 27104 16.000 LB | 30.00000 480.00| 19.35000 309.60| 22.00000 352.00 LEGUME SEED | | | 0320 27105 10.000 LB | 30.00000 300.00| 15.05000 150.50| 22.00000 220.00 LEGUME OVERSEEDING | | | 0330 27215 1.000 TON | 990.00000 990.00| 1085.75000 1085.75| 990.00000 990.00 FERTILIZER(15-30-15) | | | 0340 27250 4.000 TON | 175.00000 700.00| 102.13000 408.52| 154.00000 616.00 LIME | | | 0350 27321 40.000 SY | 20.00000 800.00| 2.04000 81.60| 3.03000 121.20 PROTECTIVE COVERING EC-2 | | | 0360 27325 288.000 SY | 7.50000 2160.00| 6.24000 1797.12| 5.78000 1664.64 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0370 27415 22.000 EA | 225.00000 4950.00| 265.00000 5830.00| 350.00000 7700.00 CHECK DAM(ROCK) TY. II | | | 0380 27430 156.000 CY | 5.00000 780.00| 1.50000 234.00| 5.00000 780.00 SILTATION CONTROL EXCAVATION | | | 0390 27505 872.000 LF | 3.00000 2616.00| 4.50000 3924.00| 3.00000 2616.00 TEMP. SILT FENCE | | | 0400 40006 57.000 LF | 20.00000 1140.00| 54.00000 3078.00| 42.68000 2432.76 2" WATER SERVICE LINE | | | 0410 40081 246.000 LF | 46.00000 11316.00| 76.00000 18696.00| 72.65000 17871.90 8" DI WATER MAIN | | | 0420 41008 4.000 EA | 850.00000 3400.00| 1865.00000 7460.00| 1500.00000 6000.00 8" GATE VALVE & BOX | | | 0430 45562 44.000 LF | 74.00000 3256.00| 100.00000 4400.00| 100.00000 4400.00 16" STEEL ENCASE. PIPE | | | 0440 50108 25.000 SF | 50.00000 1250.00| 36.00000 900.00| 124.00000 3100.00 SIGN PANEL | | | 0450 50430 16.000 LF | 20.00000 320.00| 25.00000 400.00| 118.00000 1888.00 SIGN POST STP-1 2" | | | 0460 54020 200.000 LF | 5.00000 1000.00| 19.00000 3800.00| 5.00000 1000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0470 54028 12.000 LF | 50.00000 600.00| 32.00000 384.00| 15.00000 180.00 TYPE A PAVEMENT LINE MARKING 24" | | | SECTION TOTALS | $ 539,616.00| $ 616,464.16| $ 633,375.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 539,616.00| $ 616,464.16| $ 633,375.61 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J01 -1 TABULATION OF BIDS CALL ORDER : J01 CONTRACT ID : C00056453M01B COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/01/12 COMPLETION DATE PROJECT(S) : EN00-029-161,M501 FED # TEA-5401(601) CONTRACT DESCRIPTION: 0.086 MI. GRADE, DRAIN, SURFACE TREAT.; PARKING LOT FROM: LANGLEY FORK PULL-OFF TO: ROUTE 123 DOLLY MADISON BLVD. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 N999 NEW LOOK CONSTRUCTION LLC $ 109,991.75 100.0000% 2 K611 KICKIN ASPHALT PAVING & SEALING $ 150,392.78 136.7310% 3 A477 ARTHUR CONSTRUCTION CO., INC. $ 180,981.00 164.5405% 4 A648 A & M CONCRETE CORP. $ 196,438.00 178.5934% 5 F373 FINLEY ASPHALT & SEALING, INC. $ 257,532.80 234.1383% 6 F034 FORT MYER CONSTRUCTION CORPORATION $ 286,125.08 260.1332% ==================================================================================================================================== |( 1 ) N999 |( 2 ) K611 |( 3 ) A477 |NEW LOOK CONSTRUCTION LLC |KICKIN ASPHALT PAVING & SEA |ARTHUR 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| 14500.00000 14500.00| 8700.27000 8700.27| 10000.00000 10000.00 MOBILIZATION | | | 0020 00101 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 5800.00000 5800.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 1191.000 CY | 7.05000 8396.55| 22.38000 26654.58| 30.00000 35730.00 REGULAR EXCAVATION | | | 0040 00150 1246.000 CY | 19.50000 24297.00| 35.40000 44108.40| 30.00000 37380.00 EMBANKMENT | | | 0050 00355 1629.000 SY | 1.50000 2443.50| 1.68000 2736.72| 4.00000 6516.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0060 00588 254.000 LF | 12.50000 3175.00| 21.75000 5524.50| 15.00000 3810.00 UNDERDRAIN UD-4 | | | 0070 00596 1.000 EA | 1360.00000 1360.00| 1365.18000 1365.18| 1250.00000 1250.00 ENDWALL EW-12 | | | 0080 00700 33.000 LF | 18.20000 600.60| 35.38000 1167.54| 60.00000 1980.00 POST INSTALLATION INSPECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J01 -2 TABULATION OF BIDS CALL ORDER : J01 CONTRACT ID : C00056453M01B COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) N999 |( 2 ) K611 |( 3 ) A477 |NEW LOOK CONSTRUCTION LLC |KICKIN ASPHALT PAVING & SEA |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01122 33.000 LF | 55.60000 1834.80| 84.91000 2802.03| 150.00000 4950.00 12" CONC. PIPE | | | 0100 06121 2.000 EA | 620.00000 1240.00| 1553.88000 3107.76| 750.00000 1500.00 12" END SECTION ES-1 | | | 0110 10123 830.000 TON | 28.60000 23738.00| 26.69000 22152.70| 30.00000 24900.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0120 10468 15.000 TON | 110.00000 1650.00| 83.84000 1257.60| 350.00000 5250.00 COVER MATL. AGGR. NO. 68 | | | 0130 10482 18.000 TON | 110.00000 1980.00| 78.65000 1415.70| 350.00000 6300.00 COVER MATL. AGGR. NO. 8P | | | 0140 11070 100.000 LF | 3.65000 365.00| 10.76000 1076.00| 5.00000 500.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | VARIBLE DEPTH | | | 0150 16257 506.000 GAL | 5.85000 2960.10| 5.26000 2661.56| 15.00000 7590.00 NS LIQUID ASPHALT MATL. LIQUID ASPHALT | | | MATL. CMS-2 | | | 0160 16257 389.000 GAL | 5.85000 2275.65| 6.95000 2703.55| 15.00000 5835.00 NS LIQUID ASPHALT MATL. LIQUID ASPHALT | | | MATL. RC-250 | | | 0170 24150 2.000 EA | 475.00000 950.00| 186.81000 373.62| 1000.00000 2000.00 TYPE III BARRICADE 4' | | | 0180 24160 44.000 SF | 62.00000 2728.00| 44.00000 1936.00| 24.00000 1056.00 CONSTRUCTION SIGNS | | | 0190 24278 1144.000 DAY | 1.75000 2002.00| 0.64000 732.16| 5.00000 5720.00 GROUP 2 CHANNELIZING DEVICES | | | 0200 24505 1.000 EA | 125.00000 125.00| 1685.11000 1685.11| 100.00000 100.00 NS RELOCATE EXIST. RELOCATE EXIST. SIGN | | | STRUCT. TY. VA. | | | 0210 27102 176.000 LB | 12.50000 2200.00| 27.50000 4840.00| 10.00000 1760.00 REGULAR SEED | | | 0220 27103 110.000 LB | 12.50000 1375.00| 3.50000 385.00| 6.00000 660.00 OVERSEEDING | | | 0230 27215 0.110 TON | 1080.00000 118.80| 500.00000 55.00| 5000.00000 550.00 FERTILIZER(15-30-15) | | | 0240 27250 1.520 TON | 325.00000 494.00| 100.00000 152.00| 500.00000 760.00 LIME | | | 0250 27326 40.000 SY | 10.00000 400.00| 14.60000 584.00| 10.00000 400.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0260 27415 2.000 EA | 220.00000 440.00| 291.92000 583.84| 350.00000 700.00 CHECK DAM(ROCK) TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J01 -3 TABULATION OF BIDS CALL ORDER : J01 CONTRACT ID : C00056453M01B COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) N999 |( 2 ) K611 |( 3 ) A477 |NEW LOOK CONSTRUCTION LLC |KICKIN ASPHALT PAVING & SEA |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27430 144.000 CY | 4.50000 648.00| 4.68000 673.92| 20.00000 2880.00 SILTATION CONTROL EXCAVATION | | | 0280 27505 46.000 LF | 3.00000 138.00| 9.66000 444.36| 4.00000 184.00 TEMP. SILT FENCE | | | 0290 38930 22.000 EA | 95.00000 2090.00| 179.34000 3945.48| 150.00000 3300.00 NS CONCRETE WHEEL STOPS | | | 0300 50108 17.000 SF | 22.00000 374.00| 43.80000 744.60| 40.00000 680.00 SIGN PANEL | | | 0310 50430 47.000 LF | 23.25000 1092.75| 38.80000 1823.60| 20.00000 940.00 SIGN POST STP-1 2" | | | SECTION TOTALS | $ 109,991.75| $ 150,392.78| $ 180,981.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 109,991.75| $ 150,392.78| $ 180,981.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -1 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/13 COMPLETION DATE PROJECT(S) : 0080-083-R05,C501 FED # NONE CONTRACT DESCRIPTION: CONSTRUCT TURNING LANES & INSTALL TRAFFIC SIGNAL FROM: 0.278 MI. W. RTE. 67 TO: 0.097 MI. E. RTE. 67 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 1,796,376.65 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,109,256.84 117.4173% 3 E155 ELK KNOB, INC. $ 2,155,261.86 119.9783% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 2,533,794.98 141.0503% ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEM | | | 0010 00100 LUMP| 84000.00000 84000.00| 65758.00000 65758.00| 135000.00000 135000.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 75823.83000 75823.83| 15375.00000 15375.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 35000.00000 35000.00| 28278.20000 28278.20| 91000.00000 91000.00 CLEARING AND GRUBBING | | | 0040 00120 7104.000 CY | 26.00000 184704.00| 22.84000 162255.36| 32.50000 230880.00 REGULAR EXCAVATION | | | 0050 00124 12.000 CY | 600.00000 7200.00| 645.00000 7740.00| 150.00000 1800.00 ROCK EXCAVATION | | | 0060 00211 367.000 CY | 35.00000 12845.00| 35.23000 12929.41| 67.25000 24680.75 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00525 13.600 CY | 650.00000 8840.00| 844.29000 11482.34| 2500.00000 34000.00 CONCRETE CLASS A3 MISC. | | | 0080 00700 1107.000 LF | 20.00000 22140.00| 15.00000 16605.00| 8.25000 9132.75 POST INSTALLATION INSPECTION | | | 0090 01180 297.000 LF | 34.00000 10098.00| 62.69000 18618.93| 47.00000 13959.00 18" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -2 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 01181 118.000 LF | 280.00000 33040.00| 650.00000 76700.00| 350.00000 41300.00 JACKED & BORED 18" PIPE | | | 0110 01240 56.000 LF | 54.00000 3024.00| 85.00000 4760.00| 50.00000 2800.00 24" PIPE | | | 0120 01246 722.000 LF | 54.00000 38988.00| 90.00000 64980.00| 60.00000 43320.00 STORM SEWER PIPE 24" | | | 0130 01360 133.000 LF | 74.00000 9842.00| 130.00000 17290.00| 109.00000 14497.00 36" PIPE | | | 0140 01480 93.000 LF | 84.00000 7812.00| 175.00000 16275.00| 135.00000 12555.00 48" PIPE | | | 0150 06180 7.000 EA | 650.00000 4550.00| 581.85000 4072.95| 600.00000 4200.00 18" END SECTION ES-1 OR 2 | | | 0160 06240 5.000 EA | 850.00000 4250.00| 653.14000 3265.70| 700.00000 3500.00 24" END SECTION ES-1 OR 2 | | | 0170 06360 1.000 EA | 650.00000 650.00| 1415.32000 1415.32| 800.00000 800.00 36" END SECTION ES-1 OR 2 | | | 0180 06818 2.000 EA | 3500.00000 7000.00| 5000.00000 10000.00| 3500.00000 7000.00 DROP INLET DI-3B,L=6' | | | 0190 09056 19.200 LF | 384.00000 7372.80| 584.99000 11231.81| 500.00000 9600.00 MANHOLE MH-1 OR 2 | | | 0200 09057 4.000 EA | 450.00000 1800.00| 390.58000 1562.32| 455.00000 1820.00 FRAME & COVER MH-1 | | | 0210 09150 102.000 TON | 35.00000 3570.00| 55.00000 5610.00| 38.90000 3967.80 EROSION CONTROL STONE CLASS I, EC-1 | | | 0220 09246 396.000 SY | 85.00000 33660.00| 95.00000 37620.00| 74.65000 29561.40 NS PAVED DITCH PAVED DITCH PG-2A MOD. | | | 0230 09250 6.000 EA | 350.00000 2100.00| 250.00000 1500.00| 750.00000 4500.00 SLOPE DRAIN | | | 0240 10128 4889.000 TON | 35.00000 171115.00| 28.50000 139336.50| 27.62000 135034.18 AGGR. BASE MATL. TY. I NO. 21B | | | 0250 10607 822.000 TON | 131.00000 107682.00| 125.88000 103473.36| 160.39000 131840.58 ASPHALT CONCRETE TY. SM-12.5A | | | 0260 10610 872.000 TON | 119.00000 103768.00| 114.80000 100105.60| 146.36000 127625.92 ASPHALT CONCRETE TY. IM-19.0A | | | 0270 10642 1114.000 TON | 105.75000 117805.50| 101.75000 113349.50| 129.99000 144808.86 ASPHALT CONCRETE TY. BM-25.0A | | | 0280 12700 144.000 LF | 22.00000 3168.00| 26.88000 3870.72| 50.00000 7200.00 STD. COMB. CURB & GUTTER CG-7 | | | 0290 12710 144.000 LF | 24.00000 3456.00| 26.88000 3870.72| 50.00000 7200.00 RADIAL COMB. CURB & GUTTER CG-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -3 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 13320 1275.000 LF | 19.50000 24862.50| 22.00000 28050.00| 24.00000 30600.00 GUARDRAIL GR-2 | | | 0310 13331 275.000 LF | 25.00000 6875.00| 24.00000 6600.00| 26.40000 7260.00 RAD. GUARDRAIL GR-2 | | | 0320 13345 7.000 EA | 2850.00000 19950.00| 2500.00000 17500.00| 3120.00000 21840.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0330 13349 7.000 EA | 1500.00000 10500.00| 800.00000 5600.00| 4.80000 33.60 GUARDRAIL TERMINAL SITE PREPARATION | | | 0340 16522 5098.000 SY | 5.25000 26764.50| 4.75000 24215.50| 5.70000 29058.60 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0350 24100 200.000 HR | 35.00000 7000.00| 27.36000 5472.00| 25.00000 5000.00 ALLAYING DUST | | | 0360 24152 2.000 EA | 750.00000 1500.00| 450.00000 900.00| 500.00000 1000.00 TYPE III BARRICADE 8' | | | 0370 24160 390.000 SF | 44.00000 17160.00| 22.00000 8580.00| 21.65000 8443.50 CONSTRUCTION SIGNS | | | 0380 24260 889.000 TON | 20.50000 18224.50| 29.00000 25781.00| 24.35000 21647.15 CR. RUN AGGR. NO. 25 OR 26 | | | 0390 24278 40000.000 DAY | 1.00000 40000.00| 0.76000 30400.00| 1.00000 40000.00 GROUP 2 CHANNELIZING DEVICES | | | 0400 24282 1000.000 HR | 15.00000 15000.00| 24.00000 24000.00| 15.60000 15600.00 FLAGGER SERVICE | | | 0410 24430 2935.000 SY | 2.00000 5870.00| 3.75000 11006.25| 6.00000 17610.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0420 24600 1513.000 LF | 2.00000 3026.00| 3.25000 4917.25| 5.00000 7565.00 REMOVE EXISTING GUARDRAIL | | | 0430 25506 12.000 MO | 1500.00000 18000.00| 1800.00000 21600.00| 1850.00000 22200.00 FIELD OFFICE TY.II | | | 0440 26127 157.000 TON | 35.00000 5495.00| 50.00000 7850.00| 50.00000 7850.00 DRY RIPRAP CL.I 26" | | | 0450 27102 666.000 LB | 12.00000 7992.00| 9.14000 6087.24| 9.00000 5994.00 REGULAR SEED | | | 0460 27103 330.000 LB | 12.00000 3960.00| 4.84000 1597.20| 9.00000 2970.00 OVERSEEDING | | | 0470 27104 32.000 LB | 10.00000 320.00| 19.35000 619.20| 9.60000 307.20 LEGUME SEED | | | 0480 27105 20.000 LB | 10.00000 200.00| 15.05000 301.00| 9.60000 192.00 LEGUME OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -4 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 27215 0.800 TON | 700.00000 560.00| 1085.75000 868.60| 1080.00000 864.00 FERTILIZER(15-30-15) | | | 0500 27250 10.500 TON | 150.00000 1575.00| 102.12000 1072.26| 168.00000 1764.00 LIME | | | 0510 27321 148.000 SY | 3.00000 444.00| 2.04000 301.92| 3.30000 488.40 PROTECTIVE COVERING EC-2 | | | 0520 27326 253.000 SY | 7.50000 1897.50| 6.24000 1578.72| 6.30000 1593.90 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0530 27415 42.000 EA | 225.00000 9450.00| 256.58000 10776.36| 425.00000 17850.00 CHECK DAM(ROCK) TY. II | | | 0540 27422 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 2650.00000 2650.00 DEWATERING BASIN | | | 0550 27430 575.000 CY | 5.00000 2875.00| 0.50000 287.50| 5.00000 2875.00 SILTATION CONTROL EXCAVATION | | | 0560 27461 2.000 EA | 625.00000 1250.00| 300.00000 600.00| 225.00000 450.00 INLET PROTECTION TYPE B | | | 0570 27505 3482.000 LF | 3.00000 10446.00| 3.75000 13057.50| 3.10000 10794.20 TEMP. SILT FENCE | | | 0580 27543 3933.000 SY | 24.00000 94392.00| 24.00000 94392.00| 12.25000 48179.25 NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT LOW PERMEABILITY LINER | | | 0590 27545 8487.000 CY | 8.00000 67896.00| 23.29000 197662.23| 12.75000 108209.25 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0600 27564 4.000 LF | 300.00000 1200.00| 5600.00000 22400.00| 1250.00000 5000.00 STORM WATER MANAGEMENT RISER PIPE 48" | | | 0610 39011 1.000 EA | 1800.00000 1800.00| 4000.00000 4000.00| 2750.00000 2750.00 NS HYDROLOGIC CONTROL FEATURE HYDRO. | | | CONTROL FEATURE LEVEL SPREADER | | | 0620 40002 178.000 LF | 15.00000 2670.00| 32.53000 5790.34| 22.00000 3916.00 3/4" WATER SERVICE LINE | | | 0630 40003 316.000 LF | 15.00000 4740.00| 33.14000 10472.24| 30.00000 9480.00 1" WATER SERVICE LINE | | | 0640 40080 94.000 LF | 44.00000 4136.00| 142.62000 13406.28| 75.00000 7050.00 8" WATER MAIN | | | 0650 41008 1.000 EA | 850.00000 850.00| 2409.32000 2409.32| 1500.00000 1500.00 8" GATE VALVE & BOX | | | 0660 41104 1.000 EA | 750.00000 750.00| 712.26000 712.26| 350.00000 350.00 ADJUST EXIST. VALVE BOX | | | 0670 41970 3.000 EA | 650.00000 1950.00| 2098.91000 6296.73| 775.00000 2325.00 5/8" WATER METER & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -5 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 42080 302.000 LF | 64.00000 19328.00| 113.32000 34222.64| 134.65000 40664.30 8" SAN. SEWER PIPE | | | 0690 42755 10.000 LF | 350.00000 3500.00| 524.86000 5248.60| 650.00000 6500.00 SANITARY SEWER MANHOLE | | | 0700 42764 1.000 EA | 350.00000 350.00| 484.33000 484.33| 425.00000 425.00 MANHOLE FRAME & COVER F&C-1 | | | 0710 42765 3.000 EA | 150.00000 450.00| 479.15000 1437.45| 225.00000 675.00 ADJUST EXIST FRAME & COVER | | | 0720 42771 1.000 LF | 1500.00000 1500.00| 2000.20000 2000.20| 2275.00000 2275.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 0730 50108 185.000 SF | 38.50000 7122.50| 53.75000 9943.75| 42.00000 7770.00 SIGN PANEL | | | 0740 50434 285.000 LF | 24.20000 6897.00| 23.65000 6740.25| 22.22000 6332.70 SIGN POST STP-1 2 1/2" | | | 0750 50490 8.000 EA | 495.00000 3960.00| 752.50000 6020.00| 540.00000 4320.00 CONCRETE FOUNDATION STP-1 | | | 0760 50610 7.000 EA | 220.00000 1540.00| 225.75000 1580.25| 240.00000 1680.00 RELOC. EXIST. SIGN STRUCT. TY. I | | | 0770 50611 1.000 EA | 1155.00000 1155.00| 1182.50000 1182.50| 1260.00000 1260.00 RELOC. EXIST. SIGN STRUCT. TY. II | | | 0780 50617 1.000 EA | 214.50000 214.50| 215.00000 215.00| 234.00000 234.00 RELOC. EXIST. SIGN STRUCT. TY. WP-1 | | | 0790 50618 1.000 EA | 1100.00000 1100.00| 1128.75000 1128.75| 1200.00000 1200.00 RELOC. EXIST. SIGN STRUCT. TY. WP-2 | | | 0800 50660 8.000 EA | 220.00000 1760.00| 215.00000 1720.00| 240.00000 1920.00 REMOVE, SALVAGE SIGN STRUCT. TY. I | | | 0810 51184 27.000 EA | 253.00000 6831.00| 252.63000 6821.01| 276.00000 7452.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0820 51238 11.000 CY | 935.00000 10285.00| 967.50000 10642.50| 1020.00000 11220.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 0830 51245 2.000 EA | 1936.00000 3872.00| 1988.75000 3977.50| 2112.00000 4224.00 CONCRETE FOUND. CF-1 | | | 0840 51327 1.000 EA | 12421.20000 12421.20| 12255.00000 12255.00| 13550.40000 13550.40 SIGNAL POLE MP-1 20' ONE ARM 40' | | | 0850 51425 1.000 EA | 16732.10000 16732.10| 16662.50000 16662.50| 18253.20000 18253.20 NS SIGNAL POLE SIGNAL POLE MP-1 20' TWO | | | ARM 40' & 40' | | | 0860 51602 1500.000 LF | 1.98000 2970.00| 2.04000 3060.00| 2.16000 3240.00 14/4 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -6 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 51607 275.000 LF | 2.42000 665.50| 2.53000 695.75| 2.64000 726.00 14/7 CONDUCTOR CABLE | | | 0880 51614 815.000 LF | 1.82000 1483.30| 1.88000 1532.20| 1.98000 1613.70 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | 0890 51830 9.000 EA | 327.80000 2950.20| 322.50000 2902.50| 357.60000 3218.40 HANGER ASSEMBLY SM-3, ONE WAY | | | 0900 51951 15.000 EA | 366.30000 5494.50| 365.50000 5482.50| 399.60000 5994.00 INSTALL SIGN | | | 0910 52002 1.000 EA | 17083.00000 17083.00| 17200.00000 17200.00| 18636.00000 18636.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER | | | 0920 52002 1.000 EA | 5706.80000 5706.80| 6450.00000 6450.00| 6225.60000 6225.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 0930 52002 1.000 EA | 1925.00000 1925.00| 2580.00000 2580.00| 2100.00000 2100.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 0940 52002 1.000 EA | 1320.00000 1320.00| 1505.00000 1505.00| 1440.00000 1440.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPY BATTERY | | | 0950 52002 4.000 EA | 946.00000 3784.00| 967.50000 3870.00| 1032.00000 4128.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DECTECTION | | | TYPE II | | | 0960 52002 4.000 EA | 8778.00000 35112.00| 8653.75000 34615.00| 9576.00000 38304.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | CAMERA | | | 0970 52424 1.000 EA | 1949.10000 1949.10| 1883.40000 1883.40| 2017.20000 2017.20 ELECTRICAL SERVICE SE-3 TYPE A | | | 0980 54032 12710.000 LF | 2.00000 25420.00| 2.35000 29868.50| 0.73000 9278.30 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0990 54042 100.000 LF | 30.00000 3000.00| 26.61000 2661.00| 7.32000 732.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1000 54105 1920.000 LF | 1.16000 2227.20| 2.63000 5049.60| 1.46000 2803.20 ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -7 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 54210 20.000 EA | 75.00000 1500.00| 50.00000 1000.00| 14.40000 288.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 1020 54217 143.000 EA | 42.00000 6006.00| 47.84000 6841.12| 29.40000 4204.20 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1030 54242 40.000 EA | 3.30000 132.00| 12.85000 514.00| 11.04000 441.60 TEMP. PAVE. MARKER 2 WAY | | | 1040 54300 9.000 EA | 150.00000 1350.00| 360.13000 3241.17| 105.60000 950.40 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1050 54510 11725.000 LF | 2.09000 24505.25| 1.81000 21222.25| 1.61000 18877.25 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 1060 54522 24.000 LF | 8.25000 198.00| 18.81000 451.44| 13.68000 328.32 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 1070 55080 45.000 LF | 2.31000 103.95| 2.69000 121.05| 2.52000 113.40 8 CONDUCTOR CABLE | | | 1080 55586 2.000 EA | 940.50000 1881.00| 967.50000 1935.00| 1026.00000 2052.00 JUNCTION BOX JB-S1 | | | 1090 55587 2.000 EA | 1100.00000 2200.00| 1075.00000 2150.00| 1200.00000 2400.00 JUNCTION BOX JB-S2 | | | 1100 55588 1.000 EA | 1265.00000 1265.00| 1290.00000 1290.00| 1380.00000 1380.00 JUNCTION BOX JB-S3 | | | 1110 56014 7.000 EA | 132.00000 924.00| 134.38000 940.66| 144.00000 1008.00 ELECT. SER. GRD. ELECTRODE(10') | | | 1120 56021 30.000 LF | 8.91000 267.30| 9.14000 274.20| 9.72000 291.60 1" PVC CONDUIT | | | 1130 56026 20.000 LF | 11.11000 222.20| 11.29000 225.80| 12.12000 242.40 1 1/4" METAL CONDUIT | | | 1140 56030 375.000 LF | 6.60000 2475.00| 6.45000 2418.75| 7.20000 2700.00 2" CONDUIT | | | 1150 56050 225.000 LF | 44.00000 9900.00| 48.38000 10885.50| 48.00000 10800.00 BORED CONDUIT 2" | | | 1160 56200 125.000 LF | 7.59000 948.75| 7.79000 973.75| 8.28000 1035.00 TRENCH EXCAVATION ECI-1 | | | 1170 56205 2.000 EA | 1870.00000 3740.00| 2150.00000 4300.00| 2040.00000 4080.00 TEST BORE | | | 1180 70000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 6250.00000 6250.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 001, D-5 | | | 1190 70000 LUMP| 500.00000 500.00| 1000.00000 1000.00| 6512.00000 6512.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 001, D-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J07 -8 TABULATION OF BIDS CALL ORDER : J07 CONTRACT ID : C00078819C01C COUNTIES : RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) G326 |( 2 ) W048 |( 3 ) E155 |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 70000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 6400.00000 6400.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 001, D-7 | | | 1210 70000 LUMP| 100.00000 100.00| 1000.00000 1000.00| 6000.00000 6000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 001, D-900 | | | 1220 70005 LUMP| 3500.00000 3500.00| 1967.00000 1967.00| 7450.00000 7450.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 001, D-1 | | | 1230 70005 LUMP| 5500.00000 5500.00| 15000.00000 15000.00| 47650.00000 47650.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 001, D-2 | | | 1240 70005 LUMP| 3500.00000 3500.00| 1537.00000 1537.00| 6200.00000 6200.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 001, D-3 | | | 1250 70005 LUMP| 3500.00000 3500.00| 1537.00000 1537.00| 6000.00000 6000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 001, D-4 | | | 1260 70111 20.000 LF | 50.00000 1000.00| 11.00000 220.00| 32.50000 650.00 FRIABLE ACM | | | 1270 70112 1786.000 SF | 3.00000 5358.00| 20.00000 35720.00| 4.55000 8126.30 CAT II NF ACM | | | 1280 70113 826.000 LF | 5.00000 4130.00| 12.00000 9912.00| 12.35000 10201.10 CAT II NF ACM | | | SECTION TOTALS | $ 1,796,376.65| $ 2,109,256.84| $ 2,155,261.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,796,376.65| $ 2,109,256.84| $ 2,155,261.86 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J46 -1 TABULATION OF BIDS CALL ORDER : J46 CONTRACT ID : C00094626B02B COUNTIES : CAROLINE WESTMORELAND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SPOTSYLVANIA OTHERS CONTRACT TIME : 11/14/12 COMPLETION DATE PROJECT(S) : 0001-016-1002 FED # NONE 0301-016-1021 FED # NONE 0001-016-1003 FED # NONE OTHERS CONTRACT DESCRIPTION: SCOUR COUNTERMEASURE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S837 J. SANDERS CONSTRUCTION CO. $ 1,094,462.02 100.0000% 2 P497 PRECON MARINE INCORPORATED $ 1,732,965.00 158.3394% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 2,396,777.00 218.9913% ==================================================================================================================================== |( 1 ) S837 |( 2 ) P497 |( 3 ) W210 |J. SANDERS CONSTRUCTION CO. |PRECON MARINE INCORPORATED |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00120 239.000 CY | 75.15000 17960.85| 425.00000 101575.00| 200.00000 47800.00 REGULAR EXCAVATION | | | 0020 00529 25.000 CY | 268.25000 6706.25| 340.00000 8500.00| 500.00000 12500.00 FLOWABLE BACKFILL | | | 0030 13496 270.000 LF | 77.05000 20803.50| 25.00000 6750.00| 60.00000 16200.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0040 24160 1523.000 SF | 12.84000 19555.32| 15.00000 22845.00| 50.00000 76150.00 CONSTRUCTION SIGNS | | | 0050 24272 210.000 HR | 20.00000 4200.00| 40.00000 8400.00| 40.00000 8400.00 TRUCK MOUNTED ATTENUATOR | | | 0060 24278 1754.000 DAY | 0.50000 877.00| 1.00000 1754.00| 3.00000 5262.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J46 -2 TABULATION OF BIDS CALL ORDER : J46 CONTRACT ID : C00094626B02B COUNTIES : CAROLINE WESTMORELAND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SPOTSYLVANIA OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) P497 |( 3 ) W210 |J. SANDERS CONSTRUCTION CO. |PRECON MARINE INCORPORATED |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 24279 1000.000 HR | 5.80000 5800.00| 45.00000 45000.00| 20.00000 20000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0080 24281 186.000 HR | 25.00000 4650.00| 16.00000 2976.00| 16.00000 2976.00 ELECTRONIC ARROW | | | 0090 24282 448.000 HR | 25.00000 11200.00| 50.00000 22400.00| 35.00000 15680.00 FLAGGER SERVICE | | | 0100 27422 10.000 EA | 4585.25000 45852.50| 2300.00000 23000.00| 4000.00000 40000.00 DEWATERING BASIN | | | 0110 27430 255.000 CY | 75.12000 19155.60| 425.00000 108375.00| 20.00000 5100.00 SILTATION CONTROL EXCAVATION | | | 0120 27505 1500.000 LF | 3.02000 4530.00| 0.75000 1125.00| 7.00000 10500.00 TEMP. SILT FENCE | | | 0130 60125 LUMP| 9000.00000 9000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 1002 | | | 0140 60125 LUMP| 9000.00000 9000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 1003 | | | 0150 60125 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 1004 | | | 0160 60125 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 1021 | | | 0170 60125 LUMP| 4000.00000 4000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 1958 | | | 0180 60125 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 6001 | | | 0190 60125 LUMP| 8000.00000 8000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 6010 | | | 0200 60125 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 6031 | | | 0210 60125 LUMP| 8000.00000 8000.00| 25000.00000 25000.00| 29000.00000 29000.00 NS BRIDGE BRIDGE MOBILIZATION | | | STRUCT. # 6035 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : J46 -3 TABULATION OF BIDS CALL ORDER : J46 CONTRACT ID : C00094626B02B COUNTIES : CAROLINE WESTMORELAND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SPOTSYLVANIA OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) P497 |( 3 ) W210 |J. SANDERS CONSTRUCTION CO. |PRECON MARINE INCORPORATED |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 66120 15.000 EA | 21000.00000 315000.00| 24000.00000 360000.00| 35000.00000 525000.00 COFFERDAM | | | 0230 66640 120.000 CY | 475.00000 57000.00| 950.00000 114000.00| 3000.00000 360000.00 CONCRETE RIPRAP IN BAGS | | | 0240 66920 399.000 CY | 375.00000 149625.00| 425.00000 169575.00| 65.00000 25935.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE SILT REMOVAL AND DISPOSAL | | | 0250 67904 LUMP| 15000.00000 15000.00| 2100.00000 2100.00| 15000.00000 15000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS REM. PORT. OF EXIST. TIMB. | | | PILES & SHEET | | | 0260 67904 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| 40000.00000 40000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER QUALITY MONITOR. | | | STRUCT. # 6001 | | | 0270 67904 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| 40000.00000 40000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER QUALITY MONITOR. | | | STRUCT. # 6010 | | | 0280 67904 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| 40000.00000 40000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER QUALITY MONITOR. | | | STRUCT. # 6035 | | | 0290 69036 59.000 CY | 285.00000 16815.00| 800.00000 47200.00| 1500.00000 88500.00 CONCRETE CLASS T3 | | | 0300 69627 520.000 TON | 141.00000 73320.00| 210.00000 109200.00| 332.00000 172640.00 DRY RIPRAP CL. I | | | 0310 69639 1503.000 TON | 137.00000 205911.00| 230.00000 345690.00| 378.00000 568134.00 DRY RIPRAP CL. II | | | SECTION TOTALS | $ 1,094,462.02| $ 1,732,965.00| $ 2,396,777.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,094,462.02| $ 1,732,965.00| $ 2,396,777.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K14 -1 TABULATION OF BIDS CALL ORDER : K14 CONTRACT ID : C00093115B16 COUNTIES : CAROLINE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 07/31/13 COMPLETION DATE PROJECT(S) : (NFO) 0301-016-575, B616 FED # NH-PM06 (331) CONTRACT DESCRIPTION: BRIDGE REHABILITATION RTE.301 OVER RAPPAHANNOCK RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C097 CORMAN CONSTRUCTION, INC. $ 5,571,070.60 100.0000% 2 W002 G. A. & F. C. WAGMAN, INC. $ 5,586,394.30 100.2751% 3 L002 THE LANE CONSTRUCTION CORPORATION $ 5,699,535.75 102.3059% 4 L026 D. W. LYLE CORPORATION $ 7,283,531.74 130.7385% ==================================================================================================================================== |( 1 ) C097 |( 2 ) W002 |( 3 ) L002 |CORMAN CONSTRUCTION, INC. |G. A. & F. C. WAGMAN, INC. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REQULAR BID ITEMS | | | 0010 00100 LUMP| 250000.00000 250000.00| 308000.00000 308000.00| 280000.00000 280000.00 MOBILIZATION | | | 0020 00106 16.000 EA | 200.00000 3200.00| 1100.00000 17600.00| 1750.00000 28000.00 NS MONITORING MONITORING UTILITY TEST | | | PIT | | | 0030 00120 20.000 CY | 75.00000 1500.00| 110.00000 2200.00| 75.00000 1500.00 REGULAR EXCAVATION | | | 0040 10128 165.000 TON | 65.00000 10725.00| 52.00000 8580.00| 35.00000 5775.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10611 110.000 TON | 150.00000 16500.00| 151.00000 16610.00| 215.00000 23650.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0060 10628 2276.000 SY | 6.00000 13656.00| 3.50000 7966.00| 1.50000 3414.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0070 10636 180.000 TON | 150.00000 27000.00| 152.00000 27360.00| 225.00000 40500.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0080 10642 165.000 TON | 150.00000 24750.00| 150.00000 24750.00| 185.00000 30525.00 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K14 -2 TABULATION OF BIDS CALL ORDER : K14 CONTRACT ID : C00093115B16 COUNTIES : CAROLINE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C097 |( 2 ) W002 |( 3 ) L002 |CORMAN CONSTRUCTION, INC. |G. A. & F. C. WAGMAN, INC. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 11070 1100.000 LF | 5.00000 5500.00| 3.50000 3850.00| 6.75000 7425.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 10" DEPTH | | | 0100 11071 28.000 LF | 15.00000 420.00| 8.25000 231.00| 11.00000 308.00 NS SAW-CUT HYDR.CEM.CONC.PAVE. SAW-CUT | | | HYD.CEM.CON.PAV FULL DEPTH | | | 0110 12030 95.000 LF | 45.00000 4275.00| 92.00000 8740.00| 32.00000 3040.00 STD. CURB CG-3 | | | 0120 12032 22.000 LF | 45.00000 990.00| 60.00000 1320.00| 40.00000 880.00 RADIAL CURB CG-3 | | | 0130 12505 4.000 TON | 200.00000 800.00| 150.00000 600.00| 260.00000 1040.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0140 13320 75.000 LF | 45.00000 3375.00| 40.00000 3000.00| 50.00000 3750.00 GUARDRAIL GR-2 | | | 0150 13383 2.000 EA | 3500.00000 7000.00| 3700.00000 7400.00| 3500.00000 7000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0160 13384 2.000 EA | 2000.00000 4000.00| 1200.00000 2400.00| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0170 13460 605.000 LF | 150.00000 90750.00| 175.00000 105875.00| 85.00000 51425.00 MEDIAN BARRIER MB-7D | | | 0180 13605 1.000 EA | 8000.00000 8000.00| 10000.00000 10000.00| 11500.00000 11500.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0190 13607 2.000 EA | 18000.00000 36000.00| 18000.00000 36000.00| 18500.00000 37000.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0200 24152 3.000 EA | 400.00000 1200.00| 225.00000 675.00| 725.00000 2175.00 TYPE III BARRICADE 8' | | | 0210 24160 557.000 SF | 16.00000 8912.00| 12.00000 6684.00| 12.00000 6684.00 CONSTRUCTION SIGNS | | | 0220 24272 12960.000 HR | 0.01000 129.60| 3.60000 46656.00| 1.00000 12960.00 TRUCK MOUNTED ATTENUATOR | | | 0230 24278 30000.000 DAY | 0.70000 21000.00| 0.30000 9000.00| 0.50000 15000.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24279 672.000 HR | 12.00000 8064.00| 1.00000 672.00| 13.00000 8736.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0250 24281 26000.000 HR | 0.70000 18200.00| 0.25000 6500.00| 0.50000 13000.00 ELECTRONIC ARROW | | | 0260 24285 4247.000 LF | 15.00000 63705.00| 15.00000 63705.00| 19.25000 81754.75 TEMPORARY ASPHALT MEDIAN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K14 -3 TABULATION OF BIDS CALL ORDER : K14 CONTRACT ID : C00093115B16 COUNTIES : CAROLINE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C097 |( 2 ) W002 |( 3 ) L002 |CORMAN CONSTRUCTION, INC. |G. A. & F. C. WAGMAN, INC. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24286 106.000 EA | 50.00000 5300.00| 34.00000 3604.00| 42.00000 4452.00 FLEXIBLE POST DELINEATOR | | | 0280 24292 1.000 EA | 2000.00000 2000.00| 1900.00000 1900.00| 9500.00000 9500.00 TRAFFIC BARR. SERVICE, CONC. LATERAL | | | SUPPORT | | | 0290 24297 200.000 LF | 35.00000 7000.00| 27.00000 5400.00| 75.00000 15000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0300 24420 72.000 SY | 80.00000 5760.00| 40.00000 2880.00| 56.00000 4032.00 DEMOLITION OF PAVEMENT (RIGID) | | | 0310 24430 479.000 SY | 25.00000 11975.00| 22.00000 10538.00| 10.00000 4790.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0320 24600 140.000 LF | 10.00000 1400.00| 10.00000 1400.00| 12.00000 1680.00 REMOVE EXISTING GUARDRAIL | | | 0330 27461 3.000 EA | 250.00000 750.00| 300.00000 900.00| 300.00000 900.00 INLET PROTECTION TYPE B | | | 0340 27506 332.000 LF | 5.00000 1660.00| 8.00000 2656.00| 1.50000 498.00 TEMP. FILTER BARRIER | | | 0360 54079 15000.000 LF | 4.00000 60000.00| 5.00000 75000.00| 6.00000 90000.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0370 54105 12000.000 LF | 0.70000 8400.00| 1.00000 12000.00| 1.15000 13800.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0380 54217 150.000 EA | 30.00000 4500.00| 50.00000 7500.00| 45.00000 6750.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0390 54240 514.000 EA | 9.00000 4626.00| 3.55000 1824.70| 5.00000 2570.00 TEMP. PAVE. MARKER 1 WAY | | | 0400 54242 115.000 EA | 9.00000 1035.00| 3.80000 437.00| 5.00000 575.00 TEMP. PAVE. MARKER 2 WAY | | | 0410 54512 15000.000 LF | 1.30000 19500.00| 1.25000 18750.00| 1.50000 22500.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0420 62050 1483.000 LF | 175.00000 259525.00| 170.00000 252110.00| 170.00000 252110.00 BRIDGE MEDIAN BARRIER TY. MC(J) | | | 0421 62055 650.000 LF | 35.00000 22750.00| 33.00000 21450.00| 20.00000 13000.00 NS MEDIAN BARRIER MEDIAN BARRIER REMOVE | | | EXISTING | | | 0430 67260 LUMP| 75000.00000 75000.00| 200000.00000 200000.00| 180000.00000 180000.00 NS CONDUIT SYSTEM CONDUIT SYSTEM STR. | | | NO. 1946 | | | 0440 67400 LUMP| 25000.00000 25000.00| 53000.00000 53000.00| 50000.00000 50000.00 DECK DRAINAGE SYSTEM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K14 -4 TABULATION OF BIDS CALL ORDER : K14 CONTRACT ID : C00093115B16 COUNTIES : CAROLINE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C097 |( 2 ) W002 |( 3 ) L002 |CORMAN CONSTRUCTION, INC. |G. A. & F. C. WAGMAN, INC. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 67450 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 95000.00000 95000.00 NAVIGATION LIGHTS | | | 0460 67904 LUMP| 100.00000 100.00| 2000.00000 2000.00| 7000.00000 7000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS INSPECT STRUCTURE (NO. | | | 1946) | | | 0480 68040 580.000 CY | 2000.00000 1160000.00| 975.00000 565500.00| 1250.00000 725000.00 CONCRETE CLASS A4 | | | 0490 68090 11604.000 SY | 2.50000 29010.00| 2.40000 27849.60| 3.00000 34812.00 BRIDGE DECK GROOVING | | | 0500 68101 92600.000 LB | 1.55000 143530.00| 1.75000 162050.00| 2.25000 208350.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0510 68314 9723.000 SY | 7.00000 68061.00| 6.00000 58338.00| 3.00000 29169.00 TYPE A MILLING (1" DEPTH) | | | 0520 68320 2780.000 SY | 1.00000 2780.00| 200.00000 556000.00| 270.00000 750600.00 TYPE B PATCHING | | | 0530 68330 309.000 SY | 1.00000 309.00| 350.00000 108150.00| 690.00000 213210.00 TYPE C PATCHING | | | 0540 68476 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 17000.00000 17000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1946 | | | 0550 68492 LUMP| 1000.00000 1000.00| 8000.00000 8000.00| 28000.00000 28000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1946 | | | 0560 68556 75.000 LF | 75.00000 5625.00| 75.00000 5625.00| 60.00000 4500.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0570 68562 75.000 LF | 150.00000 11250.00| 130.00000 9750.00| 125.00000 9375.00 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 0580 68570 403.000 LF | 450.00000 181350.00| 125.00000 50375.00| 18.00000 7254.00 EXPANSION JOINT REMOVAL | | | 0590 68572 643.000 L.F.| 175.00000 112525.00| 41.00000 26363.00| 85.00000 54655.00 EXPANSION JOINT RECONSTRUCTION | | | 0600 68574 672.000 LF | 25.00000 16800.00| 15.00000 10080.00| 80.00000 53760.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0610 68578 48.000 LF | 400.00000 19200.00| 125.00000 6000.00| 75.00000 3600.00 BACK WALL RECONSTRUCTION | | | 0620 68900 LUMP| 1270000.00000 1270000.00| 1625000.00000 1625000.00| 780000.00000 780000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 1946 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K14 -5 TABULATION OF BIDS CALL ORDER : K14 CONTRACT ID : C00093115B16 COUNTIES : CAROLINE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C097 |( 2 ) W002 |( 3 ) L002 |CORMAN CONSTRUCTION, INC. |G. A. & F. C. WAGMAN, INC. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 68910 11604.000 SY | 62.00000 719448.00| 35.00000 406140.00| 63.00000 731052.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD CEM CONC (1 | | | 1/4"-1 3/4") | | | 0640 69080 2970.000 LF | 225.00000 668250.00| 185.00000 549450.00| 200.00000 594000.00 RAILING, BR27C 3 RAILS | | | SECTION TOTALS | $ 5,571,070.60| $ 5,586,394.30| $ 5,699,535.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,571,070.60| $ 5,586,394.30| $ 5,699,535.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -1 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/16/12 COMPLETION DATE PROJECT(S) : (NFO) U000-279-102,M501 FED # STP-5279(007) (NFO) U000-279-102,M501 FED # STP-5279(007) (NFO) U000-279-102,M501 FED # STP-5279(007) CONTRACT DESCRIPTION: HENSON AVE - CONSTRUCT SIDEWALK FR: INT MAIN STREET (ROUTE 100) TO: INT FORT BRANCH ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 1,114,116.29 100.0000% 2 B038 H. T. BOWLING, INC. $ 1,170,668.87 105.0760% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,299,076.70 116.6015% 4 D549 DCI/SHIRES, INC. $ 1,349,332.76 121.1124% 5 P091 E. C. PACE COMPANY, INC. $ 1,650,500.00 148.1443% 6 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,801,268.50 161.6769% ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, 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| 84000.00000 84000.00| 37700.83000 37700.83| 55000.00000 55000.00 MOBILIZATION | | | 0020 00102 LUMP| 10890.00000 10890.00| 10626.23000 10626.23| 30000.00000 30000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 80000.00000 80000.00| 160941.87000 160941.87| 180000.00000 180000.00 GRADING | | | 0040 00700 1806.000 LF | 1.83000 3304.98| 5.81000 10492.86| 4.50000 8127.00 POST INSTALLATION INSPECTION | | | 0050 01126 104.000 LF | 69.00000 7176.00| 39.91000 4150.64| 82.04000 8532.16 STORM SEWER PIPE 12" | | | 0060 01156 1544.000 LF | 40.00000 61760.00| 47.25000 72954.00| 76.99000 118872.56 STORM SEWER PIPE 15" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -2 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 01186 60.000 LF | 80.00000 4800.00| 48.83000 2929.80| 82.23000 4933.80 STORM SEWER PIPE 18" | | | 0080 01246 70.000 LF | 90.00000 6300.00| 60.31000 4221.70| 85.68000 5997.60 STORM SEWER PIPE 24" | | | 0090 04160 28.000 LF | 100.00000 2800.00| 86.08000 2410.24| 123.22000 3450.16 24" X 18" ARCH PIPE | | | 0100 06150 2.000 EA | 600.00000 1200.00| 673.68000 1347.36| 342.63000 685.26 15" END SECTION ES-1 OR 2 | | | 0110 06180 1.000 EA | 750.00000 750.00| 672.10000 672.10| 423.10000 423.10 18" END SECTION ES-1 OR 2 | | | 0120 06240 1.000 EA | 1200.00000 1200.00| 840.55000 840.55| 425.55000 425.55 24" END SECTION ES-1 OR 2 | | | 0130 06740 2.000 EA | 2100.00000 4200.00| 2004.91000 4009.82| 2819.30000 5638.60 DROP INLET DI-1 | | | 0140 06815 3.000 EA | 2830.00000 8490.00| 2589.46000 7768.38| 3133.84000 9401.52 DROP INLET DI-3A | | | 0150 06817 2.000 EA | 3000.00000 6000.00| 2861.00000 5722.00| 3425.03000 6850.06 DROP INLET DI-3B,L=4' | | | 0160 06818 4.000 EA | 3300.00000 13200.00| 3050.49000 12201.96| 3628.25000 14513.00 DROP INLET DI-3B,L=6' | | | 0170 06819 4.000 EA | 3550.00000 14200.00| 3179.47000 12717.88| 3766.59000 15066.36 DROP INLET DI-3B,L=8' | | | 0180 06820 1.000 EA | 4200.00000 4200.00| 3672.05000 3672.05| 4567.82000 4567.82 DROP INLET DI-3B,L=10' | | | 0190 06851 2.000 EA | 3300.00000 6600.00| 2204.92000 4409.84| 4059.61000 8119.22 DROP INLET DI-3D | | | 0200 07508 1.000 EA | 2900.00000 2900.00| 2386.07000 2386.07| 3425.38000 3425.38 DROP INLET DI-7 | | | 0210 07510 2.000 EA | 3000.00000 6000.00| 2412.78000 4825.56| 3749.26000 7498.52 DROP INLET DI-7A | | | 0220 09055 4.000 LF | 500.00000 2000.00| 640.05000 2560.20| 1172.09000 4688.36 MANHOLE MH-2 | | | 0230 09057 1.000 EA | 800.00000 800.00| 623.95000 623.95| 281.90000 281.90 FRAME & COVER MH-1 | | | 0240 09150 15.000 TON | 30.00000 450.00| 91.92000 1378.80| 44.77000 671.55 EROSION CONTROL STONE CLASS I, EC-1 | | | 0250 09185 73.000 SY | 70.00000 5110.00| 85.01000 6205.73| 48.38000 3531.74 PAVED DITCH PG-2A | | | 0260 10128 1817.000 TON | 23.00000 41791.00| 28.83000 52384.11| 34.00000 61778.00 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -3 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 10635 803.000 TON | 144.10000 115712.30| 139.10000 111697.30| 140.72000 112998.16 ASPHALT CONCRETE TY. SM-9.5A | | | 0280 10642 625.000 TON | 161.70000 101062.50| 155.57000 97231.25| 157.38000 98362.50 ASPHALT CONCRETE TY. BM-25.0A | | | 0290 11040 241.000 SY | 82.00000 19762.00| 61.63000 14852.83| 68.80000 16580.80 CONCRETE ENTRANCE PAVE. 7" | | | 0300 11070 2752.000 LF | 5.00000 13760.00| 7.14000 19649.28| 6.00000 16512.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0310 12020 395.000 LF | 22.00000 8690.00| 15.41000 6086.95| 16.13000 6371.35 STD. CURB CG-2 | | | 0320 12022 31.000 LF | 25.00000 775.00| 16.47000 510.57| 16.13000 500.03 RADIAL CURB CG-2 | | | 0330 12600 1962.000 LF | 24.00000 47088.00| 17.53000 34393.86| 16.13000 31647.06 STD. COMB. CURB & GUTTER CG-6 | | | 0340 12610 829.000 LF | 25.00000 20725.00| 18.06000 14971.74| 16.13000 13371.77 RADIAL COMB. CURB & GUTTER CG-6 | | | 0350 12940 335.000 SY | 82.00000 27470.00| 69.07000 23138.45| 64.50000 21607.50 ENTRANCE GUTTER CG-9D | | | 0360 13108 39.000 SY | 400.00000 15600.00| 371.92000 14504.88| 231.13000 9014.07 CG-12 DETECTABLE WARNING SURFACE | | | 0370 13220 1255.000 SY | 55.00000 69025.00| 41.44000 52007.20| 32.25000 40473.75 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0380 14440 82.000 LF | 5.00000 410.00| 3.79000 310.78| 3.80000 311.60 SAW CUT SIDEWALK | | | 0390 14450 12.000 LF | 5.00000 60.00| 15.98000 191.76| 3.79000 45.48 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0400 24100 100.000 HR | 20.00000 2000.00| 64.36000 6436.00| 26.56000 2656.00 ALLAYING DUST | | | 0410 24152 4.000 EA | 550.00000 2200.00| 771.32000 3085.28| 252.63000 1010.52 TYPE III BARRICADE 8' | | | 0420 24160 600.000 SF | 16.50000 9900.00| 26.68000 16008.00| 16.13000 9678.00 CONSTRUCTION SIGNS | | | 0430 24260 24.000 TON | 25.50000 612.00| 24.23000 581.52| 39.80000 955.20 CR. RUN AGGR. NO. 25 OR 26 | | | 0440 24272 200.000 HR | 15.00000 3000.00| 11.77000 2354.00| 5.98000 1196.00 TRUCK MOUNTED ATTENUATOR | | | 0450 24278 21770.000 DAY | 0.50000 10885.00| 1.28000 27865.60| 0.70000 15239.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -4 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24279 1350.000 HR | 8.00000 10800.00| 11.42000 15417.00| 12.67000 17104.50 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0470 24281 200.000 HR | 15.00000 3000.00| 8.90000 1780.00| 10.81000 2162.00 ELECTRONIC ARROW | | | 0480 24282 1000.000 HR | 15.00000 15000.00| 22.55000 22550.00| 23.13000 23130.00 FLAGGER SERVICE | | | 0490 24288 1350.000 DAY | 2.50000 3375.00| 2.37000 3199.50| 1.34000 1809.00 WARNING LIGHT TY. B | | | 0500 24430 603.000 SY | 15.00000 9045.00| 3.96000 2387.88| 17.31000 10437.93 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0510 25506 9.000 MO | 1400.00000 12600.00| 1223.89000 11015.01| 1817.27000 16355.43 FIELD OFFICE TY.II | | | 0520 26119 28.000 TON | 68.00000 1904.00| 78.10000 2186.80| 65.08000 1822.24 DRY RIPRAP CL.I 18" | | | 0530 27023 7.000 CY | 400.00000 2800.00| 103.51000 724.57| 74.64000 522.48 TOPSOIL CLASS B | | | 0540 27102 201.000 LB | 10.23000 2056.23| 10.63000 2136.63| 10.00000 2010.00 REGULAR SEED | | | 0550 27103 104.000 LB | 7.87000 818.48| 10.63000 1105.52| 7.69000 799.76 OVERSEEDING | | | 0560 27215 1.000 TON | 1210.00000 1210.00| 903.23000 903.23| 1182.50000 1182.50 FERTILIZER(15-30-15) | | | 0570 27250 4.000 TON | 111.10000 444.40| 107.32000 429.28| 108.58000 434.32 LIME | | | 0580 27321 443.000 SY | 2.20000 974.60| 2.23000 987.89| 2.15000 952.45 PROTECTIVE COVERING EC-2 | | | 0590 27410 4.000 EA | 400.00000 1600.00| 296.99000 1187.96| 295.63000 1182.52 CHECK DAM, ROCK TY. I | | | 0600 27415 20.000 EA | 250.00000 5000.00| 242.36000 4847.20| 295.63000 5912.60 CHECK DAM(ROCK) TY. II | | | 0610 27430 1056.000 CY | 0.50000 528.00| 5.07000 5353.92| 0.33000 348.48 SILTATION CONTROL EXCAVATION | | | 0620 27451 5.000 EA | 200.00000 1000.00| 160.67000 803.35| 281.02000 1405.10 INLET PROTECTION TYPE A | | | 0630 27461 16.000 EA | 250.00000 4000.00| 384.82000 6157.12| 281.02000 4496.32 INLET PROTECTION TYPE B | | | 0640 27505 616.000 LF | 3.00000 1848.00| 3.14000 1934.24| 3.05000 1878.80 TEMP. SILT FENCE | | | 0650 27506 4710.000 LF | 1.50000 7065.00| 2.51000 11822.10| 3.05000 14365.50 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -5 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 27580 50.000 CY | 50.00000 2500.00| 11.64000 582.00| 17.78000 889.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0670 40002 289.000 LF | 20.00000 5780.00| 16.80000 4855.20| 22.00000 6358.00 3/4" WATER SERVICE LINE | | | 0680 40020 97.000 LF | 30.00000 2910.00| 27.62000 2679.14| 25.00000 2425.00 2" WATER MAIN | | | 0690 40061 141.000 LF | 50.00000 7050.00| 81.68000 11516.88| 89.10000 12563.10 6" DI WATER MAIN | | | 0700 40081 184.000 LF | 55.00000 10120.00| 72.87000 13408.08| 85.73000 15774.32 8" DI WATER MAIN | | | 0710 40906 15.000 LF | 150.00000 2250.00| 337.90000 5068.50| 262.00000 3930.00 6" OFFSET EXIST.PIPE | | | 0720 40908 26.000 LF | 155.00000 4030.00| 276.48000 7188.48| 211.25000 5492.50 8" OFFSET EXIST. PIPE | | | 0730 41002 1.000 EA | 1500.00000 1500.00| 447.79000 447.79| 500.00000 500.00 2" GATE VALVE & BOX | | | 0740 41006 4.000 EA | 1200.00000 4800.00| 744.77000 2979.08| 750.00000 3000.00 6" GATE VALVE & BOX | | | 0750 41008 1.000 EA | 1800.00000 1800.00| 1048.37000 1048.37| 1150.00000 1150.00 8" GATE VALVE & BOX | | | 0760 41104 7.000 EA | 400.00000 2800.00| 354.12000 2478.84| 250.00000 1750.00 ADJUST EXIST. VALVE BOX | | | 0770 41820 1.000 EA | 2500.00000 2500.00| 3736.94000 3736.94| 3500.00000 3500.00 FIRE HYDRANT | | | 0780 41967 9.000 EA | 700.00000 6300.00| 749.19000 6742.71| 500.00000 4500.00 5/8" WATER METER BOX & YOKE | | | 0790 42044 125.000 LF | 17.00000 2125.00| 60.91000 7613.75| 56.76000 7095.00 4" SANITARY SERVICE LATERAL CONNECTION | | | 0800 42064 10.000 LF | 50.00000 500.00| 84.96000 849.60| 85.41000 854.10 6" SANITARY SERVICE LATERAL CONNECTION | | | 0810 42082 1026.000 LF | 60.00000 61560.00| 55.38000 56819.88| 86.24000 88482.24 8" DI SANITARY SEWER PIPE | | | 0820 42755 48.000 LF | 300.00000 14400.00| 182.22000 8746.56| 223.37000 10721.76 SANITARY SEWER MANHOLE | | | 0830 42764 8.000 EA | 640.00000 5120.00| 447.67000 3581.36| 450.00000 3600.00 MANHOLE FRAME & COVER F&C-1 | | | 0840 42765 3.000 EA | 350.00000 1050.00| 354.12000 1062.36| 300.00000 900.00 ADJUST EXIST FRAME & COVER | | | 0850 42845 5.000 EA | 380.00000 1900.00| 355.51000 1777.55| 250.00000 1250.00 4" SEWER CLEANOUT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -6 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 45512 10.000 LF | 200.00000 2000.00| 69.34000 693.40| 53.08000 530.80 CONCRETE ENCASEMENT | | | 0870 50108 81.000 SF | 35.20000 2851.20| 34.00000 2754.00| 34.40000 2786.40 SIGN PANEL | | | 0880 50434 144.000 LF | 23.10000 3326.40| 22.32000 3214.08| 22.58000 3251.52 SIGN POST STP-1 2 1/2" | | | 0890 51170 2.000 EA | 2832.50000 5665.00| 2736.25000 5472.50| 2768.13000 5536.26 ELECTRICAL SERVICE SE-5 | | | 0900 51212 2.000 EA | 742.50000 1485.00| 717.27000 1434.54| 725.63000 1451.26 PEDESTAL POLE PF-2 12' | | | 0910 51240 2.000 EA | 676.50000 1353.00| 653.51000 1307.02| 661.13000 1322.26 CONCRETE FOUNDATION PF-2 | | | 0920 51597 100.000 LF | 2.37000 237.00| 2.28000 228.00| 2.31000 231.00 8/2 CONDUCTOR CABLE | | | 0930 51602 100.000 LF | 2.04000 204.00| 1.97000 197.00| 1.99000 199.00 14/4 CONDUCTOR CABLE | | | 0940 52002 2.000 EA | 1787.50000 3575.00| 1726.75000 3453.50| 1746.88000 3493.76 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SCHOOL ZONE CAUTION LIGHT | | | ASSEMBLY | | | 0950 52002 4.000 EA | 577.50000 2310.00| 557.88000 2231.52| 564.38000 2257.52 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL HEAD 8" LED| | | 0960 54032 7000.000 LF | 0.83000 5810.00| 3.13000 21910.00| 3.17000 22190.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0970 54100 160.000 LF | 13.75000 2200.00| 16.74000 2678.40| 16.93000 2708.80 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO PAVE.LINE MARK12" | | | 0980 54100 50.000 LF | 13.75000 687.50| 26.03000 1301.50| 26.45000 1322.50 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO PAVE.LINE. MARK 24" | | | 0990 54401 2.000 EA | 550.00000 1100.00| 738.52000 1477.04| 747.13000 1494.26 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 1000 55080 70.000 LF | 1.71000 119.70| 1.65000 115.50| 1.67000 116.90 8 CONDUCTOR CABLE | | | 1010 55586 2.000 EA | 990.00000 1980.00| 956.36000 1912.72| 967.50000 1935.00 JUNCTION BOX JB-S1 | | | 1020 56014 10.000 EA | 132.00000 1320.00| 127.51000 1275.10| 129.00000 1290.00 ELECT. SER. GRD. ELECTRODE(10') | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K20 -7 TABULATION OF BIDS CALL ORDER : K20 CONTRACT ID : C00014613M01 COUNTIES : GILES LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) B038 |( 3 ) W048 |ELK KNOB, INC. |H. T. BOWLING, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 56030 50.000 LF | 4.40000 220.00| 4.25000 212.50| 4.30000 215.00 2" CONDUIT | | | 1040 56051 50.000 LF | 44.00000 2200.00| 42.50000 2125.00| 43.00000 2150.00 BORED CONDUIT 3" | | | 1050 56200 50.000 LF | 11.00000 550.00| 10.63000 531.50| 10.75000 537.50 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 1,114,116.29| $ 1,170,668.87| $ 1,299,076.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,114,116.29| $ 1,170,668.87| $ 1,299,076.70 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K22 -1 TABULATION OF BIDS CALL ORDER : K22 CONTRACT ID : C00005543C02 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/27/13 COMPLETION DATE PROJECT(S) : (NFO) 0626-015-238, C502 FED # STP-015-3(064) CONTRACT DESCRIPTION: GRADING, PAVING, DRAINAGE AND INCIDENTALS FR: 0.044 MI. S. INT. RTE. 711 TO: 0.009 MI. S. INT. RTE. 682 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B319 BRANCH HIGHWAYS, INC. $ 4,119,533.00 100.0000% 2 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 4,256,962.15 103.3360% 3 P203 PEARSON CONSTRUCTION, INC. $ 4,277,792.49 103.8417% 4 H018 HAYMES BROTHERS, INC. $ 4,352,311.50 105.6506% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 4,797,916.69 116.4675% 6 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 4,839,625.24 117.4799% 7 D172 DLB, INC. $ 4,953,440.80 120.2428% 8 P680 PHILLIPS CONSTRUCTION, LLC $ 5,024,116.76 121.9584% ==================================================================================================================================== |( 1 ) B319 |( 2 ) K006 |( 3 ) P203 |BRANCH HIGHWAYS, INC. |KEY CONSTRUCTION COMPANY, I |PEARSON CONSTRUCTION, 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| 235000.00000 235000.00| 150000.00000 150000.00| 408000.00000 408000.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| 37000.00000 37000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00112 1.000 UNIT| 89800.00000 89800.00| 125000.00000 125000.00| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0040 00120 143637.000 CY | 6.00000 861822.00| 6.05000 869003.85| 5.00000 718185.00 REGULAR EXCAVATION | | | 0050 00140 100.000 CY | 2.00000 200.00| 15.00000 1500.00| 25.00000 2500.00 BORROW EXCAVATION | | | 0060 00211 475.000 CY | 5.00000 2375.00| 24.00000 11400.00| 20.00000 9500.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00212 7000.000 CY | 5.00000 35000.00| 14.00000 98000.00| 15.75000 110250.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K22 -2 TABULATION OF BIDS CALL ORDER : K22 CONTRACT ID : C00005543C02 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) K006 |( 3 ) P203 |BRANCH HIGHWAYS, INC. |KEY CONSTRUCTION COMPANY, I |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00305 28.000 CY | 75.00000 2100.00| 70.00000 1960.00| 58.50000 1638.00 NS SELECT MATERIAL SELECT MATERIAL | | | LANDSCAPE MULCH | | | 0090 00505 333.000 TON | 17.00000 5661.00| 28.00000 9324.00| 31.00000 10323.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0100 00522 522.000 CY | 505.00000 263610.00| 440.00000 229680.00| 500.00000 261000.00 CONCRETE CLASS A4 BOX CULVERT | | | 0110 00525 12.000 CY | 600.00000 7200.00| 880.00000 10560.00| 1050.00000 12600.00 CONCRETE CLASS A3 MISC. | | | 0120 00540 62646.000 LB | 1.00000 62646.00| 0.90000 56381.40| 0.65000 40719.90 REINF. STEEL | | | 0130 00590 159.000 LF | 18.00000 2862.00| 20.00000 3180.00| 15.00000 2385.00 COMB. UNDERDRAIN CD-1 | | | 0140 00591 64.000 LF | 18.00000 1152.00| 20.00000 1280.00| 15.00000 960.00 COMB. UNDERDRAIN CD-2 | | | 0150 00595 78.000 LF | 5.00000 390.00| 20.00000 1560.00| 15.00000 1170.00 OUTLET PIPE | | | 0160 00596 9.000 EA | 500.00000 4500.00| 550.00000 4950.00| 550.00000 4950.00 ENDWALL EW-12 | | | 0170 00700 489.000 LF | 1.00000 489.00| 3.00000 1467.00| 20.00000 9780.00 POST INSTALLATION INSPECTION | | | 0180 01150 550.000 LF | 45.00000 24750.00| 33.00000 18150.00| 30.00000 16500.00 15" PIPE | | | 0190 01156 90.000 LF | 50.00000 4500.00| 45.00000 4050.00| 35.00000 3150.00 STORM SEWER PIPE 15" | | | 0200 01240 128.000 LF | 65.00000 8320.00| 58.00000 7424.00| 42.00000 5376.00 24" PIPE | | | 0210 01242 60.000 LF | 90.00000 5400.00| 54.00000 3240.00| 52.00000 3120.00 24" CONC. PIPE | | | 0220 01246 100.000 LF | 65.00000 6500.00| 54.00000 5400.00| 52.00000 5200.00 STORM SEWER PIPE 24" | | | 0230 01300 40.000 LF | 75.00000 3000.00| 75.00000 3000.00| 65.00000 2600.00 30" PIPE | | | 0240 01482 130.000 LF | 310.00000 40300.00| 176.00000 22880.00| 150.00000 19500.00 48" CONC. PIPE | | | 0250 06150 7.000 EA | 250.00000 1750.00| 800.00000 5600.00| 300.00000 2100.00 15" END SECTION ES-1 OR 2 | | | 0260 06240 5.000 EA | 550.00000 2750.00| 980.00000 4900.00| 600.00000 3000.00 24" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K22 -3 TABULATION OF BIDS CALL ORDER : K22 CONTRACT ID : C00005543C02 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) K006 |( 3 ) P203 |BRANCH HIGHWAYS, INC. |KEY CONSTRUCTION COMPANY, I |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 07506 1.000 EA | 3000.00000 3000.00| 2250.00000 2250.00| 3000.00000 3000.00 DROP INLET DI-5 | | | 0280 09148 16.000 TON | 55.00000 880.00| 55.00000 880.00| 60.00000 960.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0290 09150 92.000 TON | 75.00000 6900.00| 55.00000 5060.00| 50.00000 4600.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0300 09185 3357.000 SY | 61.00000 204777.00| 48.00000 161136.00| 57.00000 191349.00 PAVED DITCH PG-2A | | | 0310 09250 16.000 EA | 300.00000 4800.00| 800.00000 12800.00| 1100.00000 17600.00 SLOPE DRAIN | | | 0320 10041 317.000 TON | 20.00000 6340.00| 33.50000 10619.50| 32.70000 10365.90 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0330 10128 15008.000 TON | 19.50000 292656.00| 25.25000 378952.00| 21.25000 318920.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0340 10416 16804.000 GAL | 2.00000 33608.00| 2.65000 44530.60| 2.60000 43690.40 LIQUID ASPHALT | | | 0350 10610 4621.000 TON | 68.00000 314228.00| 68.00000 314228.00| 65.65000 303368.65 ASPHALT CONCRETE TY. IM-19.0A | | | 0360 10635 3872.000 TON | 78.00000 302016.00| 74.00000 286528.00| 72.30000 279945.60 ASPHALT CONCRETE TY. SM-9.5A | | | 0370 10642 7582.000 TON | 56.00000 424592.00| 62.00000 470084.00| 60.50000 458711.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0380 13310 50.000 LF | 100.00000 5000.00| 100.00000 5000.00| 100.00000 5000.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0390 13320 3856.000 LF | 18.00000 69408.00| 18.00000 69408.00| 18.00000 69408.00 GUARDRAIL GR-2 | | | 0400 13345 13.000 EA | 2450.00000 31850.00| 2500.00000 32500.00| 2450.00000 31850.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0410 14260 4040.000 TON | 15.00000 60600.00| 24.00000 96960.00| 19.60000 79184.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0420 24100 500.000 HR | 10.00000 5000.00| 20.00000 10000.00| 25.00000 12500.00 ALLAYING DUST | | | 0430 24152 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 600.00000 2400.00 TYPE III BARRICADE 8' | | | 0440 24160 619.000 SF | 30.00000 18570.00| 25.00000 15475.00| 17.00000 10523.00 CONSTRUCTION SIGNS | | | 0450 24278 8500.000 DAY | 0.25000 2125.00| 1.00000 8500.00| 1.00000 8500.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K22 -4 TABULATION OF BIDS CALL ORDER : K22 CONTRACT ID : C00005543C02 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) K006 |( 3 ) P203 |BRANCH HIGHWAYS, INC. |KEY CONSTRUCTION COMPANY, I |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24282 2800.000 HR | 16.00000 44800.00| 23.75000 66500.00| 15.00000 42000.00 FLAGGER SERVICE | | | 0470 24287 2000.000 DAY | 0.20000 400.00| 1.25000 2500.00| 1.00000 2000.00 WARNING LIGHT TY. A | | | 0480 24400 25.000 UNIT| 100.00000 2500.00| 350.00000 8750.00| 200.00000 5000.00 OBSCURING ROADWAY | | | 0490 24410 25328.000 SY | 5.00000 126640.00| 2.60000 65852.80| 3.50000 88648.00 DEMOLITION OF PAVEMENT | | | 0500 25505 16.000 MO | 1500.00000 24000.00| 2100.00000 33600.00| 1500.00000 24000.00 FIELD OFFICE TY.I | | | 0510 26117 130.000 TON | 60.00000 7800.00| 55.00000 7150.00| 50.00000 6500.00 DRY RIPRAP CL. AI | | | 0521 26271 448.000 TON | 65.00000 29120.00| 55.00000 24640.00| 50.00000 22400.00 NS DRY RIPRAP DRY RIPRAP CL. I 26" | | | 0530 27102 3168.000 LB | 10.50000 33264.00| 13.00000 41184.00| 10.50000 33264.00 REGULAR SEED | | | 0540 27103 1980.000 LB | 7.00000 13860.00| 3.75000 7425.00| 2.75000 5445.00 OVERSEEDING | | | 0550 27104 264.000 LB | 20.00000 5280.00| 26.00000 6864.00| 16.00000 4224.00 LEGUME SEED | | | 0560 27105 165.000 LB | 14.00000 2310.00| 15.00000 2475.00| 11.00000 1815.00 LEGUME OVERSEEDING | | | 0570 27215 5.000 TON | 1100.00000 5500.00| 1600.00000 8000.00| 1400.00000 7000.00 FERTILIZER(15-30-15) | | | 0580 27250 68.000 TON | 101.00000 6868.00| 235.00000 15980.00| 175.00000 11900.00 LIME | | | 0590 27321 4637.000 SY | 3.00000 13911.00| 2.25000 10433.25| 2.60000 12056.20 PROTECTIVE COVERING EC-2 | | | 0600 27325 343.000 SY | 6.00000 2058.00| 8.25000 2829.75| 7.50000 2572.50 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0610 27326 88.000 SY | 5.50000 484.00| 12.00000 1056.00| 11.00000 968.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0620 27337 1220.000 SY | 35.00000 42700.00| 10.00000 12200.00| 20.00000 24400.00 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0630 27340 16300.000 CY | 8.00000 130400.00| 8.75000 142625.00| 12.22000 199186.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0640 27415 239.000 EA | 175.00000 41825.00| 125.00000 29875.00| 200.00000 47800.00 CHECK DAM(ROCK) TY. II | | | 0650 27422 2.000 EA | 500.00000 1000.00| 1000.00000 2000.00| 1500.00000 3000.00 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K22 -5 TABULATION OF BIDS CALL ORDER : K22 CONTRACT ID : C00005543C02 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) K006 |( 3 ) P203 |BRANCH HIGHWAYS, INC. |KEY CONSTRUCTION COMPANY, I |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 27430 2382.000 CY | 2.00000 4764.00| 3.50000 8337.00| 0.10000 238.20 SILTATION CONTROL EXCAVATION | | | 0670 27451 1.000 EA | 160.00000 160.00| 200.00000 200.00| 300.00000 300.00 INLET PROTECTION TYPE A | | | 0680 27505 10298.000 LF | 2.00000 20596.00| 3.00000 30894.00| 1.75000 18021.50 TEMP. SILT FENCE | | | 0690 27552 333.000 TON | 30.00000 9990.00| 35.00000 11655.00| 34.00000 11322.00 NS NO. 57 STONE NO. 57 STONE .. | | | 0700 27580 932.000 CY | 10.00000 9320.00| 5.00000 4660.00| 10.00000 9320.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0710 28820 4.000 UNIT| 225.00000 900.00| 275.00000 1100.00| 175.00000 700.00 WATERING | | | 0720 30055 13.000 EA | 235.00000 3055.00| 170.00000 2210.00| 165.00000 2145.00 RED MAPLE 1.50" CAL. | | | 0730 38900 23.000 EA | 122.50000 2817.50| 520.00000 11960.00| 477.00000 10971.00 NS PLANT OR TREE PLANT OR TREE MOONGLOW | | | JUNIPER | | | 0740 38900 15.000 EA | 227.50000 3412.50| 160.00000 2400.00| 135.00000 2025.00 NS PLANT OR TREE PLANT OR TREE REDBUDD | | | 1.0" CAL. | | | 0750 38900 29.000 EA | 199.50000 5785.50| 178.00000 5162.00| 142.00000 4118.00 NS PLANT OR TREE PLANT OR TREE WILLOW | | | OAK 1.5" CAL. | | | 0760 38900 5.000 EA | 367.50000 1837.50| 325.00000 1625.00| 270.00000 1350.00 NS PLANT OR TREE PLANT OR TREE WILLOW | | | 'TRISTES' | | | 0770 39005 28.000 CY | 75.00000 2100.00| 70.00000 1960.00| 55.00000 1540.00 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | IMPROVED BACKFILL | | | 0780 50108 26.000 SF | 70.50000 1833.00| 75.00000 1950.00| 70.32000 1828.32 SIGN PANEL | | | 0790 50434 108.000 LF | 21.50000 2322.00| 22.00000 2376.00| 21.18000 2287.44 SIGN POST STP-1 2 1/2" | | | 0800 50490 9.000 EA | 644.00000 5796.00| 650.00000 5850.00| 634.38000 5709.42 CONCRETE FOUNDATION STP-1 | | | 0810 51962 5.000 EA | 277.00000 1385.00| 300.00000 1500.00| 276.51000 1382.55 NS RELOCATE RELOCATE EXISTING SIGN PANE | | | 0820 51962 1.000 EA | 277.00000 277.00| 300.00000 300.00| 276.51000 276.51 NS RELOCATE RELOCATE EXTST. SIGN STRUC. | | | & PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K22 -6 TABULATION OF BIDS CALL ORDER : K22 CONTRACT ID : C00005543C02 COUNTIES : CAMPBELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) K006 |( 3 ) P203 |BRANCH HIGHWAYS, INC. |KEY CONSTRUCTION COMPANY, I |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 51963 5.000 EA | 133.00000 665.00| 150.00000 750.00| 132.48000 662.40 NS REMOVE REMOVE AND DISPOSE SIGN | | | STRUCTURE | | | 0840 54020 42240.000 LF | 0.50000 21120.00| 0.40000 16896.00| 0.35000 14784.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0850 54060 24.000 LF | 12.50000 300.00| 14.00000 336.00| 12.50000 300.00 TYPE B CLASS IV PAVE. LINE MARKING 24" | | | 0860 54404 2.000 EA | 475.00000 950.00| 550.00000 1100.00| 475.00000 950.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 4,119,533.00| $ 4,256,962.15| $ 4,277,792.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,119,533.00| $ 4,256,962.15| $ 4,277,792.49 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -1 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 05/29/13 COMPLETION DATE PROJECT(S) : (NFO)U000-128-132, C501 FED # STP-5128(288 ) (NFO) U000-128-132, C501 FED # STP-5128(288) (NFO) U000-128-132, C501 FED # STP-5128(288) OTHERS CONTRACT DESCRIPTION: RIVERLAND ROAD - INTERSECTION IMPROVEMENT FR: 0.021 MI. WEST OF INT. WITH GARDEN CITY BOULEVARD TO: 0.161 MI. EAST OF INT. WITH BENNINGTON STREET SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 3,150,277.08 100.0000% 2 B319 BRANCH HIGHWAYS, INC. $ 3,535,823.50 112.2385% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 3,847,750.60 122.1401% 4 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 3,868,730.95 122.8061% 5 D172 DLB, INC. $ 4,223,347.07 134.0627% ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |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| 108000.00000 108000.00| 200000.00000 200000.00| 200000.00000 200000.00 MOBILIZATION | | | 0020 00101 LUMP| 39000.62000 39000.62| 13100.00000 13100.00| 40000.00000 40000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 30000.00000 30000.00| 65650.00000 65650.00| 60000.00000 60000.00 CLEARING AND GRUBBING | | | 0040 00120 33031.000 CY | 17.11000 565160.41| 14.00000 462434.00| 17.00000 561527.00 REGULAR EXCAVATION | | | 0050 00170 304.000 CY | 78.60000 23894.40| 59.00000 17936.00| 80.00000 24320.00 NS SOIL SOIL 30% COMPOST AMENDED | | | TOPSOIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -2 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00211 228.000 CY | 33.43000 7622.04| 3.50000 798.00| 20.00000 4560.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00525 24.000 CY | 444.74000 10673.76| 545.00000 13080.00| 1000.00000 24000.00 CONCRETE CLASS A3 MISC. | | | 0080 00529 14.000 CY | 210.51000 2947.14| 250.00000 3500.00| 250.00000 3500.00 FLOWABLE BACKFILL | | | 0090 00590 133.000 LF | 13.46000 1790.18| 30.00000 3990.00| 16.00000 2128.00 COMB. UNDERDRAIN CD-1 | | | 0100 00591 134.000 LF | 13.46000 1803.64| 30.00000 4020.00| 16.00000 2144.00 COMB. UNDERDRAIN CD-2 | | | 0110 00595 12.000 LF | 42.47000 509.64| 25.00000 300.00| 16.00000 192.00 OUTLET PIPE | | | 0120 00700 2402.000 LF | 4.99000 11985.98| 3.00000 7206.00| 3.00000 7206.00 POST INSTALLATION INSPECTION | | | 0130 01156 809.000 LF | 50.01000 40458.09| 68.00000 55012.00| 44.00000 35596.00 STORM SEWER PIPE 15" | | | 0140 01186 532.000 LF | 54.23000 28850.36| 76.00000 40432.00| 56.00000 29792.00 STORM SEWER PIPE 18" | | | 0150 01246 232.000 LF | 65.07000 15096.24| 87.00000 20184.00| 78.00000 18096.00 STORM SEWER PIPE 24" | | | 0160 01366 77.000 LF | 87.43000 6732.11| 100.00000 7700.00| 160.00000 12320.00 STORM SEWER PIPE 36" | | | 0170 01426 646.000 LF | 100.50000 64923.00| 115.00000 74290.00| 175.00000 113050.00 STORM SEWER PIPE 42" | | | 0180 02110 1607.000 SY | 6.36000 10220.52| 15.00000 24105.00| 13.00000 20891.00 NS DRAINAGE DRAINAGE LOW PERMEABILITY | | | LINER | | | 0190 02342 106.000 LF | 175.13000 18563.78| 185.00000 19610.00| 240.00000 25440.00 53" X 34" ELLIPTICAL CONC. PIPE | | | 0200 06180 1.000 EA | 845.28000 845.28| 700.00000 700.00| 400.00000 400.00 18" END SECTION ES-1 OR 2 | | | 0210 06241 1.000 EA | 973.35000 973.35| 1000.00000 1000.00| 500.00000 500.00 24" END SECTION ES-1 | | | 0220 06747 1.000 EA | 2532.79000 2532.79| 4500.00000 4500.00| 3500.00000 3500.00 DROP INLET DI-2B,L=4' | | | 0230 06781 2.000 EA | 3480.84000 6961.68| 9400.00000 18800.00| 6000.00000 12000.00 DROP INLET DI-2D | | | 0240 06815 4.000 EA | 2474.70000 9898.80| 4700.00000 18800.00| 3000.00000 12000.00 DROP INLET DI-3A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -3 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 06817 7.000 EA | 2460.18000 17221.26| 5000.00000 35000.00| 3000.00000 21000.00 DROP INLET DI-3B,L=4' | | | 0260 06818 4.000 EA | 2852.33000 11409.32| 5125.00000 20500.00| 3500.00000 14000.00 DROP INLET DI-3B,L=6' | | | 0270 06819 2.000 EA | 5318.79000 10637.58| 5210.00000 10420.00| 3600.00000 7200.00 DROP INLET DI-3B,L=8' | | | 0280 06820 1.000 EA | 3684.16000 3684.16| 5900.00000 5900.00| 4000.00000 4000.00 DROP INLET DI-3B,L=10' | | | 0290 06835 6.000 EA | 2806.11000 16836.66| 5400.00000 32400.00| 3400.00000 20400.00 DROP INLET DI-3C,L=6' | | | 0300 06853 1.000 EA | 2750.65000 2750.65| 6400.00000 6400.00| 4000.00000 4000.00 DROP INLET DI-3E,L=4' | | | 0310 07114 1.000 EA | 3589.09000 3589.09| 6800.00000 6800.00| 4300.00000 4300.00 DROP INLET DI-4B,L=10' | | | 0320 07508 1.000 EA | 2745.38000 2745.38| 5200.00000 5200.00| 3400.00000 3400.00 DROP INLET DI-7 | | | 0330 08924 1.000 EA | 2394.16000 2394.16| 5000.00000 5000.00| 3400.00000 3400.00 DROP INLET DI-12B,L=4' | | | 0340 09055 42.000 LF | 615.27000 25841.34| 146.00000 6132.00| 725.00000 30450.00 MANHOLE MH-2 | | | 0350 09056 9.000 LF | 427.19000 3844.71| 146.00000 1314.00| 625.00000 5625.00 MANHOLE MH-1 OR 2 | | | 0360 09057 8.000 EA | 401.33000 3210.64| 680.00000 5440.00| 500.00000 4000.00 FRAME & COVER MH-1 | | | 0370 09151 24.000 SY | 49.59000 1190.16| 56.00000 1344.00| 40.00000 960.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0380 09185 154.000 SY | 48.38000 7450.52| 90.00000 13860.00| 90.00000 13860.00 PAVED DITCH PG-2A | | | 0390 09250 4.000 EA | 1149.25000 4597.00| 785.00000 3140.00| 1200.00000 4800.00 SLOPE DRAIN | | | 0400 10065 851.000 TON | 24.76000 21070.76| 19.00000 16169.00| 27.00000 22977.00 AGGR. MATL. NO. 1 | | | 0410 10128 7763.000 TON | 5.25000 40755.75| 15.00000 116445.00| 17.00000 131971.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0420 10499 434.000 SY | 64.50000 27993.00| 100.00000 43400.00| 80.00000 34720.00 NS PAVEMENT PAVEMENT REINFORCED | | | CONCRETE ENTRANCE PAVEMENT 7" | | | 0430 10608 1103.000 TON | 102.77000 113355.31| 100.00000 110300.00| 100.00000 110300.00 ASPHALT CONCRETE TY. SM-12.5D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -4 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 10611 1207.000 TON | 88.72000 107085.04| 90.00000 108630.00| 87.00000 105009.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0450 10630 724.000 SY | 2.26000 1636.24| 6.00000 4344.00| 12.00000 8688.00 FLEXIBLE PAVEMENT PLANING | | | 0460 10636 285.000 TON | 116.10000 33088.50| 108.00000 30780.00| 115.00000 32775.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0470 10642 2519.000 TON | 91.26000 229883.94| 92.00000 231748.00| 89.00000 224191.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0480 10985 979.000 SY | 96.75000 94718.25| 121.50000 118948.50| 110.00000 107690.00 NS HYDRAULIC CEM. CONC. HYDRAULIC CEM. | | | CONC. CONC COLORED & STAMPED REINFORCED | | | 0490 11070 2924.000 LF | 3.21000 9386.04| 2.25000 6579.00| 2.50000 7310.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | PAVEMENT | | | 0500 12020 1017.000 LF | 13.98000 14217.66| 14.75000 15000.75| 18.00000 18306.00 STD. CURB CG-2 | | | 0510 12022 1030.000 LF | 13.98000 14399.40| 14.75000 15192.50| 18.00000 18540.00 RADIAL CURB CG-2 | | | 0520 12032 277.000 LF | 19.35000 5359.95| 14.75000 4085.75| 24.00000 6648.00 RADIAL CURB CG-3 | | | 0530 12310 591.000 LF | 13.44000 7943.04| 12.50000 7387.50| 20.00000 11820.00 ASPHALT CONCRETE CURB TY. C | | | 0540 12600 3105.000 LF | 13.98000 43407.90| 14.75000 45798.75| 20.00000 62100.00 STD. COMB. CURB & GUTTER CG-6 | | | 0550 12610 915.000 LF | 13.98000 12791.70| 15.00000 13725.00| 24.00000 21960.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0560 12700 136.000 LF | 15.05000 2046.80| 14.75000 2006.00| 24.00000 3264.00 STD. COMB. CURB & GUTTER CG-7 | | | 0570 12710 175.000 LF | 19.35000 3386.25| 14.75000 2581.25| 24.00000 4200.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0580 12940 49.000 SY | 64.50000 3160.50| 58.00000 2842.00| 90.00000 4410.00 ENTRANCE GUTTER CG-9D | | | 0590 13108 30.000 SY | 188.13000 5643.90| 155.00000 4650.00| 350.00000 10500.00 CG-12 DETECTABLE WARNING SURFACE | | | 0600 13114 285.000 SY | 59.13000 16852.05| 65.00000 18525.00| 95.00000 27075.00 ENTRANCE GUTTER CG-13 | | | 0610 13220 830.000 SY | 29.03000 24094.90| 40.00000 33200.00| 44.00000 36520.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0620 13312 1.000 EA | 2687.50000 2687.50| 3000.00000 3000.00| 2700.00000 2700.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -5 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 13320 268.000 LF | 23.65000 6338.20| 22.00000 5896.00| 24.00000 6432.00 GUARDRAIL GR-2 | | | 0640 13345 1.000 EA | 2687.50000 2687.50| 2500.00000 2500.00| 2700.00000 2700.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0650 13355 13.000 LF | 32.25000 419.25| 30.00000 390.00| 35.00000 455.00 GUARDRAIL GR-10 | | | 0660 13605 2.000 EA | 19887.50000 39775.00| 18500.00000 37000.00| 10000.00000 20000.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0670 14506 2.000 EA | 1633.24000 3266.48| 2100.00000 4200.00| 2400.00000 4800.00 DI-PRECAST TOP (VARIOUS TYPES) | | | 0680 17336 2.000 EA | 4300.00000 8600.00| 4000.00000 8000.00| 4200.00000 8400.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0690 21020 51.000 SY | 64.50000 3289.50| 72.00000 3672.00| 95.00000 4845.00 MEDIAN STRIP MS-1 | | | 0700 22643 645.000 LF | 32.25000 20801.25| 20.00000 12900.00| 22.00000 14190.00 FENCE FE-CL | | | 0710 22677 3.000 EA | 1075.00000 3225.00| 2000.00000 6000.00| 2400.00000 7200.00 GATE FE-CL L=14' | | | 0720 23600 1041.000 LF | 29.04000 30230.64| 29.00000 30189.00| 44.00000 45804.00 NS FENCE FENCE ORNAMENTAL WOOD RAIL | | | FENCE | | | 0730 24100 800.000 HR | 23.59000 18872.00| 25.00000 20000.00| 55.00000 44000.00 ALLAYING DUST | | | 0740 24152 8.000 EA | 354.74000 2837.92| 650.00000 5200.00| 350.00000 2800.00 TYPE III BARRICADE 8' | | | 0750 24160 281.000 SF | 16.04000 4507.24| 18.00000 5058.00| 18.00000 5058.00 CONSTRUCTION SIGNS | | | 0760 24278 42382.000 DAY | 1.58000 66963.56| 1.00000 42382.00| 1.00000 42382.00 GROUP 2 CHANNELIZING DEVICES | | | 0770 24282 7803.000 HR | 1.05000 8193.15| 16.00000 124848.00| 13.00000 101439.00 FLAGGER SERVICE | | | 0780 24286 17.000 EA | 133.17000 2263.89| 20.00000 340.00| 200.00000 3400.00 FLEXIBLE POST DELINEATOR | | | 0790 24290 552.000 LF | 21.42000 11823.84| 65.00000 35880.00| 38.00000 20976.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0800 24420 942.000 SY | 8.87000 8355.54| 1.00000 942.00| 12.00000 11304.00 DEMOLITION OF PAVEMENT (RIGID) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -6 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 24430 9819.000 SY | 3.76000 36919.44| 1.00000 9819.00| 4.00000 39276.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0820 24601 1132.000 LF | 1.18000 1335.76| 1.00000 1132.00| 3.00000 3396.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0830 24703 591.000 LF | 4.10000 2423.10| 1.00000 591.00| 10.00000 5910.00 NS REMOVE EXIST REMOVE EXIST. TYPE C | | | CURB | | | 0840 25505 16.000 MO | 1634.74000 26155.84| 975.00000 15600.00| 2700.00000 43200.00 FIELD OFFICE TY.I | | | 0850 26117 8.000 TON | 32.53000 260.24| 165.00000 1320.00| 44.00000 352.00 DRY RIPRAP CL. AI | | | 0860 26118 132.000 SY | 30.27000 3995.64| 56.00000 7392.00| 44.00000 5808.00 DRY RIPRAP CL.I 18" | | | 0870 26126 269.000 SY | 38.14000 10259.66| 56.00000 15064.00| 65.00000 17485.00 DRY RIPRAP CL.I 26" | | | 0880 26230 13.000 SY | 43.96000 571.48| 95.00000 1235.00| 150.00000 1950.00 DRY RIPRAP CL.II 30" | | | 0890 27012 1.000 ACRE| 4497.29000 4497.29| 5300.00000 5300.00| 5000.00000 5000.00 TOPSOIL CLASS A 2" | | | 0900 27013 536.000 CY | 12.87000 6898.32| 12.00000 6432.00| 25.00000 13400.00 TOPSOIL CLASS A | | | 0910 27030 86.000 CY | 37.63000 3236.18| 48.00000 4128.00| 64.00000 5504.00 NS TOPSOIL TOPSOIL SHREDDED HARDWOOD | | | MULCH | | | 0920 27102 554.000 LB | 9.68000 5362.72| 13.50000 7479.00| 16.00000 8864.00 REGULAR SEED | | | 0930 27103 346.000 LB | 6.45000 2231.70| 2.75000 951.50| 3.50000 1211.00 OVERSEEDING | | | 0940 27104 67.000 LB | 19.35000 1296.45| 22.00000 1474.00| 26.00000 1742.00 LEGUME SEED | | | 0950 27105 42.000 LB | 15.05000 632.10| 16.00000 672.00| 17.50000 735.00 LEGUME OVERSEEDING | | | 0960 27215 1.000 TON | 1182.50000 1182.50| 1300.00000 1300.00| 1500.00000 1500.00 FERTILIZER(15-30-15) | | | 0970 27250 11.000 TON | 108.58000 1194.38| 200.00000 2200.00| 250.00000 2750.00 LIME | | | 0980 27284 4815.000 SY | 0.56000 2696.40| 2.00000 9630.00| 2.00000 9630.00 EROSION CONTROL MULCH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -7 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 27300 972.000 SY | 4.19000 4072.68| 4.25000 4131.00| 6.00000 5832.00 SOD | | | 1000 27321 7920.000 SY | 2.10000 16632.00| 1.50000 11880.00| 2.00000 15840.00 PROTECTIVE COVERING EC-2 | | | 1010 27325 104.000 SY | 6.29000 654.16| 15.00000 1560.00| 24.00000 2496.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1020 27336 47.000 SY | 1.82000 85.54| 3.00000 141.00| 5.00000 235.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | 1030 27340 18.000 CY | 30.57000 550.26| 30.00000 540.00| 40.00000 720.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1040 27415 31.000 EA | 193.55000 6000.05| 130.00000 4030.00| 200.00000 6200.00 CHECK DAM(ROCK) TY. II | | | 1050 27422 7.000 EA | 569.48000 3986.36| 900.00000 6300.00| 1600.00000 11200.00 DEWATERING BASIN | | | 1060 27430 776.000 CY | 1.11000 861.36| 8.00000 6208.00| 12.00000 9312.00 SILTATION CONTROL EXCAVATION | | | 1070 27440 100.000 HR | 0.01000 1.00| 50.00000 5000.00| 25.00000 2500.00 MOWING | | | 1080 27451 7.000 EA | 253.11000 1771.77| 200.00000 1400.00| 250.00000 1750.00 INLET PROTECTION TYPE A | | | 1090 27461 30.000 EA | 261.05000 7831.50| 220.00000 6600.00| 250.00000 7500.00 INLET PROTECTION TYPE B | | | 1100 27505 1554.000 LF | 2.41000 3745.14| 3.00000 4662.00| 3.00000 4662.00 TEMP. SILT FENCE | | | 1110 27506 2359.000 LF | 2.16000 5095.44| 3.00000 7077.00| 2.50000 5897.50 TEMP. FILTER BARRIER | | | 1120 27545 1950.000 CY | 11.54000 22503.00| 18.00000 35100.00| 24.00000 46800.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1130 27550 8.000 LF | 686.44000 5491.52| 1250.00000 10000.00| 750.00000 6000.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1140 27552 268.000 TON | 24.59000 6590.12| 19.00000 5092.00| 22.00000 5896.00 NS NO. 57 STONE NO. 57 STONE 57 | | | AGGREGATE | | | 1150 27570 6.000 LF | 600.73000 3604.38| 1250.00000 7500.00| 700.00000 4200.00 TEMP. SEDIMENT RISER PIPE 36" | | | 1160 27580 800.000 CY | 15.40000 12320.00| 12.00000 9600.00| 12.00000 9600.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 1170 28820 210.000 UNIT| 112.34000 23591.40| 175.00000 36750.00| 230.00000 48300.00 WATERING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -8 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 38900 38.000 EA | 348.84000 13255.92| 340.00000 12920.00| 320.00000 12160.00 NS PLANT OR TREE PLANT OR TREE ALLEE EL | | | 1190 38900 384.000 EA | 2.48000 952.32| 3.00000 1152.00| 4.00000 1536.00 NS PLANT OR TREE PLANT OR TREE ARROW - | | | ARUM - PLUG | | | 1200 38900 528.000 EA | 10.35000 5464.80| 31.00000 16368.00| 38.00000 20064.00 NS PLANT OR TREE PLANT OR TREE BLUSH | | | PINK NANDINA | | | 1210 38900 383.000 EA | 2.37000 907.71| 3.00000 1149.00| 4.00000 1532.00 NS PLANT OR TREE PLANT OR TREE BULLRUSH | | | - PLUG | | | 1220 38900 3050.000 EA | 0.65000 1982.50| 1.30000 3965.00| 2.00000 6100.00 NS PLANT OR TREE PLANT OR TREE COBALT | | | AND WHITE GRAPE HYACINTH | | | 1230 38900 25.000 EA | 3.55000 88.75| 3.00000 75.00| 4.00000 100.00 NS PLANT OR TREE PLANT OR TREE COW | | | LILLY - PLUG | | | 1240 38900 25.000 EA | 2.60000 65.00| 3.00000 75.00| 4.00000 100.00 NS PLANT OR TREE PLANT OR TREE DOCK | | | POTATOE - PLUG | | | 1250 38900 124.000 EA | 175.60000 21774.40| 412.00000 51088.00| 400.00000 49600.00 NS PLANT OR TREE PLANT OR TREE DYNAMITE | | | CREPE MYRTLE | | | 1260 38900 59.000 EA | 189.20000 11162.80| 287.00000 16933.00| 290.00000 17110.00 NS PLANT OR TREE PLANT OR TREE FOREST | | | PANSY REDBUD | | | 1270 38900 450.000 EA | 10.59000 4765.50| 12.00000 5400.00| 15.00000 6750.00 NS PLANT OR TREE PLANT OR TREE GOLDEN | | | JAPANESE SEDUM | | | 1280 38900 46.000 EA | 9.46000 435.16| 11.00000 506.00| 12.00000 552.00 NS PLANT OR TREE PLANT OR TREE ICICLE | | | SPEEDWELL | | | 1290 38900 514.000 EA | 9.76000 5016.64| 14.00000 7196.00| 18.00000 9252.00 NS PLANT OR TREE PLANT OR TREE JUST | | | PLUM HAPPY DAYLILY | | | 1300 38900 20.000 EA | 9.76000 195.20| 12.00000 240.00| 15.00000 300.00 NS PLANT OR TREE PLANT OR TREE LAVENDER | | | COTTON | | | 1310 38900 77.000 EA | 2.48000 190.96| 3.00000 231.00| 4.00000 308.00 NS PLANT OR TREE PLANT OR TREE LIZARD'S | | | TAIL - PLUG | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -9 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1320 38900 3015.000 EA | 0.89000 2683.35| 2.00000 6030.00| 3.00000 9045.00 NS PLANT OR TREE PLANT OR TREE MT. HOOD | | | AND TAHITI DAFFODIL | | | 1330 38900 257.000 EA | 20.69000 5317.33| 23.00000 5911.00| 27.00000 6939.00 NS PLANT OR TREE PLANT OR TREE PINK | | | MUHLY GRASS | | | 1340 38900 25.000 EA | 2.48000 62.00| 3.00000 75.00| 4.00000 100.00 NS PLANT OR TREE PLANT OR TREE POND | | | WEED - PLUG | | | 1350 38900 9.000 EA | 177.38000 1596.42| 209.00000 1881.00| 220.00000 1980.00 NS PLANT OR TREE PLANT OR TREE SKY | | | PENCIL HOLLY | | | 1360 38900 77.000 EA | 2.67000 205.59| 3.00000 231.00| 4.00000 308.00 NS PLANT OR TREE PLANT OR TREE | | | SMARTWEED - PLUG | | | 1370 38900 383.000 EA | 2.37000 907.71| 3.00000 1149.00| 4.00000 1532.00 NS PLANT OR TREE PLANT OR TREE SOFT | | | RUSH - PLUG | | | 1380 38900 76.000 EA | 2.55000 193.80| 3.00000 228.00| 4.00000 304.00 NS PLANT OR TREE PLANT OR TREE | | | SOFT-STEM BULRUSH - PLUG | | | 1390 38900 49.000 EA | 8.99000 440.51| 11.00000 539.00| 16.00000 784.00 NS PLANT OR TREE PLANT OR TREE SUNNY | | | BORDER BLUE SPEEDWELL | | | 1400 38900 45.000 EA | 9.68000 435.60| 14.00000 630.00| 15.00000 675.00 NS PLANT OR TREE PLANT OR TREE VANILLA | | | REPEAT DAYLILY | | | 1410 39004 4.000 LB | 94.60000 378.40| 160.00000 640.00| 240.00000 960.00 NS SEED MIXTURE SEED MIXTURE WETLAND | | | SEED MIX | | | 1420 40121 270.000 LF | 91.38000 24672.60| 85.00000 22950.00| 150.00000 40500.00 12" DI WATER MAIN | | | 1430 40241 215.000 LF | 288.10000 61941.50| 268.00000 57620.00| 280.00000 60200.00 24" DI WATER MAIN | | | 1440 40412 2.000 EA | 3010.00000 6020.00| 2800.00000 5600.00| 8000.00000 16000.00 24" BEND | | | 1450 40991 35.000 LF | 215.00000 7525.00| 200.00000 7000.00| 90.00000 3150.00 NS WATER UTILITY WATER UTILITY 3 INCH | | | WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -10 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1460 40991 246.000 LF | 53.75000 13222.50| 278.00000 68388.00| 24.00000 5904.00 NS WATER UTILITY WATER UTILITY 4 INCH | | | CONDUIT | | | 1470 40992 1.000 EA | 2633.75000 2633.75| 2450.00000 2450.00| 3800.00000 3800.00 NS WATER UTILITY WATER UTILITY 12 INCH | | | GATE VALVE & MANHOLE | | | 1480 40992 1.000 EA | 11567.00000 11567.00| 10760.00000 10760.00| 17000.00000 17000.00 NS WATER UTILITY WATER UTILITY WATER | | | VAULT | | | 1490 41031 1.000 EA | 8223.75000 8223.75| 7650.00000 7650.00| 13600.00000 13600.00 24" BUTTERFLY VALVE & MANHOLE | | | 1500 41104 1.000 EA | 430.00000 430.00| 636.00000 636.00| 450.00000 450.00 ADJUST EXIST. VALVE BOX | | | 1510 41828 13.000 EA | 430.00000 5590.00| 294.00000 3822.00| 800.00000 10400.00 ADJUST EXIST. WATER MANHOLE FRAME & | | | COVER | | | 1520 42064 204.000 LF | 398.29000 81251.16| 37.50000 7650.00| 60.00000 12240.00 6" SANITARY SERVICE LATERAL CONNECTION | | | 1530 42082 181.000 LF | 133.30000 24127.30| 124.00000 22444.00| 158.00000 28598.00 8" DI SANITARY SEWER PIPE | | | 1540 42755 20.000 LF | 236.50000 4730.00| 220.00000 4400.00| 450.00000 9000.00 SANITARY SEWER MANHOLE | | | 1550 42764 2.000 EA | 526.75000 1053.50| 490.00000 980.00| 550.00000 1100.00 MANHOLE FRAME & COVER F&C-1 | | | 1560 42765 3.000 EA | 430.00000 1290.00| 7975.00000 23925.00| 400.00000 1200.00 ADJUST EXIST FRAME & COVER | | | 1570 42845 1.000 EA | 456.88000 456.88| 425.00000 425.00| 1100.00000 1100.00 4" SEWER CLEANOUT | | | 1580 42846 2.000 EA | 494.50000 989.00| 460.00000 920.00| 1200.00000 2400.00 6" SEWER CLEANOUT | | | 1590 50018 6.000 EA | 107.50000 645.00| 1.00000 6.00| 125.00000 750.00 ROAD EDGE DELINEATOR ED-3 TY. I, D-1 | | | 1600 50108 956.000 SF | 32.25000 30831.00| 30.00000 28680.00| 33.00000 31548.00 SIGN PANEL | | | 1610 50900 646.000 LF | 21.50000 13889.00| 20.00000 12920.00| 22.00000 14212.00 NS TRAFFIC SIGN TRAFFIC SIGN U-CHANNEL | | | SIGN POST 3LB/FT | | | 1620 50900 12.000 LF | 25.80000 309.60| 24.00000 288.00| 26.00000 312.00 NS TRAFFIC SIGN TRAFFIC SIGN WSP-1 6"X6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -11 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1630 50902 4.000 EA | 397.75000 1591.00| 370.00000 1480.00| 415.00000 1660.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXISTING GRD MOUNTED SIGN PANEL | | | 1640 50902 3.000 EA | 277.35000 832.05| 258.00000 774.00| 285.00000 855.00 NS TRAFFIC SIGN TRAFFIC SIGN REM & DISP | | | OF EXIST GRD MTD SIGN STRUCT | | | 1650 50902 1.000 EA | 277.35000 277.35| 382.00000 382.00| 420.00000 420.00 NS TRAFFIC SIGN TRAFFIC SIGN REM & DISP | | | OF EXIST. GRD MTD STR/PANEL | | | 1660 51162 1.000 EA | 2768.13000 2768.13| 2575.00000 2575.00| 2800.00000 2800.00 FLASHING BEACON FB-2 | | | 1670 51184 37.000 EA | 216.08000 7994.96| 201.00000 7437.00| 220.00000 8140.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1680 51212 1.000 EA | 627.80000 627.80| 584.00000 584.00| 640.00000 640.00 PEDESTAL POLE PF-2 12' | | | 1690 51238 32.000 CY | 731.00000 23392.00| 680.00000 21760.00| 750.00000 24000.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 1700 51240 1.000 EA | 543.95000 543.95| 506.00000 506.00| 550.00000 550.00 CONCRETE FOUNDATION PF-2 | | | 1710 51245 4.000 EA | 1284.63000 5138.52| 1195.00000 4780.00| 1300.00000 5200.00 CONCRETE FOUND. CF-1 | | | 1720 51425 1.000 EA | 8894.55000 8894.55| 8274.00000 8274.00| 9000.00000 9000.00 NS SIGNAL POLE SIGNAL POLE COMBINATION | | | LUMINAIRE DUAL MAST ARM POLE | | | 1730 51425 2.000 EA | 6190.93000 12381.86| 5759.00000 11518.00| 6400.00000 12800.00 NS SIGNAL POLE SIGNAL POLE COMBINATION | | | LUMINAIRE MAST ARM POLE | | | 1740 51425 1.000 EA | 5195.48000 5195.48| 4833.00000 4833.00| 5300.00000 5300.00 NS SIGNAL POLE SIGNAL POLE MAST ARM POL | | | 1750 51426 1.000 EA | 2911.10000 2911.10| 2708.00000 2708.00| 3000.00000 3000.00 NS MAST ARM MAST ARM 22' MAST ARM | | | 1760 51426 1.000 EA | 2950.88000 2950.88| 2745.00000 2745.00| 3100.00000 3100.00 NS MAST ARM MAST ARM 28' MAST ARM | | | 1770 51426 1.000 EA | 3268.00000 3268.00| 3040.00000 3040.00| 3300.00000 3300.00 NS MAST ARM MAST ARM 34' MAST ARM | | | 1780 51426 1.000 EA | 3820.55000 3820.55| 3554.00000 3554.00| 4000.00000 4000.00 NS MAST ARM MAST ARM 45' MAST ARM | | | 1790 51426 1.000 EA | 3820.55000 3820.55| 3554.00000 3554.00| 4000.00000 4000.00 NS MAST ARM MAST ARM 46' MAST ARM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -12 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 51597 500.000 LF | 1.61000 805.00| 1.50000 750.00| 1.50000 750.00 8/2 CONDUCTOR CABLE | | | 1810 51598 80.000 LF | 1.63000 130.40| 1.75000 140.00| 1.52000 121.60 8/3 CONDUCTOR CABLE | | | 1820 51602 950.000 LF | 1.70000 1615.00| 1.58000 1501.00| 1.58000 1501.00 14/4 CONDUCTOR CABLE | | | 1830 51603 1600.000 LF | 1.94000 3104.00| 1.80000 2880.00| 1.80000 2880.00 14/5 CONDUCTOR CABLE | | | 1840 51607 400.000 LF | 2.15000 860.00| 2.00000 800.00| 2.00000 800.00 14/7 CONDUCTOR CABLE | | | 1850 51614 950.000 LF | 1.56000 1482.00| 2.00000 1900.00| 1.45000 1377.50 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION DETECTOR CABLE | | | 1860 51614 800.000 LF | 2.85000 2280.00| 2.65000 2120.00| 2.65000 2120.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | VIDEO DETECTION CABLE | | | 1870 51830 11.000 EA | 227.90000 2506.90| 215.00000 2365.00| 230.00000 2530.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1880 51961 2.000 EA | 1169.47000 2338.94| 850.00000 1700.00| 2000.00000 4000.00 NS MODIFY MODIFY MODIFY EXISTING DROP | | | INLET | | | 1890 52000 LUMP| 2709.00000 2709.00| 2520.00000 2520.00| 2700.00000 2700.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM & DISP EXISTING | | | SIGNAL EQUIPMENT | | | 1900 52000 LUMP| 2709.00000 2709.00| 2520.00000 2520.00| 2700.00000 2700.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM & SAL EXISTING SIGNAL | | | EQUIPMENT | | | 1910 52000 LUMP| 12900.00000 12900.00| 12000.00000 12000.00| 13000.00000 13000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP TRAF CONTROL SIGNAL | | | INT'N 1 | | | 1920 52000 LUMP| 14512.50000 14512.50| 13500.00000 13500.00| 15000.00000 15000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP TRAF CONTROL SIGNAL | | | INT'N 2 | | | 1930 52002 4.000 EA | 1846.85000 7387.40| 1718.00000 6872.00| 1900.00000 7600.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -13 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1940 52002 2.000 EA | 23327.50000 46655.00| 21700.00000 43400.00| 24000.00000 48000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROL. NAZTEC MDL 980 | | | NEMA TS2, TYPE 1 | | | 1950 52002 1.000 EA | 5375.00000 5375.00| 5000.00000 5000.00| 5500.00000 5500.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION, | | | 1-WAY | | | 1960 52002 1.000 EA | 8992.38000 8992.38| 8365.00000 8365.00| 9000.00000 9000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION, | | | 3-WAY | | | 1970 52002 3.000 EA | 430.00000 1290.00| 400.00000 1200.00| 450.00000 1350.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM, 15' | | | 1980 52002 2.000 EA | 5687.83000 11375.66| 5291.00000 10582.00| 5800.00000 11600.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 1990 52002 12.000 EA | 259.08000 3108.96| 241.00000 2892.00| 265.00000 3180.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 2000 52002 2.000 EA | 1858.68000 3717.36| 1729.00000 3458.00| 1900.00000 3800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 2010 52002 1.000 EA | 15939.03000 15939.03| 14827.00000 14827.00| 16000.00000 16000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION EQUIPMENT | | | 2020 52425 2.000 EA | 1392.13000 2784.26| 1295.00000 2590.00| 1400.00000 2800.00 ELECTRICAL SERVICE SE-3 TYPE B | | | 2030 54032 7500.000 LF | 0.81000 6075.00| 1.00000 7500.00| 0.80000 6000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 2040 54034 1125.000 LF | 1.13000 1271.25| 1.00000 1125.00| 1.50000 1687.50 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 2050 54037 50.000 LF | 1.18000 59.00| 1.10000 55.00| 7.00000 350.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 2060 54100 180.000 LF | 6.72000 1209.60| 6.25000 1125.00| 8.00000 1440.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMOPLASTIC 12" MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -14 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2070 54100 355.000 LF | 13.44000 4771.20| 13.00000 4615.00| 13.00000 4615.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMOPLASTIC 24" MARKING | | | 2080 54101 2.000 EA | 344.00000 688.00| 320.00000 640.00| 350.00000 700.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERM. PAVEMENT MESS. MARK. "ONLY"| | | 2090 54101 39.000 EA | 10.75000 419.25| 180.00000 7020.00| 20.00000 780.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERM. YIELD BAR TRIANGLE 12"X 18"| | | 2100 54101 2.000 EA | 295.63000 591.26| 275.00000 550.00| 375.00000 750.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERM. ELONGATED ARROW DOUBLE | | | 2110 54101 8.000 EA | 193.50000 1548.00| 10.00000 80.00| 200.00000 1600.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERM. ELONGATED ARROW SINGLE | | | 2120 54101 4.000 EA | 215.00000 860.00| 200.00000 800.00| 240.00000 960.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERM. LANE REDUCTION ARROW | | | 2130 54105 4360.000 LF | 1.13000 4926.80| 1.00000 4360.00| 1.50000 6540.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 2140 54240 30.000 EA | 3.23000 96.90| 3.00000 90.00| 5.00000 150.00 TEMP. PAVE. MARKER 1 WAY | | | 2150 54242 15.000 EA | 3.23000 48.45| 3.00000 45.00| 5.00000 75.00 TEMP. PAVE. MARKER 2 WAY | | | 2160 54466 100.000 LF | 2.04000 204.00| 1.90000 190.00| 3.00000 300.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 2170 54550 11487.000 LF | 0.48000 5513.76| 1.00000 11487.00| 0.50000 5743.50 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 2180 54558 49.000 LF | 1.45000 71.05| 2.00000 98.00| 6.50000 318.50 CONSTR.PAVE.MARK. (TY.F,CL.I)12" | | | 2190 54562 112.000 LF | 2.80000 313.60| 3.00000 336.00| 5.00000 560.00 CONSTR.PAVE.MARK. (TY.F,CL.I)24" | | | 2200 55140 4.000 EA | 775.08000 3100.32| 721.00000 2884.00| 800.00000 3200.00 CONCRETE FOUNDATION LF-1 TY. A | | | 2210 55502 3.000 EA | 355.83000 1067.49| 331.00000 993.00| 365.00000 1095.00 LUMINAIRE 250 WATT H.P.S. | | | 2220 55580 4.000 EA | 1343.75000 5375.00| 1250.00000 5000.00| 1375.00000 5500.00 JUNCTION BOX JB-R1 | | | 2230 55586 5.000 EA | 782.60000 3913.00| 728.00000 3640.00| 800.00000 4000.00 JUNCTION BOX JB-S1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K23 -15 TABULATION OF BIDS CALL ORDER : K23 CONTRACT ID : C00071741C01 COUNTIES : ROANOKE LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) B319 |( 3 ) A013 |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2240 55587 8.000 EA | 850.33000 6802.64| 791.00000 6328.00| 870.00000 6960.00 JUNCTION BOX JB-S2 | | | 2250 55588 1.000 EA | 1075.00000 1075.00| 1000.00000 1000.00| 1100.00000 1100.00 JUNCTION BOX JB-S3 | | | 2260 56014 10.000 EA | 112.88000 1128.80| 105.00000 1050.00| 115.00000 1150.00 ELECT. SER. GRD. ELECTRODE(10') | | | 2270 56030 100.000 LF | 4.58000 458.00| 4.26000 426.00| 4.26000 426.00 2" CONDUIT | | | 2280 56034 665.000 LF | 5.38000 3577.70| 5.00000 3325.00| 5.00000 3325.00 3" CONDUIT | | | 2290 56050 275.000 LF | 13.44000 3696.00| 13.00000 3575.00| 12.50000 3437.50 BORED CONDUIT 2" | | | 2300 56051 925.000 LF | 18.28000 16909.00| 17.00000 15725.00| 17.00000 15725.00 BORED CONDUIT 3" | | | 2310 56200 680.000 LF | 5.54000 3767.20| 5.15000 3502.00| 7.00000 4760.00 TRENCH EXCAVATION ECI-1 | | | 2320 56205 4.000 EA | 1182.50000 4730.00| 1100.00000 4400.00| 1200.00000 4800.00 TEST BORE | | | 2330 70000 LUMP| 3025.57000 3025.57| 2950.00000 2950.00| 14000.00000 14000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. (D-1) | | | 2340 70000 LUMP| 441.05000 441.05| 125.00000 125.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. (D-700 | | | 2350 70000 LUMP| 441.05000 441.05| 125.00000 125.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. (D-701 | | | 2360 70000 LUMP| 441.05000 441.05| 125.00000 125.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. (D-703 | | | SECTION TOTALS | $ 3,150,277.08| $ 3,535,823.50| $ 3,847,750.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,150,277.08| $ 3,535,823.50| $ 3,847,750.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K37 -1 TABULATION OF BIDS CALL ORDER : K37 CONTRACT ID : C00097160C01 COUNTIES : CHESTERFIELD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/05/12 COMPLETION DATE PROJECT(S) : 0604-020-615, B690 FED # BR-5A27(057) 0604-020-615, C501 FED # BR-5A27(057) CONTRACT DESCRIPTION: REPLACE BRIDGE OVER SWIFT CREEK FROM: 0.308 MI. W. RTE. 668 (WOOLRIDGE RD.) TO: 0.249 MI. W. RTE. 668 (WOOLRIDGE RD.) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 1,976,191.95 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 1,987,214.85 100.5578% 3 B303 BRYANT CONTRACTING, INC. $ 2,110,884.98 106.8158% ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT 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| 129000.00000 129000.00| 125000.00000 125000.00| 110000.00000 110000.00 MOBILIZATION | | | 0020 00101 LUMP| 8400.00000 8400.00| 25000.00000 25000.00| 8000.00000 8000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 66000.00000 66000.00| 68000.00000 68000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0040 00155 1185.000 SY | 3.70000 4384.50| 2.00000 2370.00| 2.50000 2962.50 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0050 00700 20.000 LF | 36.00000 720.00| 60.00000 1200.00| 15.00000 300.00 POST INSTALLATION INSPECTION | | | 0060 01156 20.000 LF | 60.00000 1200.00| 158.00000 3160.00| 25.00000 500.00 STORM SEWER PIPE 15" | | | 0070 01180 72.000 LF | 48.00000 3456.00| 103.00000 7416.00| 25.00000 1800.00 18" PIPE | | | 0080 06150 4.000 EA | 262.00000 1048.00| 874.50000 3498.00| 250.00000 1000.00 15" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K37 -2 TABULATION OF BIDS CALL ORDER : K37 CONTRACT ID : C00097160C01 COUNTIES : CHESTERFIELD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 06745 4.000 EA | 3800.00000 15200.00| 3634.00000 14536.00| 1600.00000 6400.00 DROP INLET DI-2A | | | 0100 09150 10.000 TON | 92.00000 920.00| 57.00000 570.00| 70.00000 700.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10128 1198.000 TON | 36.00000 43128.00| 19.50000 23361.00| 24.00000 28752.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10250 288.000 TON | 42.00000 12096.00| 17.00000 4896.00| 24.00000 6912.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 10 | | | STONE | | | 0130 10250 768.000 TON | 34.00000 26112.00| 18.80000 14438.40| 28.40000 21811.20 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | STONE | | | 0140 10250 570.000 TON | 32.00000 18240.00| 23.10000 13167.00| 26.00000 14820.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | STONE | | | 0150 10629 11775.000 SY | 3.65000 42978.75| 2.60000 30615.00| 3.30000 38857.50 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0160 10635 722.000 TON | 98.00000 70756.00| 96.60000 69745.20| 105.00000 75810.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0170 10642 263.000 TON | 98.00000 25774.00| 104.50000 27483.50| 95.00000 24985.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 11070 650.000 LF | 8.00000 5200.00| 3.30000 2145.00| 12.00000 7800.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 1.0' | | | 0190 12030 88.000 LF | 26.00000 2288.00| 21.10000 1856.80| 21.00000 1848.00 STD. CURB CG-3 | | | 0200 12700 312.000 LF | 26.00000 8112.00| 26.40000 8236.80| 21.00000 6552.00 STD. COMB. CURB & GUTTER CG-7 | | | 0210 13320 2320.000 LF | 19.00000 44080.00| 19.10000 44312.00| 19.00000 44080.00 GUARDRAIL GR-2 | | | 0220 13323 400.000 LF | 27.00000 10800.00| 26.40000 10560.00| 26.00000 10400.00 GUARDRAIL GR-2A | | | 0230 13345 4.000 EA | 2600.00000 10400.00| 2587.00000 10348.00| 2600.00000 10400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0240 13383 4.000 EA | 2600.00000 10400.00| 2719.00000 10876.00| 2700.00000 10800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0250 13495 112.000 LF | 59.00000 6608.00| 24.50000 2744.00| 25.00000 2800.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K37 -3 TABULATION OF BIDS CALL ORDER : K37 CONTRACT ID : C00097160C01 COUNTIES : CHESTERFIELD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13496 954.000 LF | 32.00000 30528.00| 18.20000 17362.80| 25.00000 23850.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0270 13613 6.000 EA | 1800.00000 10800.00| 2981.00000 17886.00| 4200.00000 25200.00 IMPACT ATTENUATOR SERVICE TYPE II-2 | | | 0280 24100 160.000 HR | 22.00000 3520.00| 40.00000 6400.00| 0.01000 1.60 ALLAYING DUST | | | 0290 24160 579.000 SF | 39.00000 22581.00| 22.10000 12795.90| 25.00000 14475.00 CONSTRUCTION SIGNS | | | 0300 24260 200.000 TON | 28.00000 5600.00| 42.70000 8540.00| 26.00000 5200.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0310 24278 8000.000 DAY | 0.42000 3360.00| 0.50000 4000.00| 0.50000 4000.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 80.000 HR | 5.40000 432.00| 12.20000 976.00| 50.00000 4000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24282 2700.000 HR | 17.00000 45900.00| 20.80000 56160.00| 2.00000 5400.00 FLAGGER SERVICE | | | 0340 24430 820.000 SY | 4.60000 3772.00| 5.80000 4756.00| 10.50000 8610.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0350 24601 3048.000 LF | 2.00000 6096.00| 2.60000 7924.80| 3.00000 9144.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0360 25506 9.000 MO | 2000.00000 18000.00| 1771.00000 15939.00| 1500.00000 13500.00 FIELD OFFICE TY.II | | | 0370 25515 9.000 MO | 2400.00000 21600.00| 3300.00000 29700.00| 3000.00000 27000.00 NS TRANSPORTATION TRANSPORTATION | | | MONTHLY SIGNAL MAINTENANCE | | | 0380 25565 LUMP| 8800.00000 8800.00| 3000.00000 3000.00| 1000.00000 1000.00 PROGRESS SCHEDULE BASELINE | | | 0390 25567 9.000 EA | 1600.00000 14400.00| 500.00000 4500.00| 500.00000 4500.00 PROGRESS SCHEDULE UPDATES | | | 0400 26117 454.000 TON | 50.00000 22700.00| 39.30000 17842.20| 40.50000 18387.00 DRY RIPRAP CL. AI | | | 0410 26225 3745.000 TON | 38.50000 144182.50| 36.60000 137067.00| 44.70000 167401.50 DRY RIPRAP CL.II 24" | | | 0420 27012 0.200 ACRE| 8600.00000 1720.00| 11356.00000 2271.20| 8400.00000 1680.00 TOPSOIL CLASS A 2" | | | 0430 27102 55.000 LB | 24.00000 1320.00| 35.90000 1974.50| 35.70000 1963.50 REGULAR SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K37 -4 TABULATION OF BIDS CALL ORDER : K37 CONTRACT ID : C00097160C01 COUNTIES : CHESTERFIELD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 27103 28.000 LB | 14.00000 392.00| 5.30000 148.40| 5.25000 147.00 OVERSEEDING | | | 0450 27215 0.500 TON | 1500.00000 750.00| 1901.00000 950.50| 1890.00000 945.00 FERTILIZER(15-30-15) | | | 0460 27250 1.000 TON | 600.00000 600.00| 264.00000 264.00| 260.00000 260.00 LIME | | | 0470 27284 1363.000 SY | 2.00000 2726.00| 2.60000 3543.80| 2.65000 3611.95 EROSION CONTROL MULCH | | | 0480 27327 2846.000 SY | 5.40000 15368.40| 6.10000 17360.60| 6.00000 17076.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0490 27430 383.000 CY | 6.00000 2298.00| 6.70000 2566.10| 0.01000 3.83 SILTATION CONTROL EXCAVATION | | | 0500 27461 4.000 EA | 340.00000 1360.00| 253.00000 1012.00| 158.00000 632.00 INLET PROTECTION TYPE B | | | 0510 27506 2131.000 LF | 2.80000 5966.80| 3.80000 8097.80| 3.50000 7458.50 TEMP. FILTER BARRIER | | | 0520 27525 2023.000 LF | 7.90000 15981.70| 28.50000 57655.50| 20.00000 40460.00 TURBIDITY CURTAIN, PERVIOUS | | | 0530 49013 LUMP| 4800.00000 4800.00| 5280.00000 5280.00| 25000.00000 25000.00 NS UTILITIES UTILITIES POLE | | | SLECE/CASING & CONC. ANCHOR | | | 0540 50108 30.000 SF | 54.00000 1620.00| 104.50000 3135.00| 104.00000 3120.00 SIGN PANEL | | | 0550 50430 56.000 LF | 41.00000 2296.00| 70.70000 3959.20| 70.00000 3920.00 SIGN POST STP-1 2" | | | 0560 50490 6.000 EA | 640.00000 3840.00| 842.50000 5055.00| 840.00000 5040.00 CONCRETE FOUNDATION STP-1 | | | 0570 52000 LUMP| 9000.00000 9000.00| 10558.00000 10558.00| 5250.00000 5250.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE TEMPORARY | | | SIGNAL | | | 0580 54032 3165.000 LF | 0.93000 2943.45| 0.80000 2532.00| 0.80000 2532.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0590 54075 622.000 LF | 4.30000 2674.60| 4.00000 2488.00| 4.00000 2488.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0600 54105 1400.000 LF | 1.40000 1960.00| 1.30000 1820.00| 1.25000 1750.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0610 54510 1032.000 LF | 1.80000 1857.60| 1.50000 1548.00| 1.50000 1548.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K37 -5 TABULATION OF BIDS CALL ORDER : K37 CONTRACT ID : C00097160C01 COUNTIES : CHESTERFIELD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 54550 6800.000 LF | 0.79000 5372.00| 0.30000 2040.00| 0.35000 2380.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0630 54558 48.000 LF | 5.95000 285.60| 1.00000 48.00| 1.05000 50.40 CONSTR.PAVE.MARK. (TY.F,CL.I)12" | | | 0640 60404 129.500 CY | 910.00000 117845.00| 1100.00000 142450.00| 1150.00000 148925.00 CONCRETE CLASS A4 | | | 0650 60450 89.800 CY | 720.00000 64656.00| 381.00000 34213.80| 360.00000 32328.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 0660 60452 13360.000 LB | 1.17000 15631.20| 0.95000 12692.00| 1.10000 14696.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0670 60490 421.000 SY | 8.65000 3641.65| 7.40000 3115.40| 7.50000 3157.50 BRIDGE DECK GROOVING | | | 0680 61701 30550.000 LB | 2.17000 66293.50| 2.30000 70265.00| 2.30000 70265.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0690 61812 100400.000 LS | 244000.00000 244000.00| 285000.00000 285000.00| 240000.00000 240000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0700 62046 223.000 LF | 251.00000 55973.00| 256.50000 57199.50| 275.00000 61325.00 RAILING, BR27D 3 RAILS | | | 0710 62503 72.000 LF | 170.00000 12240.00| 38.90000 2800.80| 40.00000 2880.00 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 0720 64005 802.000 TON | 28.00000 22456.00| 22.70000 18205.40| 30.00000 24060.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0730 64011 152.000 CY | 49.00000 7448.00| 45.00000 6840.00| 30.00000 4560.00 STRUCTURE EXCAVATION | | | 0740 64045 460.000 SF | 19.00000 8740.00| 23.50000 10810.00| 50.00000 23000.00 TEMPORARY SHEET PILING | | | 0750 64102 8.000 EA | 3500.00000 28000.00| 3599.00000 28792.00| 850.00000 6800.00 DYNAMIC PILE TEST (END BEARING PILES) | | | 0760 64112 252.000 LF | 74.00000 18648.00| 73.10000 18421.20| 75.00000 18900.00 STEEL PILES 12" | | | 0770 64765 12.000 EA | 288.00000 3456.00| 90.00000 1080.00| 100.00000 1200.00 PILE POINT FOR 12" STEEL PILE | | | 0780 65013 31.700 CY | 3460.00000 109682.00| 1870.00000 59279.00| 2800.00000 88760.00 CONCRETE CLASS A3 | | | 0790 65200 5630.000 LB | 1.09000 6136.70| 1.20000 6756.00| 1.10000 6193.00 REINF. STEEL | | | 0800 66127 404.000 TON | 46.00000 18584.00| 92.50000 37370.00| 65.00000 26260.00 DRY RIPRAP CL.I 26" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K37 -6 TABULATION OF BIDS CALL ORDER : K37 CONTRACT ID : C00097160C01 COUNTIES : CHESTERFIELD LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 66920 15.500 CY | 2600.00000 40300.00| 734.50000 11384.75| 2800.00000 43400.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE MAGNESIUM PHOSPHATE | | | CONCRETE | | | 0820 66921 162.000 LF | 198.00000 32076.00| 214.00000 34668.00| 160.00000 25920.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STEEL PIPE PILE 14" DIA.| | | 0830 66924 6.000 EA | 380.00000 2280.00| 251.00000 1506.00| 330.00000 1980.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PILE SHOE FOR 14" DIA. | | | STEEL PILE | | | 0840 66926 60.000 SY | 90.00000 5400.00| 77.90000 4674.00| 150.00000 9000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 1'-1" | | | 0850 67900 LUMP| 62000.00000 62000.00| 70000.00000 70000.00| 65000.00000 65000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 6119 | | | 0860 67904 LUMP| 16000.00000 16000.00| 65000.00000 65000.00| 285000.00000 285000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONSTRUCTION ACCESS | | | SECTION TOTALS | $ 1,976,191.95| $ 1,987,214.85| $ 2,110,884.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,976,191.95| $ 1,987,214.85| $ 2,110,884.98 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K40 -1 TABULATION OF BIDS CALL ORDER : K40 CONTRACT ID : CM512DP100834 COUNTIES : ACCOMACK LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/29/12 COMPLETION DATE PROJECT(S) : 0179-001-622, D603 FED # STP-PM05(317) CONTRACT DESCRIPTION: ACCOMAC CO RT 179 PIPE REHAB FROM: INTERSECTION OF ROUTE 13 TO: INTERSECTION OF ROUTE 1027 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 2,675,454.00 100.0000% ==================================================================================================================================== |( 1 ) D172 |( ) |( ) |DLB, 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| 118000.00000 118000.00| | MOBILIZATION | | | 0020 02090 2210.000 LF | 292.00000 645320.00| | NS PIPE PIPE 15", REHAB BY LINER, | | | METHOD D | | | 0030 02090 1138.000 LF | 325.00000 369850.00| | NS PIPE PIPE 18", REHAB BY LINER, | | | METHOD D | | | 0040 02090 548.000 LF | 340.00000 186320.00| | NS PIPE PIPE 24", REHAB BY LINER, | | | METHOD D | | | 0050 02090 256.000 LF | 492.00000 125952.00| | NS PIPE PIPE 30", REHAB BY LINER, | | | METHOD D | | | 0060 02090 2567.000 LF | 450.00000 1155150.00| | NS PIPE PIPE 48", REHAB BY LINER, | | | METHOD D | | | 0070 24160 576.000 SF | 22.00000 12672.00| | CONSTRUCTION SIGNS | | | 0080 24272 1080.000 HR | 24.00000 25920.00| | TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K40 -2 TABULATION OF BIDS CALL ORDER : K40 CONTRACT ID : CM512DP100834 COUNTIES : ACCOMACK LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( ) |( ) |DLB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24278 9000.000 DAY | 2.50000 22500.00| | GROUP 2 CHANNELIZING DEVICES | | | 0100 24281 1080.000 HR | 6.25000 6750.00| | ELECTRONIC ARROW | | | 0110 24282 240.000 HR | 18.00000 4320.00| | FLAGGER SERVICE | | | 0120 27415 3.000 EA | 900.00000 2700.00| | CHECK DAM(ROCK) TY. II | | | SECTION TOTALS | $ 2,675,454.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,675,454.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K41 -1 TABULATION OF BIDS CALL ORDER : K41 CONTRACT ID : CM512DP100835 COUNTIES : ACCOMACK LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/29/12 COMPLETION DATE PROJECT(S) : 0013-001-623, D602 FED # STP-PM05(318) CONTRACT DESCRIPTION: ACCOMACK CO RT 13 PIPE REHAB FROM: 0.13 MILES NORTH OF ROUTE 1205 TO: 0.26 MILES SOUTH OF ROUTE 614 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 1,418,487.00 100.0000% ==================================================================================================================================== |( 1 ) D172 |( ) |( ) |DLB, 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| 100000.00000 100000.00| | MOBILIZATION | | | 0020 02090 38.000 LF | 593.00000 22534.00| | NS PIPE PIPE 15", REHAB BY LINER, | | | METHOD D | | | 0030 02090 136.000 LF | 415.00000 56440.00| | NS PIPE PIPE 18", REHAB BY LINER, | | | METHOD D | | | 0040 02090 68.000 LF | 407.00000 27676.00| | NS PIPE PIPE 24", REHAB BY LINER, | | | METHOD D | | | 0050 02090 235.000 LF | 418.00000 98230.00| | NS PIPE PIPE 30", REHAB BY LINER, | | | METHOD D | | | 0060 02090 1289.000 LF | 433.00000 558137.00| | NS PIPE PIPE 36", REHAB BY LINER, | | | METHOD D | | | 0070 02090 993.000 LF | 500.00000 496500.00| | NS PIPE PIPE 48", REHAB BY LINER, | | | METHOD D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K41 -2 TABULATION OF BIDS CALL ORDER : K41 CONTRACT ID : CM512DP100835 COUNTIES : ACCOMACK LETTING DATE : 12/21/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( ) |( ) |DLB, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24160 576.000 SF | 1.25000 720.00| | CONSTRUCTION SIGNS | | | 0090 24272 720.000 HR | 31.00000 22320.00| | TRUCK MOUNTED ATTENUATOR | | | 0100 24278 7200.000 DAY | 3.00000 21600.00| | GROUP 2 CHANNELIZING DEVICES | | | 0110 24281 720.000 HR | 6.00000 4320.00| | ELECTRONIC ARROW | | | 0120 24282 480.000 HR | 17.00000 8160.00| | FLAGGER SERVICE | | | 0130 27415 1.000 EA | 1850.00000 1850.00| | CHECK DAM(ROCK) TY. II | | | SECTION TOTALS | $ 1,418,487.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,418,487.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K42 -1 TABULATION OF BIDS CALL ORDER : K42 CONTRACT ID : C00089178B76 COUNTIES : BOTETOURT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/14/13 COMPLETION DATE PROJECT(S) : (NFO)0614-011-722, B676 FED # BR-BR02(307) CONTRACT DESCRIPTION: BRIDGE REHABILITATION W/ PARTIAL DECK REPLACEMENT RTE. 614 OVER RTE. 81 (EXIT 168) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,177,410.00 100.0000% 2 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 1,231,577.85 104.6006% 3 C024 A. R. COFFEY AND SONS, INC. $ 1,519,984.35 129.0956% ==================================================================================================================================== |( 1 ) W210 |( 2 ) I943 |( 3 ) C024 |BURLEIGH CONSTRUCTION CO.,I |INFRASTRUCTURE CORPORATION |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 85000.00000 85000.00| 146687.06000 146687.06| 90000.00000 90000.00 MOBILIZATION | | | 0020 00101 LUMP| 8500.00000 8500.00| 6797.36000 6797.36| 6000.00000 6000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 14200.00000 14200.00| 6797.36000 6797.36| 20000.00000 20000.00 GRADING | | | 0040 00272 4.000 CY | 75.00000 300.00| 27.19000 108.76| 100.00000 400.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0050 00700 160.000 LF | 20.00000 3200.00| 10.88000 1740.80| 55.00000 8800.00 POST INSTALLATION INSPECTION | | | 0060 01150 160.000 LF | 65.00000 10400.00| 47.58000 7612.80| 50.00000 8000.00 15" PIPE | | | 0070 08962 4.000 EA | 2800.00000 11200.00| 4078.42000 16313.68| 2750.00000 11000.00 DROP INLET DI-13 TY.1 | | | 0080 09151 4.000 SY | 95.00000 380.00| 101.96000 407.84| 100.00000 400.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0090 09165 3.000 EA | 1200.00000 3600.00| 2039.21000 6117.63| 1500.00000 4500.00 PIPE SPILLOUT PS-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K42 -2 TABULATION OF BIDS CALL ORDER : K42 CONTRACT ID : C00089178B76 COUNTIES : BOTETOURT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) I943 |( 3 ) C024 |BURLEIGH CONSTRUCTION CO.,I |INFRASTRUCTURE CORPORATION |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 09225 79.000 SY | 105.00000 8295.00| 244.71000 19332.09| 235.00000 18565.00 PAVED FLUME PG-4 | | | 0110 10128 264.000 TON | 50.00000 13200.00| 27.19000 7178.16| 45.00000 11880.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10628 935.000 SY | 10.00000 9350.00| 10.88000 10172.80| 25.00000 23375.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0130 10636 150.000 TON | 200.00000 30000.00| 203.92000 30588.00| 300.00000 45000.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0140 10642 128.000 TON | 185.00000 23680.00| 183.53000 23491.84| 300.00000 38400.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0150 11070 208.000 LF | 5.00000 1040.00| 8.16000 1697.28| 10.00000 2080.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0160 12030 45.000 LF | 80.00000 3600.00| 20.39000 917.55| 40.00000 1800.00 STD. CURB CG-3 | | | 0170 12322 40.000 LF | 75.00000 3000.00| 13.59000 543.60| 102.30000 4092.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0180 12505 2.000 TON | 1200.00000 2400.00| 135.95000 271.90| 2000.00000 4000.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0190 13320 40.000 LF | 28.00000 1120.00| 23.11000 924.40| 26.25000 1050.00 GUARDRAIL GR-2 | | | 0200 13331 115.000 LF | 28.00000 3220.00| 28.55000 3283.25| 26.25000 3018.75 RAD. GUARDRAIL GR-2 | | | 0210 13345 2.000 EA | 2900.00000 5800.00| 2718.94000 5437.88| 2730.00000 5460.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0220 13392 4.000 EA | 2600.00000 10400.00| 1291.50000 5166.00| 2310.00000 9240.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0230 13460 760.000 LF | 20.00000 15200.00| 74.77000 56825.20| 42.00000 31920.00 MEDIAN BARRIER MB-7D | | | 0240 13604 2.000 EA | 4700.00000 9400.00| 6117.63000 12235.26| 25000.00000 50000.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0250 24152 4.000 EA | 350.00000 1400.00| 407.84000 1631.36| 395.00000 1580.00 TYPE III BARRICADE 8' | | | 0260 24160 1275.000 SF | 21.00000 26775.00| 16.31000 20795.25| 18.38000 23434.50 CONSTRUCTION SIGNS | | | 0270 24272 64.000 HR | 15.00000 960.00| 24.47000 1566.08| 55.00000 3520.00 TRUCK MOUNTED ATTENUATOR | | | 0280 24278 10470.000 DAY | 0.80000 8376.00| 1.09000 11412.30| 2.00000 20940.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K42 -3 TABULATION OF BIDS CALL ORDER : K42 CONTRACT ID : C00089178B76 COUNTIES : BOTETOURT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) I943 |( 3 ) C024 |BURLEIGH CONSTRUCTION CO.,I |INFRASTRUCTURE CORPORATION |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 24279 256.000 HR | 15.00000 3840.00| 13.59000 3479.04| 8.00000 2048.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0300 24281 512.000 HR | 6.00000 3072.00| 5.44000 2785.28| 2.00000 1024.00 ELECTRONIC ARROW | | | 0310 24282 114.000 HR | 22.00000 2508.00| 27.19000 3099.66| 35.00000 3990.00 FLAGGER SERVICE | | | 0320 24430 561.000 SY | 15.00000 8415.00| 5.44000 3051.84| 35.00000 19635.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0330 24601 450.000 LF | 3.00000 1350.00| 2.38000 1071.00| 4.00000 1800.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0340 25506 13.000 MO | 1000.00000 13000.00| 1631.37000 21207.81| 2200.00000 28600.00 FIELD OFFICE TY.II | | | 0350 27430 47.000 CY | 1.00000 47.00| 7.48000 351.56| 0.00000 0.00 SILTATION CONTROL EXCAVATION | | | 0360 27505 277.000 LF | 4.00000 1108.00| 2.72000 753.44| 4.00000 1108.00 TEMP. SILT FENCE | | | 0370 54075 1400.000 LF | 6.00000 8400.00| 2.72000 3808.00| 5.00000 7000.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0380 61678 14.000 EA | 20500.00000 287000.00| 17500.00000 245000.00| 23370.00000 327180.00 PRESTR. CONC. BOX BEAM 4' X 2'3" X | | | (+55'-60') | | | 0390 68010 454.000 LF | 90.00000 40860.00| 115.56000 52464.24| 100.00000 45400.00 PARAPET, CONCRETE | | | 0400 68040 17.400 CY | 1250.00000 21750.00| 1019.60000 17741.04| 1400.00000 24360.00 CONCRETE CLASS A4 | | | 0410 68042 59.600 CY | 1050.00000 62580.00| 951.63000 56717.15| 1400.00000 83440.00 NS CONCRETE CONCRETE CLASS A4 POST & | | | RAIL MIX | | | 0420 68090 606.000 SY | 6.00000 3636.00| 4.76000 2884.56| 5.70000 3454.20 BRIDGE DECK GROOVING | | | 0430 68101 7060.000 LB | 2.25000 15885.00| 2.52000 17791.20| 2.25000 15885.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0440 68314 282.000 SY | 29.00000 8178.00| 13.59000 3832.38| 17.00000 4794.00 TYPE A MILLING (1" DEPTH) | | | 0450 68320 20.000 SY | 325.00000 6500.00| 407.84000 8156.80| 300.00000 6000.00 TYPE B PATCHING | | | 0460 68330 5.000 SY | 375.00000 1875.00| 815.68000 4078.40| 700.00000 3500.00 TYPE C PATCHING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K42 -4 TABULATION OF BIDS CALL ORDER : K42 CONTRACT ID : C00089178B76 COUNTIES : BOTETOURT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) I943 |( 3 ) C024 |BURLEIGH CONSTRUCTION CO.,I |INFRASTRUCTURE CORPORATION |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 68400 370.000 SY | 50.00000 18500.00| 40.78000 15088.60| 67.57000 25000.90 WATERPROOFING | | | 0480 68476 LUMP| 2500.00000 2500.00| 13594.72000 13594.72| 2500.00000 2500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6379 | | | 0490 68492 LUMP| 2500.00000 2500.00| 23802.10000 23802.10| 2500.00000 2500.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6379 & TYPE B | | | 0500 68555 56.000 LF | 34.00000 1904.00| 47.58000 2664.48| 30.00000 1680.00 PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 3/4" | | | 0510 68560 62.000 LF | 45.00000 2790.00| 54.38000 3371.56| 50.00000 3100.00 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 0520 68600 5.000 SY | 1200.00000 6000.00| 883.66000 4418.30| 1500.00000 7500.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0530 68900 LUMP| 144000.00000 144000.00| 107109.46000 107109.46| 149000.00000 149000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6379 | | | 0540 68904 16.000 EA | 2400.00000 38400.00| 4758.15000 76130.40| 6000.00000 96000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BEARING REPLACEMENT | | | 0550 68904 14.000 EA | 950.00000 13300.00| 1631.37000 22839.18| 2000.00000 28000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE BEAM REPAIR | | | 0560 68908 LUMP| 4500.00000 4500.00| 4629.00000 4629.00| 8300.00000 8300.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REMOVE & SALVAGE | | | ALUMINUM RAILING | | | 0570 68910 282.000 SY | 127.00000 35814.00| 129.15000 36420.30| 205.00000 57810.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD. CEM. CONC. (1 | | | 1/4"-1 3/4") | | | 0580 69011 4.000 CY | 250.00000 1000.00| 40.78000 163.12| 75.00000 300.00 STRUCTURE EXCAVATION | | | 0590 69030 16.500 CY | 1750.00000 28875.00| 1155.55000 19066.58| 1700.00000 28050.00 CONCRETE CLASS A3 | | | 0600 69101 1720.000 LB | 3.10000 5332.00| 2.52000 4334.40| 2.25000 3870.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K42 -5 TABULATION OF BIDS CALL ORDER : K42 CONTRACT ID : C00089178B76 COUNTIES : BOTETOURT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) I943 |( 3 ) C024 |BURLEIGH CONSTRUCTION CO.,I |INFRASTRUCTURE CORPORATION |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 69500 37.000 SY | 1500.00000 55500.00| 1019.60000 37725.20| 1300.00000 48100.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0620 69740 51.000 SY | 245.00000 12495.00| 115.56000 5893.56| 600.00000 30600.00 CONCRETE SLAB SLOPE PROTECTION 4" | | | SECTION TOTALS | $ 1,177,410.00| $ 1,231,577.85| $ 1,519,984.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,177,410.00| $ 1,231,577.85| $ 1,519,984.35 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K46 -1 TABULATION OF BIDS CALL ORDER : K46 CONTRACT ID : C00077323C01 COUNTIES : SCOTT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 07/30/13 COMPLETION DATE PROJECT(S) : 0058-084-116,B604 FED # BR-058-1(019) 0058-084-116,B619 FED # BR-058-1(019) 0058-084-116,C501 FED # BR-058-1(019) CONTRACT DESCRIPTION: BRIDGES OVER N. FORK HOLSTON RIVER & HILTON CRK. & APPR. FROM: 0.145 MI. S. RTE. 689 TO: 0.028 MI. N. RTE. 689 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E054 ESTES BROS. CONST., INC. $ 2,888,065.34 100.0000% 2 E155 ELK KNOB, INC. $ 3,259,354.14 112.8560% 3 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 3,340,639.59 115.6705% 4 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 3,394,345.00 117.5301% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 3,496,634.00 121.0718% 6 D172 DLB, INC. $ 3,497,135.65 121.0892% 7 W276 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 3,791,887.53 131.2951% 8 S439 TENNESSEE SIMPSON CONST.CO,INC(USE N VA:SIMPSON CONST.CO,INC $ 3,972,325.46 137.5428% 9 K108 KANAWHA STONE COMPANY, INC. $ 4,227,846.53 146.3903% ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) D005 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |R. R. DAWSON BRIDGE COMPANY, LL 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| 178380.00000 178380.00| 167150.00000 167150.00| 150000.00000 150000.00 MOBILIZATION | | | 0020 00101 LUMP| 13100.00000 13100.00| 9790.00000 9790.00| 35000.00000 35000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 4000.00000 4000.00| 23000.00000 23000.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0040 00120 1583.000 CY | 6.80000 10764.40| 15.00000 23745.00| 14.70000 23270.10 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K46 -2 TABULATION OF BIDS CALL ORDER : K46 CONTRACT ID : C00077323C01 COUNTIES : SCOTT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) D005 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00140 697.000 CY | 9.50000 6621.50| 36.42000 25384.74| 16.48000 11486.56 BORROW EXCAVATION | | | 0060 00700 71.000 LF | 24.29000 1724.59| 22.00000 1562.00| 6.30000 447.30 POST INSTALLATION INSPECTION | | | 0070 01180 110.000 LF | 96.89000 10657.90| 33.10000 3641.00| 91.64000 10080.40 18" PIPE | | | 0080 01240 49.000 LF | 100.57000 4927.93| 44.00000 2156.00| 80.16000 3927.84 24" PIPE | | | 0090 06180 6.000 EA | 305.40000 1832.40| 162.35000 974.10| 534.53000 3207.18 18" END SECTION ES-1 OR 2 | | | 0100 06240 2.000 EA | 352.98000 705.96| 204.30000 408.60| 528.75000 1057.50 24" END SECTION ES-1 OR 2 | | | 0110 09150 24.000 TON | 65.99000 1583.76| 25.00000 600.00| 58.71000 1409.04 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 09250 2.000 EA | 737.38000 1474.76| 500.00000 1000.00| 755.21000 1510.42 SLOPE DRAIN | | | 0130 10065 7431.000 TON | 21.32000 158428.92| 22.13000 164448.03| 26.92000 200042.52 AGGR. MATL. NO. 1 | | | 0140 10128 2661.000 TON | 22.37000 59526.57| 21.81000 58036.41| 25.47000 67775.67 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10607 370.000 TON | 130.54000 48299.80| 136.75000 50597.50| 130.54000 48299.80 ASPHALT CONCRETE TY. SM-12.5A | | | 0160 10610 314.000 TON | 122.98000 38615.72| 128.83000 40452.62| 122.98000 38615.72 ASPHALT CONCRETE TY. IM-19.0A | | | 0170 10642 683.000 TON | 115.53000 78906.99| 121.03000 82663.49| 115.53000 78906.99 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 13320 551.000 LF | 21.00000 11571.00| 23.10000 12728.10| 17.85000 9835.35 GUARDRAIL GR-2 | | | 0190 13331 75.000 LF | 23.00000 1725.00| 25.30000 1897.50| 19.95000 1496.25 RAD. GUARDRAIL GR-2 | | | 0200 13345 5.000 EA | 2500.00000 12500.00| 2750.00000 13750.00| 2362.50000 11812.50 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0210 13383 8.000 EA | 2500.00000 20000.00| 2750.00000 22000.00| 1785.00000 14280.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0220 24100 100.000 HR | 10.00000 1000.00| 10.00000 1000.00| 21.00000 2100.00 ALLAYING DUST | | | 0230 24152 4.000 EA | 600.00000 2400.00| 500.00000 2000.00| 414.75000 1659.00 TYPE III BARRICADE 8' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K46 -3 TABULATION OF BIDS CALL ORDER : K46 CONTRACT ID : C00077323C01 COUNTIES : SCOTT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) D005 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 24160 1162.000 SF | 22.50000 26145.00| 33.00000 38346.00| 14.70000 17081.40 CONSTRUCTION SIGNS | | | 0250 24260 265.000 TON | 28.09000 7443.85| 20.50000 5432.50| 30.67000 8127.55 CR. RUN AGGR. NO. 25 OR 26 | | | 0260 24278 10000.000 DAY | 0.25000 2500.00| 0.50000 5000.00| 0.79000 7900.00 GROUP 2 CHANNELIZING DEVICES | | | 0270 24282 800.000 HR | 10.00000 8000.00| 15.00000 12000.00| 28.18000 22544.00 FLAGGER SERVICE | | | 0280 24297 96.000 LF | 20.25000 1944.00| 30.00000 2880.00| 52.50000 5040.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0290 24430 3068.000 SY | 1.60000 4908.80| 3.75000 11505.00| 4.52000 13867.36 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0300 24600 488.000 LF | 1.00000 488.00| 2.20000 1073.60| 1.05000 512.40 REMOVE EXISTING GUARDRAIL | | | 0310 25506 18.000 MO | 0.00000 0.00| 1500.00000 27000.00| 1575.00000 28350.00 FIELD OFFICE TY.II | | | 0320 26127 1350.000 TON | 22.99000 31036.50| 26.50000 35775.00| 32.73000 44185.50 DRY RIPRAP CL.I 26" | | | 0330 26271 1283.000 TON | 25.99000 33345.17| 26.50000 33999.50| 32.73000 41992.59 NS DRY RIPRAP DRY RIPRAP CL. I (VAR. | | | DEPTH) | | | 0340 27102 470.000 LB | 8.25000 3877.50| 8.25000 3877.50| 9.98000 4690.60 REGULAR SEED | | | 0350 27103 144.000 LB | 8.25000 1188.00| 8.25000 1188.00| 8.40000 1209.60 OVERSEEDING | | | 0360 27104 20.000 LB | 8.80000 176.00| 8.80000 176.00| 19.95000 399.00 LEGUME SEED | | | 0370 27105 12.000 LB | 8.80000 105.60| 8.80000 105.60| 15.75000 189.00 LEGUME OVERSEEDING | | | 0380 27215 0.400 TON | 990.00000 396.00| 990.00000 396.00| 1155.00000 462.00 FERTILIZER(15-30-15) | | | 0390 27250 5.000 TON | 154.00000 770.00| 154.00000 770.00| 106.05000 530.25 LIME | | | 0400 27321 420.000 SY | 3.00000 1260.00| 3.03000 1272.60| 2.10000 882.00 PROTECTIVE COVERING EC-2 | | | 0410 27415 24.000 EA | 252.75000 6066.00| 300.00000 7200.00| 262.50000 6300.00 CHECK DAM(ROCK) TY. II | | | 0420 27422 8.000 EA | 500.00000 4000.00| 1000.00000 8000.00| 525.00000 4200.00 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K46 -4 TABULATION OF BIDS CALL ORDER : K46 CONTRACT ID : C00077323C01 COUNTIES : SCOTT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) D005 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 27430 263.000 CY | 1.00000 263.00| 0.10000 26.30| 5.25000 1380.75 SILTATION CONTROL EXCAVATION | | | 0440 27505 1500.000 LF | 3.61000 5415.00| 2.75000 4125.00| 3.15000 4725.00 TEMP. SILT FENCE | | | 0450 51963 11.000 EA | 350.00000 3850.00| 500.00000 5500.00| 315.00000 3465.00 NS REMOVE REMOVE STORE AND RELOCATE EX. | | | SIGN STR. | | | 0460 54020 2100.000 LF | 1.10000 2310.00| 1.46000 3066.00| 6.56000 13776.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0470 54028 36.000 LF | 4.40000 158.40| 4.40000 158.40| 28.88000 1039.68 TYPE A PAVEMENT LINE MARKING 24" | | | 0480 54032 4000.000 LF | 1.10000 4400.00| 1.31000 5240.00| 3.52000 14080.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0490 54105 144.000 LF | 1.10000 158.40| 1.16000 167.04| 3.31000 476.64 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0500 54217 25.000 EA | 75.00000 1875.00| 82.50000 2062.50| 120.75000 3018.75 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0510 54510 1000.000 LF | 1.16000 1160.00| 1.16000 1160.00| 2.57000 2570.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0520 54522 11.000 LF | 8.25000 90.75| 8.25000 90.75| 22.58000 248.38 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0530 60404 385.100 CY | 773.96000 298052.00| 620.54000 238969.95| 650.00000 250315.00 CONCRETE CLASS A4 | | | 0540 60490 1215.000 SY | 5.69000 6913.35| 5.15000 6257.25| 5.00000 6075.00 BRIDGE DECK GROOVING | | | 0550 61701 84790.000 LB | 1.69000 143295.10| 1.45000 122945.50| 1.60000 135664.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0560 61812 277020.000 LS | 586423.01000 586423.01| 575000.00000 575000.00| 550000.00000 550000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0570 62033 560.000 LF | 100.68000 56380.80| 110.00000 61600.00| 180.00000 100800.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0580 62534 36.000 SY | 123.92000 4461.12| 120.00000 4320.00| 200.00000 7200.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE 12" ELASTIC INCLUSION | | | 0590 64005 7017.000 TON | 19.21000 134796.57| 18.19000 127639.23| 28.00000 196476.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0600 64011 2131.000 CY | 12.95000 27596.45| 20.00000 42620.00| 35.00000 74585.00 STRUCTURE EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K46 -5 TABULATION OF BIDS CALL ORDER : K46 CONTRACT ID : C00077323C01 COUNTIES : SCOTT LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) D005 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 64110 867.000 LF | 93.16000 80769.72| 50.00000 43350.00| 42.00000 36414.00 STEEL PILES 10" | | | 0620 64755 64.000 EA | 93.28000 5969.92| 75.00000 4800.00| 100.00000 6400.00 PILE POINT FOR 10" STEEL PILE | | | 0630 65013 963.900 CY | 418.23000 403131.90| 550.00000 530145.00| 450.00000 433755.00 CONCRETE CLASS A3 | | | 0640 65200 50520.000 LB | 0.94000 47488.80| 0.90000 45468.00| 0.85000 42942.00 REINF. STEEL | | | 0650 65201 33650.000 LB | 1.62000 54513.00| 1.51000 50811.50| 1.60000 53840.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0660 66116 LUMP| 14386.00000 14386.00| 90000.00000 90000.00| 75000.00000 75000.00 NS TEMP. CAUSEWAY TEMP. CAUSEWAY WORK | | | BRIDGE | | | 0670 66120 5.000 EA | 3000.00000 15000.00| 10000.00000 50000.00| 20000.00000 100000.00 COFFERDAM | | | 0680 66127 692.000 TON | 35.49000 24559.08| 28.00000 19376.00| 30.00000 20760.00 DRY RIPRAP CL.I 26" | | | 0690 67900 LUMP| 95653.70000 95653.70| 175000.00000 175000.00| 125000.00000 125000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 1010 | | | 0700 67900 LUMP| 9200.00000 9200.00| 26000.00000 26000.00| 75000.00000 75000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6103 | | | 0710 67904 LUMP| 14161.00000 14161.00| 76175.00000 76175.00| 30000.00000 30000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. SHORING | | | 0720 68476 LUMP| 36380.00000 36380.00| 29568.00000 29568.00| 5000.00000 5000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1010 | | | 0730 68492 LUMP| 1400.00000 1400.00| 990.00000 990.00| 5000.00000 5000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1010, TYPE B | | | 0740 70005 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 2000.00000 2000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 005, STR. NO. D-1 | | | 0750 70113 59.000 LF | 65.35000 3855.65| 71.87000 4240.33| 50.00000 2950.00 CAT II NF ACM | | | 0760 70200 LUMP| 100.00000 100.00| 2500.00000 2500.00| 1000.00000 1000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 005 | | | SECTION TOTALS | $ 2,888,065.34| $ 3,259,354.14| $ 3,340,639.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,888,065.34| $ 3,259,354.14| $ 3,340,639.59 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K47 -1 TABULATION OF BIDS CALL ORDER : K47 CONTRACT ID : C00097514B51 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 07/06/12 COMPLETION DATE PROJECT(S) : (NFO)2025-076-039, B651 FED # BROS-BR09(267) CONTRACT DESCRIPTION: REPLACE SUPERSTRUCTURE AND REPAIR SUBSTRUCTURE DELANEY RD. OVER NEABSCO CR. 0.4 MI. N. INT. RTE. 640 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A571 A & W CONTRACTING CORPORATION $ 593,896.85 100.0000% 2 M813 MCCLAIN & CO., INC. $ 729,792.92 122.8821% 3 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 774,207.90 130.3607% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 920,585.00 155.0076% 5 M640 MARTINS CONSTRUCTION CORP. $ 1,679,372.50 282.7717% ==================================================================================================================================== |( 1 ) A571 |( 2 ) M813 |( 3 ) F031 |A & W CONTRACTING CORPORATI |MCCLAIN & CO., INC. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 49000.00000 49000.00| 60000.00000 60000.00| 62000.00000 62000.00 MOBILIZATION | | | 0020 00101 LUMP| 5550.00000 5550.00| 20000.00000 20000.00| 11400.00000 11400.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 16620.00000 16620.00| 12500.00000 12500.00| 6850.00000 6850.00 CLEARING AND GRUBBING | | | 0040 10100 38.000 TON | 31.50000 1197.00| 25.00000 950.00| 62.50000 2375.00 AGGR. MATL. NO. 21B | | | 0050 10628 182.000 SY | 11.50000 2093.00| 10.00000 1820.00| 11.50000 2093.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 10642 26.000 TON | 166.50000 4329.00| 125.00000 3250.00| 172.50000 4485.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 11070 44.000 LF | 9.00000 396.00| 10.00000 440.00| 9.00000 396.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0080 13320 150.000 LF | 39.00000 5850.00| 49.17000 7375.50| 22.50000 3375.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K47 -2 TABULATION OF BIDS CALL ORDER : K47 CONTRACT ID : C00097514B51 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A571 |( 2 ) M813 |( 3 ) F031 |A & W CONTRACTING CORPORATI |MCCLAIN & CO., INC. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 4.000 EA | 3546.00000 14184.00| 2406.25000 9625.00| 2122.00000 8488.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13383 4.000 EA | 3103.00000 12412.00| 2606.25000 10425.00| 1952.00000 7808.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 24152 2.000 EA | 527.00000 1054.00| 400.00000 800.00| 430.00000 860.00 TYPE III BARRICADE 8' | | | 0120 24160 146.000 SF | 32.50000 4745.00| 19.00000 2774.00| 42.50000 6205.00 CONSTRUCTION SIGNS | | | 0130 24279 8256.000 HR | 1.15000 9494.40| 4.00000 33024.00| 3.00000 24768.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0140 24286 14.000 EA | 19.00000 266.00| 100.00000 1400.00| 167.00000 2338.00 FLEXIBLE POST DELINEATOR | | | 0150 24430 76.000 SY | 17.00000 1292.00| 35.00000 2660.00| 67.00000 5092.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0160 24601 61.000 LF | 12.00000 732.00| 25.25000 1540.25| 6.00000 366.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0170 27000 0.070 ACRE| 22200.00000 1554.00| 30000.00000 2100.00| 33500.00000 2345.00 SELECTIVE TREE REMOVAL TRIMMING AND | | | CLEANUP | | | 0180 27012 0.060 ACRE| 11100.00000 666.00| 20000.00000 1200.00| 38350.00000 2301.00 TOPSOIL CLASS A 2" | | | 0190 27102 6.000 LB | 23.00000 138.00| 1.00000 6.00| 57.00000 342.00 REGULAR SEED | | | 0200 27103 6.000 LB | 12.00000 72.00| 1.00000 6.00| 57.00000 342.00 OVERSEEDING | | | 0210 27215 0.010 TON | 11100.00000 111.00| 1.00000 0.01| 14300.00000 143.00 FERTILIZER(15-30-15) | | | 0220 27250 0.100 TON | 1110.00000 111.00| 1.00000 0.10| 22000.00000 2200.00 LIME | | | 0230 27505 488.000 LF | 6.00000 2928.00| 2.00000 976.00| 4.00000 1952.00 TEMP. SILT FENCE | | | 0240 54075 504.000 LF | 5.00000 2520.00| 8.00000 4032.00| 4.00000 2016.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0250 61176 7.000 EA | 11500.00000 80500.00| 11300.00000 79100.00| 12136.00000 84952.00 PRESTR. CONC. SLAB 4' X 15" X(+25' - | | | 30') | | | 0260 68020 92.000 LF | 420.00000 38640.00| 326.93000 30077.56| 463.00000 42596.00 RAILING,KANSAS CORRAL 27" W/CURB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K47 -3 TABULATION OF BIDS CALL ORDER : K47 CONTRACT ID : C00097514B51 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A571 |( 2 ) M813 |( 3 ) F031 |A & W CONTRACTING CORPORATI |MCCLAIN & CO., INC. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 68240 30.000 TON | 166.50000 4995.00| 125.00000 3750.00| 172.00000 5160.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-9.5A | | | 0280 68476 LUMP| 1441.00000 1441.00| 20000.00000 20000.00| 4600.00000 4600.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6046 | | | 0290 68492 LUMP| 2438.00000 2438.00| 10000.00000 10000.00| 4600.00000 4600.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6046 | | | 0300 68900 LUMP| 43000.00000 43000.00| 40000.00000 40000.00| 128000.00000 128000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR.NO.6046 | | | 0310 68903 13.900 CY | 835.50000 11613.45| 625.00000 8687.50| 742.00000 10313.80 NS BR. SUPERSTR. WID./REPAIR BR. | | | SUPERSTR. WID./REPAIR CONC. CL. A4 | | | BR. MOMENT SLAB | | | 0320 68907 1840.000 LB | 2.10000 3864.00| 23.00000 42320.00| 2.00000 3680.00 NS BR.SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REINF. STEEL BR. | | | MOMENT SLAB | | | 0330 69007 19.000 CY | 361.00000 6859.00| 250.00000 4750.00| 668.00000 12692.00 FLOWABLE BACKFILL | | | 0340 69011 117.000 CY | 95.00000 11115.00| 50.00000 5850.00| 84.00000 9828.00 STRUCTURE EXCAVATION | | | 0350 69030 33.900 CY | 710.00000 24069.00| 1300.00000 44070.00| 589.00000 19967.10 CONCRETE CLASS A3 | | | 0360 69101 2220.000 LB | 3.75000 8325.00| 2.50000 5550.00| 2.00000 4440.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0370 69500 8.000 SY | 210.00000 1680.00| 1000.00000 8000.00| 736.00000 5888.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0380 69620 2.000 EA | 25000.00000 50000.00| 35000.00000 70000.00| 75000.00000 150000.00 COFFERDAM | | | 0390 69639 214.000 TON | 100.00000 21400.00| 75.00000 16050.00| 108.00000 23112.00 DRY RIPRAP CL. II | | | 0400 69805 95.000 SY | 29.00000 2755.00| 60.00000 5700.00| 55.00000 5225.00 WATERPROOFING | | | 0410 69901 604.000 LF | 172.00000 103888.00| 216.00000 130464.00| 149.00000 89996.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR MICROPILE 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K47 -4 TABULATION OF BIDS CALL ORDER : K47 CONTRACT ID : C00097514B51 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A571 |( 2 ) M813 |( 3 ) F031 |A & W CONTRACTING CORPORATI |MCCLAIN & CO., INC. |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 69905 1.000 EA | 40000.00000 40000.00| 28520.00000 28520.00| 8618.00000 8618.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR LOADING TEST FOR | | | MICROPILE 6" | | | SECTION TOTALS | $ 593,896.85| $ 729,792.92| $ 774,207.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,896.85| $ 729,792.92| $ 774,207.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K48 -1 TABULATION OF BIDS CALL ORDER : K48 CONTRACT ID : C00096998M01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 08/25/12 COMPLETION DATE PROJECT(S) : (NFO)0620-029-S94,M501 FED # HSIP-5A01(259) CONTRACT DESCRIPTION: ADDRESS SAFETY ISSUES AT THE INTERSECTION OF BRADDOCK ROAD/ FR:INT. RTE. 620 BRADDOCK ROAD/RTE. 7783 NEW BRADDOCK ROAD TO:RTE. 659 UNION MILL ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 520,951.00 100.0000% 2 A648 A & M CONCRETE CORP. $ 566,185.30 108.6830% 3 G181 GENERAL EXCAVATION, INC. $ 642,749.73 123.3801% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 647,704.37 124.3312% 5 F373 FINLEY ASPHALT & SEALING, INC. $ 693,349.24 133.0930% ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) G181 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |GENERAL EXCAVATION, 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| 12441.50000 12441.50| 28000.00000 28000.00| 26750.00000 26750.00 MOBILIZATION | | | 0020 00102 LUMP| 6500.00000 6500.00| 6850.00000 6850.00| 5140.00000 5140.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00110 1.000 LS | 2500.00000 2500.00| 14500.00000 14500.00| 54650.00000 54650.00 CLEARING AND GRUBBING | | | 0040 00120 914.000 CY | 40.00000 36560.00| 40.00000 36560.00| 57.30000 52372.20 REGULAR EXCAVATION | | | 0050 00140 13.000 CY | 40.00000 520.00| 65.00000 845.00| 77.55000 1008.15 BORROW EXCAVATION | | | 0060 00272 288.000 CY | 30.00000 8640.00| 44.00000 12672.00| 102.40000 29491.20 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00588 469.000 LF | 13.50000 6331.50| 12.50000 5862.50| 13.15000 6167.35 UNDERDRAIN UD-4 | | | 0080 01152 91.000 LF | 85.00000 7735.00| 88.00000 8008.00| 54.20000 4932.20 15" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K48 -2 TABULATION OF BIDS CALL ORDER : K48 CONTRACT ID : C00096998M01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) G181 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 06822 1.000 EA | 5750.00000 5750.00| 4400.00000 4400.00| 4015.00000 4015.00 DROP INLET DI-3B,L=14' | | | 0100 06825 1.000 EA | 7500.00000 7500.00| 5800.00000 5800.00| 5870.00000 5870.00 DROP INLET DI-3B,L=20' | | | 0110 09057 1.000 EA | 825.00000 825.00| 500.00000 500.00| 605.00000 605.00 FRAME & COVER MH-1 | | | 0120 10017 722.000 TON | 37.50000 27075.00| 39.00000 28158.00| 52.35000 37796.70 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0130 10062 109.000 TON | 120.00000 13080.00| 112.00000 12208.00| 77.50000 8447.50 ASPH-STAB. OPEN-GRADED MATERIAL | | | 0140 10128 49.000 TON | 27.50000 1347.50| 45.00000 2205.00| 46.75000 2290.75 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10610 165.000 TON | 90.00000 14850.00| 112.00000 18480.00| 88.90000 14668.50 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10628 8769.000 SY | 2.00000 17538.00| 2.95000 25868.55| 2.85000 24991.65 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0170 10635 16.000 TON | 95.00000 1520.00| 145.00000 2320.00| 102.55000 1640.80 ASPHALT CONCRETE TY. SM-9.5A | | | 0180 10636 894.000 TON | 95.00000 84930.00| 112.00000 100128.00| 84.30000 75364.20 ASPHALT CONCRETE TY. SM-9.5D | | | 0190 10642 363.000 TON | 90.00000 32670.00| 112.00000 40656.00| 88.90000 32270.70 ASPHALT CONCRETE TY. BM-25.0A | | | 0200 11070 2053.000 LF | 1.50000 3079.50| 2.00000 4106.00| 5.70000 11702.10 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (DEPTH=8") | | | 0210 12030 1082.000 LF | 23.00000 24886.00| 18.00000 19476.00| 18.60000 20125.20 STD. CURB CG-3 | | | 0220 12032 4.000 LF | 23.00000 92.00| 45.00000 180.00| 18.70000 74.80 RADIAL CURB CG-3 | | | 0230 12700 105.000 LF | 25.00000 2625.00| 35.00000 3675.00| 19.20000 2016.00 STD. COMB. CURB & GUTTER CG-7 | | | 0240 12710 276.000 LF | 25.00000 6900.00| 24.00000 6624.00| 19.20000 5299.20 RADIAL COMB. CURB & GUTTER CG-7 | | | 0250 13108 5.000 SY | 225.00000 1125.00| 245.00000 1225.00| 171.00000 855.00 CG-12 DETECTABLE WARNING SURFACE | | | 0260 13220 88.000 SY | 49.50000 4356.00| 46.00000 4048.00| 46.95000 4131.60 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0270 13320 52.000 LF | 43.00000 2236.00| 40.00000 2080.00| 125.35000 6518.20 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K48 -3 TABULATION OF BIDS CALL ORDER : K48 CONTRACT ID : C00096998M01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) G181 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 13331 76.000 LF | 48.00000 3648.00| 46.00000 3496.00| 142.45000 10826.20 RAD. GUARDRAIL GR-2 | | | 0290 21110 61.000 SY | 72.00000 4392.00| 94.00000 5734.00| 112.80000 6880.80 MEDIAN STRIP MS-1A | | | 0300 24100 203.000 HR | 20.00000 4060.00| 19.00000 3857.00| 60.35000 12251.05 ALLAYING DUST | | | 0310 24160 1152.000 SF | 20.00000 23040.00| 20.00000 23040.00| 27.40000 31564.80 CONSTRUCTION SIGNS | | | 0320 24272 1056.000 HR | 15.00000 15840.00| 27.00000 28512.00| 23.20000 24499.20 TRUCK MOUNTED ATTENUATOR | | | 0330 24278 6480.000 DAY | 1.00000 6480.00| 1.00000 6480.00| 1.00000 6480.00 GROUP 2 CHANNELIZING DEVICES | | | 0340 24281 1440.000 HR | 5.00000 7200.00| 3.00000 4320.00| 11.30000 16272.00 ELECTRONIC ARROW | | | 0350 24282 120.000 HR | 25.00000 3000.00| 21.00000 2520.00| 18.35000 2202.00 FLAGGER SERVICE | | | 0360 24430 205.000 SY | 9.00000 1845.00| 24.00000 4920.00| 27.25000 5586.25 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 24601 128.000 LF | 15.00000 1920.00| 12.00000 1536.00| 11.40000 1459.20 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0380 24825 1.000 EA | 2500.00000 2500.00| 3250.00000 3250.00| 1700.00000 1700.00 NS MODIFY EXIST. MODIFY EXIST. DI TO | | | MANHOLE | | | 0390 27012 0.300 ACRE| 15000.00000 4500.00| 19000.00000 5700.00| 20840.00000 6252.00 TOPSOIL CLASS A 2" | | | 0400 27102 56.000 LB | 25.00000 1400.00| 25.00000 1400.00| 31.90000 1786.40 REGULAR SEED | | | 0410 27103 56.000 LB | 25.00000 1400.00| 14.00000 784.00| 10.10000 565.60 OVERSEEDING | | | 0420 27104 8.000 LB | 200.00000 1600.00| 12.00000 96.00| 39.55000 316.40 LEGUME SEED | | | 0430 27105 8.000 LB | 200.00000 1600.00| 12.00000 96.00| 25.75000 206.00 LEGUME OVERSEEDING | | | 0440 27215 0.200 TON | 5000.00000 1000.00| 1250.00000 250.00| 2700.00000 540.00 FERTILIZER(15-30-15) | | | 0450 27250 0.600 TON | 2500.00000 1500.00| 245.00000 147.00| 705.00000 423.00 LIME | | | 0460 27461 8.000 EA | 200.00000 1600.00| 150.00000 1200.00| 255.00000 2040.00 INLET PROTECTION TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K48 -4 TABULATION OF BIDS CALL ORDER : K48 CONTRACT ID : C00096998M01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) G181 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 27505 906.000 LF | 2.50000 2265.00| 4.00000 3624.00| 2.40000 2174.40 TEMP. SILT FENCE | | | 0480 50108 40.000 SF | 31.00000 1240.00| 26.00000 1040.00| 24.50000 980.00 SIGN PANEL | | | 0490 50434 89.500 LF | 9.00000 805.50| 42.00000 3759.00| 42.15000 3772.43 SIGN POST STP-1 2 1/2" | | | 0500 51184 12.000 EA | 250.00000 3000.00| 168.00000 2016.00| 210.80000 2529.60 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0510 51212 5.000 EA | 575.00000 2875.00| 575.00000 2875.00| 565.00000 2825.00 PEDESTAL POLE PF-2 12' | | | 0520 51240 5.000 EA | 750.00000 3750.00| 505.00000 2525.00| 500.00000 2500.00 CONCRETE FOUNDATION PF-2 | | | 0530 51600 987.000 LF | 1.50000 1480.50| 1.00000 987.00| 0.90000 888.30 14/2 CONDUCTOR CABLE | | | 0540 51607 1022.000 LF | 2.00000 2044.00| 2.00000 2044.00| 1.55000 1584.10 14/7 CONDUCTOR CABLE | | | 0550 51615 6963.000 LF | 1.50000 10444.50| 0.50000 3481.50| 0.50000 3481.50 14/1 ENCLOSED COND. CABLE | | | 0560 51700 3175.000 LF | 1.50000 4762.50| 1.00000 3175.00| 0.95000 3016.25 14/2 CONDUCTOR CABLE SHIELDED | | | 0570 51830 4.000 EA | 225.00000 900.00| 225.00000 900.00| 225.00000 900.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0580 51838 6.000 EA | 155.00000 930.00| 150.00000 900.00| 150.00000 900.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 0590 51910 2335.000 LF | 6.00000 14010.00| 6.00000 14010.00| 6.05000 14126.75 SAW CUT | | | 0600 51961 1.000 EA | 565.00000 565.00| 870.00000 870.00| 970.00000 970.00 NS MODIFY MODIFY EXISTING CONTROLLER | | | 0610 52000 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 1255.00000 1255.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXISTING EQUIPMENT | | | 0620 52000 LUMP| 4500.00000 4500.00| 2050.00000 2050.00| 1995.00000 1995.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY SIGNALIZATION | | | 0630 52002 6.000 EA | 150.00000 900.00| 125.00000 750.00| 125.00000 750.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PEDESTRIAN PUSH BUTTON | | | 0640 52404 6.000 EA | 550.00000 3300.00| 665.00000 3990.00| 740.00000 4440.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K48 -5 TABULATION OF BIDS CALL ORDER : K48 CONTRACT ID : C00096998M01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) G181 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 54032 5520.000 LF | 1.50000 8280.00| 0.65000 3588.00| 0.65000 3588.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0660 54042 375.000 LF | 7.50000 2812.50| 8.00000 3000.00| 7.10000 2662.50 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0670 54105 5035.000 LF | 2.35000 11832.25| 0.80000 4028.00| 0.80000 4028.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0680 54300 21.000 EA | 125.00000 2625.00| 96.00000 2016.00| 95.00000 1995.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0690 54424 12.000 EA | 125.00000 1500.00| 105.00000 1260.00| 105.00000 1260.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 0700 54510 2325.000 LF | 2.05000 4766.25| 1.35000 3138.75| 1.30000 3022.50 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0710 54518 680.000 LF | 5.50000 3740.00| 3.50000 2380.00| 3.45000 2346.00 CONSTR.PAVE.MARK. (TY.D,CL.I)12" | | | 0720 54522 35.000 LF | 15.00000 525.00| 15.00000 525.00| 14.70000 514.50 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0730 56022 80.000 LF | 15.00000 1200.00| 6.00000 480.00| 6.30000 504.00 1" METAL CONDUIT | | | 0740 56034 80.000 LF | 10.00000 800.00| 5.00000 400.00| 5.20000 416.00 3" CONDUIT | | | 0750 56200 80.000 LF | 12.00000 960.00| 30.00000 2400.00| 28.50000 2280.00 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 520,951.00| $ 566,185.30| $ 642,749.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 520,951.00| $ 566,185.30| $ 642,749.73 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K49 -1 TABULATION OF BIDS CALL ORDER : K49 CONTRACT ID : C00098138N01 COUNTIES : RICHMOND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/16/12 COMPLETION DATE PROJECT(S) : (NFO) PM04-964-129, N501 FED # BR-PM04(354) CONTRACT DESCRIPTION: RECOAT FIVE (5) BRIDGES: RTE 195 NB OVER RTE 64 RAMPB/RTE 95 VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S1198 SAFFO CONTRACTORS, INC. $ 894,999.99 100.0000% 2 G497 GEMSTONE, LLC $ 954,000.00 106.5922% 3 R553 ROYAL BRIDGE, INC. $ 1,072,790.00 119.8648% 4 V211 VIMAS PAINTING COMPANY, INC. $ 1,178,000.00 131.6201% 5 B919 BLASTECH ENTERPRISES, INC. $ 1,281,000.00 143.1285% 6 M832 M & J CONSTRUCTION CO. OF PINELLAS COUNTY, INC. $ 1,320,000.00 147.4860% 7 A1126 AMSTAR OF WESTERN NEW YORK, INC. $ 1,322,000.00 147.7095% 8 A1000 ATLAS PAINTING AND SHEETING CORP. $ 1,589,000.00 177.5419% 9 A219 ABHE & SVOBODA, INC. $ 1,627,600.00 181.8548% 10 M1038 MANOLIS PAINTING, INC. $ 1,635,000.00 182.6816% 11 P1022 P.C.I. INTERNATIONAL, INC. $ 1,874,600.00 209.4525% ==================================================================================================================================== |( 1 ) S1198 |( 2 ) G497 |( 3 ) R553 |SAFFO CONTRACTORS, INC. |GEMSTONE, LLC |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 24265 LUMP| 32356.06000 32356.06| 10000.00000 10000.00| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FED. ID. NO. 12661 | | | 0020 24265 LUMP| 34507.42000 34507.42| 10000.00000 10000.00| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FED. ID. NO. 12663 | | | 0030 24265 LUMP| 17539.90000 17539.90| 5000.00000 5000.00| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FED. ID. NO. 21141 | | | 0040 24265 LUMP| 10026.56000 10026.56| 5000.00000 5000.00| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FED. ID. NO. 21143 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K49 -2 TABULATION OF BIDS CALL ORDER : K49 CONTRACT ID : C00098138N01 COUNTIES : RICHMOND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S1198 |( 2 ) G497 |( 3 ) R553 |SAFFO CONTRACTORS, INC. |GEMSTONE, LLC |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 24265 LUMP| 84570.05000 84570.05| 15000.00000 15000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FED. ID. NO. 21546 | | | 0060 68472 LUMP| 56623.10000 56623.10| 101000.00000 101000.00| 85000.00000 85000.00 NS RECOAT EX. STR. RECOAT EX. STR. FED. | | | ID. NO. 12661 (TYPE B) | | | 0070 68472 LUMP| 60387.99000 60387.99| 111000.00000 111000.00| 93000.00000 93000.00 NS RECOAT EX. STR. RECOAT EX. STR. FED. | | | ID. NO. 12663 (TYPE B) | | | 0080 68472 LUMP| 30694.83000 30694.83| 43000.00000 43000.00| 54000.00000 54000.00 NS RECOAT EX. STR. RECOAT EX. STR. FED. | | | ID. NO. 21141 (TYPE B) | | | 0090 68472 LUMP| 17546.48000 17546.48| 68000.00000 68000.00| 32790.00000 32790.00 NS RECOAT EX. STR. RECOAT EX. STR. FED. | | | ID. NO. 21143 (TYPE B) | | | 0100 68472 LUMP| 147997.60000 147997.60| 314000.00000 314000.00| 250000.00000 250000.00 NS RECOAT EX. STR. RECOAT EX. STR. FED. | | | ID. NO. 21546 (TYPE B) | | | 0110 68474 LUMP| 64712.11000 64712.11| 40000.00000 40000.00| 85000.00000 85000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY FED. ID. NO. 12661 | | | 0120 68474 LUMP| 69014.85000 69014.85| 45000.00000 45000.00| 85000.00000 85000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY FED. ID. NO. 12663 | | | 0130 68474 LUMP| 35079.81000 35079.81| 17000.00000 17000.00| 40000.00000 40000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY FED. ID. NO. 21141 | | | 0140 68474 LUMP| 20053.12000 20053.12| 27000.00000 27000.00| 50000.00000 50000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY FED. ID. NO. 21143 | | | 0150 68474 LUMP| 169140.11000 169140.11| 125000.00000 125000.00| 260000.00000 260000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY FED. ID. NO. 21546 | | | 0160 68490 LUMP| 8089.01000 8089.01| 3000.00000 3000.00| 1000.00000 1000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL FED. ID. NO. 12661 (TYPE B)| | | 0170 68490 LUMP| 8626.86000 8626.86| 3000.00000 3000.00| 1000.00000 1000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL FED. ID. NO. 12663 (TYPE B) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K49 -3 TABULATION OF BIDS CALL ORDER : K49 CONTRACT ID : C00098138N01 COUNTIES : RICHMOND LETTING DATE : 12/21/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S1198 |( 2 ) G497 |( 3 ) R553 |SAFFO CONTRACTORS, INC. |GEMSTONE, LLC |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 68490 LUMP| 4384.98000 4384.98| 1000.00000 1000.00| 1000.00000 1000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL FED. ID. NO. 21141 (TYPE B)| | | 0190 68490 LUMP| 2506.64000 2506.64| 2000.00000 2000.00| 1000.00000 1000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL FED. ID. NO. 21143 (TYPE B)| | | 0200 68490 LUMP| 21142.51000 21142.51| 9000.00000 9000.00| 4000.00000 4000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL FED. ID. NO. 21546 (TYPE | | | B) | | | SECTION TOTALS | $ 894,999.99| $ 954,000.00| $ 1,072,790.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 894,999.99| $ 954,000.00| $ 1,072,790.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K55 -1 TABULATION OF BIDS CALL ORDER : K55 CONTRACT ID : C00096943B10 COUNTIES : MONTGOMERY LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 08/24/12 COMPLETION DATE PROJECT(S) : 0081-060-748, B610 FED # BR-BR02(311) CONTRACT DESCRIPTION: DECK OVERLAY RTE. 81 NBL OVER RTE. 641 & NS RR 2.37 MI. N. RTE. 11 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C1334 CROSSROADS BRIDGE INC $ 1,285,503.90 100.0000% 2 E155 ELK KNOB, INC. $ 1,364,789.26 106.1676% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,434,358.65 111.5795% ==================================================================================================================================== |( 1 ) C1334 |( 2 ) E155 |( 3 ) L005 |CROSSROADS BRIDGE INC. |ELK KNOB, INC. |LANFORD BROTHERS COMPANY, INCOR 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| 95000.00000 95000.00| 94750.00000 94750.00| 206629.00000 206629.00 MOBILIZATION | | | 0020 10628 973.000 SY | 9.80000 9535.40| 12.50000 12162.50| 9.00000 8757.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0030 10700 7200.000 LF | 0.50000 3600.00| 2.04000 14688.00| 2.02000 14544.00 RUMBLE STRIP, ASPHALT | | | 0040 10701 1200.000 SY | 5.90000 7080.00| 5.89000 7068.00| 5.83000 6996.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0050 13320 425.000 LF | 20.00000 8500.00| 19.80000 8415.00| 19.62000 8338.50 GUARDRAIL GR-2 | | | 0060 13345 1.000 EA | 2760.00000 2760.00| 2750.00000 2750.00| 3270.00000 3270.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13349 1.000 EA | 1100.00000 1100.00| 1100.00000 1100.00| 500.00000 500.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0080 13383 2.000 EA | 2760.00000 5520.00| 2750.00000 5500.00| 2725.00000 5450.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0090 13384 1.000 EA | 1875.00000 1875.00| 1870.00000 1870.00| 1090.00000 1090.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K55 -2 TABULATION OF BIDS CALL ORDER : K55 CONTRACT ID : C00096943B10 COUNTIES : MONTGOMERY LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) E155 |( 3 ) L005 |CROSSROADS BRIDGE INC. |ELK KNOB, INC. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13604 4.000 EA | 4450.00000 17800.00| 5250.00000 21000.00| 15000.00000 60000.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0110 16242 35.000 TON | 30.00000 1050.00| 50.00000 1750.00| 125.00000 4375.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0120 16340 1020.000 TON | 175.00000 178500.00| 174.35000 177837.00| 158.50000 161670.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0130 16390 3255.000 TON | 135.00000 439425.00| 152.90000 497689.50| 113.91000 370777.05 ASPHALT CONCRETE TY. BM-25.0A | | | 0140 24160 2120.000 SF | 20.00000 42400.00| 25.00000 53000.00| 45.00000 95400.00 CONSTRUCTION SIGNS | | | 0150 24272 1260.000 HR | 4.00000 5040.00| 15.00000 18900.00| 7.00000 8820.00 TRUCK MOUNTED ATTENUATOR | | | 0160 24278 45760.000 DAY | 0.50000 22880.00| 0.50000 22880.00| 0.01000 457.60 GROUP 2 CHANNELIZING DEVICES | | | 0170 24279 2400.000 HR | 5.00000 12000.00| 7.50000 18000.00| 7.00000 16800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0180 24281 510.000 HR | 2.25000 1147.50| 12.00000 6120.00| 14.00000 7140.00 ELECTRONIC ARROW | | | 0190 24282 280.000 HR | 10.00000 2800.00| 15.00000 4200.00| 1.00000 280.00 FLAGGER SERVICE | | | 0200 24288 280.000 DAY | 1.40000 392.00| 2.50000 700.00| 3.00000 840.00 WARNING LIGHT TY. B | | | 0210 24297 2400.000 LF | 19.00000 45600.00| 23.75000 57000.00| 9.00000 21600.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0220 24601 150.000 LF | 1.20000 180.00| 2.20000 330.00| 5.45000 817.50 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0230 24702 1.000 EA | 450.00000 450.00| 275.00000 275.00| 545.00000 545.00 NS REMOVE EXIST. REMOVE EXIST GR-6 | | | TERMINAL | | | 0240 54022 10300.000 LF | 0.50000 5150.00| 0.50000 5150.00| 0.82000 8446.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0250 54076 950.000 LF | 4.40000 4180.00| 4.40000 4180.00| 4.09000 3885.50 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0260 54100 24000.000 LF | 2.50000 60000.00| 2.48000 59520.00| 3.36000 80640.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. P. M. TYPE D, CLASS III 6" | | | 0270 54100 28000.000 LF | 3.30000 92400.00| 3.30000 92400.00| 4.52000 126560.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. P. M. TYPE D, CLASS III 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K55 -3 TABULATION OF BIDS CALL ORDER : K55 CONTRACT ID : C00096943B10 COUNTIES : MONTGOMERY LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) E155 |( 3 ) L005 |CROSSROADS BRIDGE INC. |ELK KNOB, INC. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54100 150.000 LF | 10.00000 1500.00| 11.00000 1650.00| 24.80000 3720.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. P.M. TYPE D, CLASS III 24" | | | 0290 54105 450.000 LF | 1.15000 517.50| 1.16000 522.00| 2.45000 1102.50 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0300 54217 10.000 EA | 55.20000 552.00| 55.00000 550.00| 158.00000 1580.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0310 54466 15450.000 LF | 2.10000 32445.00| 2.09000 32290.50| 2.45000 37852.50 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0320 68090 765.000 SY | 4.50000 3442.50| 7.00000 5355.00| 5.70000 4360.50 BRIDGE DECK GROOVING | | | 0330 68314 896.000 SY | 10.75000 9632.00| 10.56000 9461.76| 15.00000 13440.00 TYPE A MILLING (1" DEPTH) | | | 0340 68320 60.000 SY | 325.00000 19500.00| 315.00000 18900.00| 375.00000 22500.00 TYPE B PATCHING | | | 0350 68330 10.000 SY | 600.00000 6000.00| 485.00000 4850.00| 600.00000 6000.00 TYPE C PATCHING | | | 0360 68556 100.000 LF | 55.00000 5500.00| 30.00000 3000.00| 35.00000 3500.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0370 68570 100.000 LF | 38.00000 3800.00| 40.00000 4000.00| 28.00000 2800.00 EXPANSION JOINT REMOVAL | | | 0380 68908 LUMP| 20000.00000 20000.00| 5850.00000 5850.00| 16000.00000 16000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SURFACE COLOR COAT. | | | STR. 2004 | | | 0390 68910 775.000 SY | 150.00000 116250.00| 115.00000 89125.00| 125.00000 96875.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LAT. HYD. CEM. CONC. (1 | | | 1/4" -1 3/4") | | | SECTION TOTALS | $ 1,285,503.90| $ 1,364,789.26| $ 1,434,358.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,285,503.90| $ 1,364,789.26| $ 1,434,358.65 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K61 -1 TABULATION OF BIDS CALL ORDER : K61 CONTRACT ID : C00090090B52 COUNTIES : PULASKI LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/14/12 COMPLETION DATE PROJECT(S) : (NFO)0674-077-710,M501,B652 FED # BR0S-077-2(118) (NFO)0674-077-710,M501,B652 FED # BR0S-077-2(118) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT PULASKI COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C1334 CROSSROADS BRIDGE INC $ 412,306.32 100.0000% 2 E155 ELK KNOB, INC. $ 428,104.03 103.8315% 3 C024 A. R. COFFEY AND SONS, INC. $ 466,785.55 113.2133% 4 B728 D. A. BROWN, INC. $ 472,049.42 114.4900% 5 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 531,257.52 128.8502% ==================================================================================================================================== |( 1 ) C1334 |( 2 ) E155 |( 3 ) C024 |CROSSROADS BRIDGE INC. |ELK KNOB, INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 36000.00000 36000.00| 36000.00000 36000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00102 LUMP| 7500.00000 7500.00| 3080.00000 3080.00| 3000.00000 3000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| 25000.00000 25000.00 GRADING | | | 0040 10000 2.000 TON | 112.00000 224.00| 112.00000 224.00| 0.00000 0.00 LIME | | | 0050 10128 161.000 TON | 33.00000 5313.00| 30.00000 4830.00| 23.50000 3783.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0060 10416 63.000 GAL | 21.50000 1354.50| 21.29000 1341.27| 20.35000 1282.05 LIQUID ASPHALT | | | 0070 10482 4.000 TON | 1050.00000 4200.00| 1039.50000 4158.00| 992.00000 3968.00 COVER MATL. AGGR. NO. 8P | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K61 -2 TABULATION OF BIDS CALL ORDER : K61 CONTRACT ID : C00090090B52 COUNTIES : PULASKI LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) E155 |( 3 ) C024 |CROSSROADS BRIDGE INC. |ELK KNOB, INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10635 31.000 TON | 325.00000 10075.00| 319.00000 9889.00| 304.50000 9439.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0090 11070 35.000 LF | 5.00000 175.00| 12.50000 437.50| 20.00000 700.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (2" DEPTH) | | | 0100 13320 437.500 LF | 20.00000 8750.00| 19.91000 8710.63| 20.50000 8968.75 GUARDRAIL GR-2 | | | 0110 13345 2.000 EA | 2720.00000 5440.00| 2695.00000 5390.00| 2100.00000 4200.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13594 2.000 EA | 5550.00000 11100.00| 5500.00000 11000.00| 2100.00000 4200.00 TRAF. BARR. SER. GUARD RAIL TER. GR-7 | | | 0130 24100 630.000 HR | 0.01000 6.30| 5.00000 3150.00| 0.00000 0.00 ALLAYING DUST | | | 0140 24152 5.000 EA | 260.00000 1300.00| 375.00000 1875.00| 400.00000 2000.00 TYPE III BARRICADE 8' | | | 0150 24160 300.000 SF | 17.50000 5250.00| 17.00000 5100.00| 18.00000 5400.00 CONSTRUCTION SIGNS | | | 0160 24278 3750.000 DAY | 0.40000 1500.00| 1.00000 3750.00| 1.00000 3750.00 GROUP 2 CHANNELIZING DEVICES | | | 0170 24282 240.000 HR | 18.00000 4320.00| 30.00000 7200.00| 20.00000 4800.00 FLAGGER SERVICE | | | 0180 24288 1050.000 DAY | 1.40000 1470.00| 2.50000 2625.00| 1.50000 1575.00 WARNING LIGHT TY. B | | | 0190 24297 48.000 LF | 63.00000 3024.00| 25.00000 1200.00| 40.00000 1920.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0200 24300 212.500 LF | 20.00000 4250.00| 19.80000 4207.50| 17.50000 3718.75 TRAFFIC BARRIER SERVICE GUARDRAIL GR-2 | | | 0210 24501 560.000 LF | 2.00000 1120.00| 1.21000 677.60| 2.20000 1232.00 NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0220 25507 7.000 MO | 1080.00000 7560.00| 1250.00000 8750.00| 1200.00000 8400.00 FIELD OFFICE TY.III | | | 0230 27102 46.000 LB | 22.20000 1021.20| 12.43000 571.78| 12.00000 552.00 REGULAR SEED | | | 0240 27103 26.000 LB | 15.50000 403.00| 10.07000 261.82| 0.00000 0.00 OVERSEEDING | | | 0250 27104 7.000 LB | 24.50000 171.50| 15.73000 110.11| 0.00000 0.00 LEGUME SEED | | | 0260 27105 4.000 LB | 20.00000 80.00| 11.33000 45.32| 0.00000 0.00 LEGUME OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K61 -3 TABULATION OF BIDS CALL ORDER : K61 CONTRACT ID : C00090090B52 COUNTIES : PULASKI LETTING DATE : 12/21/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) E155 |( 3 ) C024 |CROSSROADS BRIDGE INC. |ELK KNOB, INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27215 2.000 TON | 1120.00000 2240.00| 1210.00000 2420.00| 0.00000 0.00 FERTILIZER(15-30-15) | | | 0280 27430 82.000 CY | 0.01000 0.82| 1.00000 82.00| 0.00000 0.00 SILTATION CONTROL EXCAVATION | | | 0290 27505 482.000 LF | 4.00000 1928.00| 3.00000 1446.00| 3.00000 1446.00 TEMP. SILT FENCE | | | 0300 50108 12.000 SF | 120.00000 1440.00| 24.00000 288.00| 50.00000 600.00 SIGN PANEL | | | 0310 50430 32.000 LF | 122.00000 3904.00| 18.00000 576.00| 20.00000 640.00 SIGN POST STP-1 2" | | | 0320 67904 LUMP| 100000.00000 100000.00| 115000.00000 115000.00| 130000.00000 130000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY DETOUR BRIDGE | | | 0330 68113 51000.000 LS | 95000.00000 95000.00| 103725.00000 103725.00| 111500.00000 111500.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0340 68476 LUMP| 5500.00000 5500.00| 1760.00000 1760.00| 2000.00000 2000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION (STR. NO.6042) | | | 0350 68492 LUMP| 300.00000 300.00| 275.00000 275.00| 300.00000 300.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | (STR. NO. 6042 & TYPE B) | | | 0360 68500 5.000 MFBM| 5075.00000 25375.00| 6250.00000 31250.00| 11408.00000 57040.00 LUMBER, TREATED | | | 0370 68900 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| 20000.00000 20000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. (STR. NO.6042) | | | 0380 69011 18.000 CY | 22.00000 396.00| 60.00000 1080.00| 40.00000 720.00 STRUCTURE EXCAVATION | | | 0390 69500 15.500 SY | 330.00000 5115.00| 685.00000 10617.50| 300.00000 4650.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 412,306.32| $ 428,104.03| $ 466,785.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 412,306.32| $ 428,104.03| $ 466,785.55 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K64 -1 TABULATION OF BIDS CALL ORDER : K64 CONTRACT ID : C000100953N01 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 12/31/12 COMPLETION DATE PROJECT(S) : PM01-967-107, N501 FED # IM-967-7 (047) CONTRACT DESCRIPTION: CULPEPER ON CALL PAVE. MESS. & LINE MARK.& PAVE. MARKERS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R197 ROADMARK CORPORATION $ 1,207,250.00 100.0000% 2 I198 INTERSTATE ROAD MANAGEMENT CORPORATION $ 1,979,030.00 163.9288% 3 P368 PAYNE'S PARKING DESIGNS, INC. $ 3,878,959.00 321.3054% ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( 3 ) P368 |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT |PAYNE'S PARKING DESIGNS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24272 750.000 HR | 5.00000 3750.00| 3.00000 2250.00| 28.00000 21000.00 TRUCK MOUNTED ATTENUATOR | | | 0020 24278 1350.000 DAY | 2.00000 2700.00| 2.00000 2700.00| 2.00000 2700.00 GROUP 2 CHANNELIZING DEVICES | | | 0030 24281 750.000 HR | 5.00000 3750.00| 2.00000 1500.00| 6.00000 4500.00 ELECTRONIC ARROW | | | 0040 24282 400.000 HR | 5.00000 2000.00| 2.00000 800.00| 8.00000 3200.00 FLAGGER SERVICE | | | 0050 24297 550.000 LF | 50.00000 27500.00| 35.00000 19250.00| 2.00000 1100.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0060 54020 6000000.000 LF | 0.07000 420000.00| 0.12000 720000.00| 0.49200 2952000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0070 54022 500000.000 LF | 0.10500 52500.00| 0.15000 75000.00| 0.08200 41000.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0080 54024 24000.000 LF | 1.00000 24000.00| 0.22000 5280.00| 0.12600 3024.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0090 54026 1000.000 LF | 1.50000 1500.00| 1.50000 1500.00| 3.00000 3000.00 TYPE A PAVEMENT LINE MARKING 12" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K64 -2 TABULATION OF BIDS CALL ORDER : K64 CONTRACT ID : C000100953N01 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( 3 ) P368 |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT |PAYNE'S PARKING DESIGNS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54028 5000.000 LF | 2.50000 12500.00| 5.50000 27500.00| 4.50000 22500.00 TYPE A PAVEMENT LINE MARKING 24" | | | 0110 54032 5000.000 LF | 1.00000 5000.00| 1.50000 7500.00| 0.59000 2950.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54040 1000.000 LF | 3.00000 3000.00| 5.00000 5000.00| 3.90000 3900.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0130 54042 1000.000 LF | 5.00000 5000.00| 20.00000 20000.00| 6.10000 6100.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0140 54049 300000.000 LF | 0.35000 105000.00| 0.60000 180000.00| 0.52000 156000.00 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0150 54050 300000.000 LF | 0.47000 141000.00| 0.70000 210000.00| 0.66000 198000.00 TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0160 54075 5000.000 LF | 3.00000 15000.00| 4.50000 22500.00| 2.30000 11500.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0170 54076 5000.000 LF | 4.50000 22500.00| 5.45000 27250.00| 3.20000 16000.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0180 54101 20000.000 EA | 0.75000 15000.00| 5.70000 114000.00| 6.00000 120000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | INSPECT RAISED SNOW PLOWABLE | | | 0190 54105 10000.000 LF | 0.75000 7500.00| 1.00000 10000.00| 0.88000 8800.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0200 54106 3000.000 SF | 3.50000 10500.00| 10.00000 30000.00| 4.00000 12000.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0210 54210 1000.000 EA | 40.00000 40000.00| 50.00000 50000.00| 22.00000 22000.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0220 54216 20000.000 EA | 9.00000 180000.00| 15.00000 300000.00| 7.55000 151000.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0230 54217 2000.000 EA | 25.00000 50000.00| 35.00000 70000.00| 26.00000 52000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0240 54250 10.000 EA | 200.00000 2000.00| 500.00000 5000.00| 190.00000 1900.00 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 0250 54254 10.000 EA | 250.00000 2500.00| 550.00000 5500.00| 228.00000 2280.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 0260 54300 10.000 EA | 110.00000 1100.00| 350.00000 3500.00| 98.00000 980.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0270 54310 10.000 EA | 220.00000 2200.00| 450.00000 4500.00| 155.00000 1550.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K64 -3 TABULATION OF BIDS CALL ORDER : K64 CONTRACT ID : C000100953N01 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( 3 ) P368 |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT |PAYNE'S PARKING DESIGNS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54400 10.000 EA | 350.00000 3500.00| 500.00000 5000.00| 320.00000 3200.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0290 54401 10.000 EA | 800.00000 8000.00| 750.00000 7500.00| 1200.00000 12000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0300 54402 25.000 EA | 50.00000 1250.00| 200.00000 5000.00| 65.00000 1625.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ELONGATED ARROW | | | SINGLE | | | 0310 54402 10.000 EA | 100.00000 1000.00| 250.00000 2500.00| 80.00000 800.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ELONGATED ARROW | | | DOUBLE | | | 0320 54402 10.000 EA | 300.00000 3000.00| 350.00000 3500.00| 110.00000 1100.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ONLY | | | 0330 54402 25.000 EA | 500.00000 12500.00| 650.00000 16250.00| 740.00000 18500.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE RXR | | | 0340 54402 25.000 EA | 500.00000 12500.00| 350.00000 8750.00| 650.00000 16250.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE SCHOOL | | | 0350 54404 10.000 EA | 800.00000 8000.00| 1000.00000 10000.00| 450.00000 4500.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,207,250.00| $ 1,979,030.00| $ 3,878,959.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,207,250.00| $ 1,979,030.00| $ 3,878,959.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K65 -1 TABULATION OF BIDS CALL ORDER : K65 CONTRACT ID : C000100954N01 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 12/31/12 COMPLETION DATE PROJECT(S) : PM01-968-121, N501 FED # STP-968-8 (070) CONTRACT DESCRIPTION: STAUNTON ON CALL PAVE. MESS. & LINE MARK.& PAVE. MARKERS VARIOUS LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R197 ROADMARK CORPORATION $ 1,154,125.00 100.0000% 2 I198 INTERSTATE ROAD MANAGEMENT CORPORATION $ 2,356,350.00 204.1677% ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( ) |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24272 600.000 HR | 5.00000 3000.00| 2.00000 1200.00| TRUCK MOUNTED ATTENUATOR | | | 0020 24278 1200.000 DAY | 2.00000 2400.00| 4.00000 4800.00| GROUP 2 CHANNELIZING DEVICES | | | 0030 24279 400.000 HR | 5.00000 2000.00| 3.00000 1200.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0040 24281 600.000 HR | 5.00000 3000.00| 1.00000 600.00| ELECTRONIC ARROW | | | 0050 24282 300.000 HR | 5.00000 1500.00| 1.00000 300.00| FLAGGER SERVICE | | | 0060 54020 6000000.000 LF | 0.06500 390000.00| 0.15000 900000.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0070 54022 500000.000 LF | 0.10500 52500.00| 0.25000 125000.00| TYPE A PAVEMENT LINE MARKING 6" | | | 0080 54024 24000.000 LF | 1.00000 24000.00| 0.40000 9600.00| TYPE A PAVEMENT LINE MARKING 8" | | | 0090 54026 1000.000 LF | 1.50000 1500.00| 0.40000 400.00| TYPE A PAVEMENT LINE MARKING 12" | | | 0100 54028 5000.000 LF | 2.50000 12500.00| 10.00000 50000.00| TYPE A PAVEMENT LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K65 -2 TABULATION OF BIDS CALL ORDER : K65 CONTRACT ID : C000100954N01 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( ) |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 54032 5000.000 LF | 1.00000 5000.00| 1.50000 7500.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54040 1000.000 LF | 3.00000 3000.00| 10.00000 10000.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0130 54042 1000.000 LF | 5.00000 5000.00| 20.00000 20000.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0140 54049 10000.000 LF | 0.39000 3900.00| 0.70000 7000.00| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0150 54050 200000.000 LF | 0.51000 102000.00| 0.90000 180000.00| TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0160 54075 5000.000 LF | 3.00000 15000.00| 4.50000 22500.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0170 54076 5000.000 LF | 4.50000 22500.00| 6.00000 30000.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0180 54101 10000.000 EA | 1.00000 10000.00| 25.00000 250000.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | INSPECT RAISED SNOW PLOWABLE | | | 0190 54105 10000.000 LF | 0.65000 6500.00| 1.00000 10000.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0200 54106 3000.000 SF | 3.00000 9000.00| 5.00000 15000.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0210 54210 500.000 EA | 40.00000 20000.00| 15.00000 7500.00| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0220 54216 10000.000 EA | 9.00000 90000.00| 15.00000 150000.00| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0230 54217 7500.000 EA | 25.00000 187500.00| 25.00000 187500.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0240 54250 10.000 EA | 200.00000 2000.00| 500.00000 5000.00| PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 0250 54254 10.000 EA | 250.00000 2500.00| 500.00000 5000.00| PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 0260 54300 10.000 EA | 110.00000 1100.00| 550.00000 5500.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0270 54310 10.000 EA | 220.00000 2200.00| 650.00000 6500.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : K65 -3 TABULATION OF BIDS CALL ORDER : K65 CONTRACT ID : C000100954N01 COUNTIES : STAUNTON LETTING DATE : 12/21/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( ) |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54400 10.000 EA | 350.00000 3500.00| 500.00000 5000.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0290 54401 10.000 EA | 800.00000 8000.00| 800.00000 8000.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0300 54402 10.000 EA | 90.00000 900.00| 200.00000 2000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ARROW DOUBLE | | | 0310 54402 25.000 EA | 45.00000 1125.00| 250.00000 6250.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ARROW SINGLE | | | 0320 54402 10.000 EA | 300.00000 3000.00| 300.00000 3000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ONLY | | | 0330 54402 250.000 EA | 400.00000 100000.00| 1000.00000 250000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE RXR | | | 0340 54402 125.000 EA | 400.00000 50000.00| 400.00000 50000.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE SCHOOL | | | 0350 54404 10.000 EA | 800.00000 8000.00| 2000.00000 20000.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,154,125.00| $ 2,356,350.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,154,125.00| $ 2,356,350.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R51 -1 TABULATION OF BIDS CALL ORDER : R51 CONTRACT ID : C0059058N01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/25/12 COMPLETION DATE PROJECT(S) : 9999-029-365 FED # N / A CONTRACT DESCRIPTION: TYSONS CORNER SIDEWALK IMPROVEMENTS VARIOUS SITES IN FAIRFAX COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A648 A & M CONCRETE CORP. $ 171,361.50 100.0000% 2 A477 ARTHUR CONSTRUCTION CO., INC. $ 184,927.50 107.9166% 3 N999 NEW LOOK CONSTRUCTION LLC $ 194,794.50 113.6746% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 198,507.34 115.8413% 5 E971 EL-X ENTERPRISES $ 199,633.00 116.4982% 6 F373 FINLEY ASPHALT & SEALING, INC. $ 222,760.30 129.9944% ==================================================================================================================================== |( 1 ) A648 |( 2 ) A477 |( 3 ) N999 |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., IN |NEW LOOK 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| 15000.00000 15000.00| 13000.00000 13000.00| 24500.00000 24500.00 MOBILIZATION | | | 0020 00102 LUMP| 5000.00000 5000.00| 8500.00000 8500.00| 6500.00000 6500.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 22500.00000 22500.00| 17000.00000 17000.00| 29650.00000 29650.00 GRADING | | | 0040 00588 155.000 LF | 18.00000 2790.00| 15.00000 2325.00| 16.25000 2518.75 UNDERDRAIN UD-4 | | | 0050 01152 4.000 LF | 560.00000 2240.00| 750.00000 3000.00| 525.00000 2100.00 15" CONC. PIPE | | | 0060 06749 1.000 EA | 5200.00000 5200.00| 5000.00000 5000.00| 6150.00000 6150.00 DROP INLET DI-2B,L=8' | | | 0070 09057 1.000 EA | 595.00000 595.00| 1000.00000 1000.00| 510.00000 510.00 FRAME & COVER MH-1 | | | 0080 10128 221.000 TON | 42.00000 9282.00| 25.00000 5525.00| 38.00000 8398.00 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R51 -2 TABULATION OF BIDS CALL ORDER : R51 CONTRACT ID : C0059058N01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) A477 |( 3 ) N999 |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., IN |NEW LOOK CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10635 5.000 TON | 275.00000 1375.00| 200.00000 1000.00| 225.00000 1125.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0100 10642 15.000 TON | 275.00000 4125.00| 150.00000 2250.00| 125.00000 1875.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0110 12020 9.000 LF | 60.00000 540.00| 25.00000 225.00| 24.00000 216.00 STD. CURB CG-2 | | | 0120 12600 121.000 LF | 45.00000 5445.00| 25.00000 3025.00| 17.00000 2057.00 STD. COMB. CURB & GUTTER CG-6 | | | 0130 12610 147.000 LF | 45.00000 6615.00| 25.00000 3675.00| 17.00000 2499.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0140 13108 122.000 SY | 165.00000 20130.00| 225.00000 27450.00| 75.00000 9150.00 CG-12 DETECTABLE WARNING SURFACE | | | 0150 13220 690.000 SY | 38.00000 26220.00| 49.50000 34155.00| 45.00000 31050.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0160 14500 2.000 CY | 965.00000 1930.00| 1000.00000 2000.00| 450.00000 900.00 CLASS A-3 CONCRETE | | | 0170 16389 25.000 SY | 100.00000 2500.00| 18.00000 450.00| 85.00000 2125.00 FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0180 24160 272.000 SF | 22.00000 5984.00| 20.00000 5440.00| 16.00000 4352.00 CONSTRUCTION SIGNS | | | 0190 24272 100.000 HR | 38.00000 3800.00| 20.00000 2000.00| 60.00000 6000.00 TRUCK MOUNTED ATTENUATOR | | | 0200 24278 650.000 DAY | 1.50000 975.00| 1.00000 650.00| 2.50000 1625.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24279 1000.000 HR | 3.75000 3750.00| 15.00000 15000.00| 9.50000 9500.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0220 24281 140.000 HR | 4.00000 560.00| 10.00000 1400.00| 3.50000 490.00 ELECTRONIC ARROW | | | 0230 24831 1.000 EA | 3800.00000 3800.00| 8000.00000 8000.00| 1360.00000 1360.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET CONVERT TO JUNCTION BOX| | | 0240 25000 8.000 LF | 125.00000 1000.00| 350.00000 2800.00| 395.00000 3160.00 HANDRAIL HR-1 | | | 0250 27461 7.000 EA | 175.00000 1225.00| 200.00000 1400.00| 265.00000 1855.00 INLET PROTECTION TYPE B | | | 0260 27505 921.000 LF | 3.00000 2763.00| 2.50000 2302.50| 3.75000 3453.75 TEMP. SILT FENCE | | | 0270 39001 2.000 EA | 850.00000 1700.00| 650.00000 1300.00| 200.00000 400.00 NS TREE TREE WILLOW OAK TREE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R51 -3 TABULATION OF BIDS CALL ORDER : R51 CONTRACT ID : C0059058N01 COUNTIES : FAIRFAX LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) A477 |( 3 ) N999 |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., IN |NEW LOOK CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 51615 1150.000 LF | 1.50000 1725.00| 2.00000 2300.00| 1.25000 1437.50 14/1 ENCLOSED COND. CABLE | | | 0290 51910 715.000 LF | 9.50000 6792.50| 8.00000 5720.00| 4.50000 3217.50 SAW CUT | | | 0300 51963 1.000 EA | 450.00000 450.00| 235.00000 235.00| 250.00000 250.00 NS REMOVE REMOVE REMOVE EXISTING | | | JUNCTION BOX | | | 0310 52002 1.000 EA | 1800.00000 1800.00| 1250.00000 1250.00| 22360.00000 22360.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-5C | | | 0320 54032 200.000 LF | 7.00000 1400.00| 10.00000 2000.00| 9.50000 1900.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0330 54105 200.000 LF | 7.00000 1400.00| 14.00000 2800.00| 8.00000 1600.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0340 56022 30.000 LF | 25.00000 750.00| 25.00000 750.00| 17.00000 510.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 171,361.50| $ 184,927.50| $ 194,794.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,361.50| $ 184,927.50| $ 194,794.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R64 -1 TABULATION OF BIDS CALL ORDER : R64 CONTRACT ID : C00101119N01 COUNTIES : TAZEWELL RUSSELL LETTING DATE : 12/21/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : 9999-092-R20,N501 FED # NONE 9999-083-R13,N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX VARIOUS LOCATIONS IN TAZEWELL AND RUSSELL CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,288,934.57 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16242 2550.000 TON | 25.43000 64846.50| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16362 11525.000 TON | 103.36000 1191224.00| | ASPHALT CONCRETE TY. SM-19.0A | | | 0030 24265 LUMP| 24785.67000 24785.67| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ENTIRE PROJECT | | | 0040 54020 9504.000 LF | 0.85000 8078.40| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 1,288,934.57| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,288,934.57| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R72 -1 TABULATION OF BIDS CALL ORDER : R72 CONTRACT ID : M00102575N01 COUNTIES : LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 02/02/13 COMPLETION DATE PROJECT(S) : GR9B-053-013, N501 FED # N/A CONTRACT DESCRIPTION: LOUDOUN GUARDRAIL MAINTENANCE REPAIRS VARIOUS LOUDOUN COUNTY LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P009 PENN LINE SERVICE, INC. $ 236,055.60 100.0000% 2 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 294,122.74 124.5989% 3 L159 L. S. LEE, INC. $ 345,503.00 146.3651% 4 M004 MAKCO, INCORPORATED $ 393,335.00 166.6281% ==================================================================================================================================== |( 1 ) P009 |( 2 ) G1006 |( 3 ) L159 |PENN LINE SERVICE, INC. |GFS FENCE, GUARDRAIL & SIGN |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00122 100.000 LF | 20.00000 2000.00| 5.00000 500.00| 10.00000 1000.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 00140 50.000 CY | 50.00000 2500.00| 50.00000 2500.00| 100.00000 5000.00 BORROW EXCAVATION | | | 0030 13312 16.000 EA | 1200.00000 19200.00| 1773.48000 28375.68| 2175.00000 34800.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0040 13320 1000.000 LF | 20.00000 20000.00| 17.83000 17830.00| 20.00000 20000.00 GUARDRAIL GR-2 | | | 0050 13321 230.000 LF | 20.25000 4657.50| 18.52000 4259.60| 22.00000 5060.00 GUARDRAIL GR-2 7' POST | | | 0060 13322 820.000 LF | 20.50000 16810.00| 22.84000 18728.80| 22.50000 18450.00 GUARDRAIL GR-2 8' POST | | | 0070 13345 8.000 EA | 3000.00000 24000.00| 2033.63000 16269.04| 2800.00000 22400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13346 16.000 EA | 125.00000 2000.00| 224.25000 3588.00| 130.00000 2080.00 REMOVE GR-7 TERMINAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R72 -2 TABULATION OF BIDS CALL ORDER : R72 CONTRACT ID : M00102575N01 COUNTIES : LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) G1006 |( 3 ) L159 |PENN LINE SERVICE, INC. |GFS FENCE, GUARDRAIL & SIGN |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13349 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0100 13375 400.000 LF | 15.00000 6000.00| 71.88000 28752.00| 50.00000 20000.00 RAILING, TEXAS T-6 | | | 0110 13383 2.000 EA | 1850.00000 3700.00| 1766.25000 3532.50| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 13384 2.000 EA | 150.00000 300.00| 177.75000 355.50| 300.00000 600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0130 13392 2.000 EA | 1500.00000 3000.00| 1640.70000 3281.40| 2100.00000 4200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13393 2.000 EA | 150.00000 300.00| 207.00000 414.00| 300.00000 600.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0150 13400 175.000 LF | 10.00000 1750.00| 28.16000 4928.00| 25.00000 4375.00 NS GUARDRAIL GUARDRAIL GUARDRAIL 10' | | | POST | | | 0160 13400 800.000 LF | 10.00000 8000.00| 13.97000 11176.00| 25.00000 20000.00 NS GUARDRAIL GUARDRAIL GUARDRAIL BEAM | | | (POWDER COATED) | | | 0170 13400 200.000 LF | 5.00000 1000.00| 4.68000 936.00| 10.00000 2000.00 NS GUARDRAIL GUARDRAIL HANG EXISTING | | | GUARDRAIL BEAM | | | 0180 13400 500.000 LF | 1.00000 500.00| 12.49000 6245.00| 19.00000 9500.00 NS GUARDRAIL GUARDRAIL POST (POWDER | | | COATED) | | | 0190 13400 500.000 LF | 11.00000 5500.00| 28.13000 14065.00| 30.00000 15000.00 NS GUARDRAIL GUARDRAIL RADIAL GUARDRAIL | | | BEAM (POWDER COATED) | | | 0200 13400 360.000 LF | 0.01000 3.60| 15.19000 5468.40| 30.00000 10800.00 NS GUARDRAIL GUARDRAIL RUB RAIL (POWDER | | | COATED) | | | 0210 13401 1.000 EA | 200.00000 200.00| 65.25000 65.25| 300.00000 300.00 NS GUARDRAIL GUARDRAIL BUFFER END | | | ASSEMBLY GR-7 (POWDER COATED) | | | 0220 13401 1.000 EA | 8000.00000 8000.00| 9504.00000 9504.00| 11000.00000 11000.00 NS GUARDRAIL GUARDRAIL BULL NOSE | | | BARRIER, SPECAIL DESIGN | | | 0230 13401 2.000 EA | 10.00000 20.00| 48.38000 96.76| 10.00000 20.00 NS GUARDRAIL GUARDRAIL END POST SUPPORT | | | ANGLES GR-8 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R72 -3 TABULATION OF BIDS CALL ORDER : R72 CONTRACT ID : M00102575N01 COUNTIES : LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) G1006 |( 3 ) L159 |PENN LINE SERVICE, INC. |GFS FENCE, GUARDRAIL & SIGN |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 13401 10.000 EA | 350.00000 3500.00| 110.25000 1102.50| 200.00000 2000.00 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | BREAKAWAY POST GR-9 | | | 0250 13401 6.000 EA | 75.00000 450.00| 411.75000 2470.50| 900.00000 5400.00 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | EXTRUDER ASSEM. GR-7 (NCHRP-35 | | | 0260 13401 4.000 EA | 1500.00000 6000.00| 920.25000 3681.00| 1200.00000 4800.00 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | EXTRUDER ASSEM. GR-9 | | | 0270 13401 145.000 EA | 10.00000 1450.00| 15.36000 2227.20| 15.00000 2175.00 NS GUARDRAIL GUARDRAIL GUARDRAIL OFFSET | | | BLOCKS( WOOD & COMPOSIT | | | 0280 13401 10.000 EA | 400.00000 4000.00| 985.50000 9855.00| 1000.00000 10000.00 NS GUARDRAIL GUARDRAIL GUARDRAIL POWDER | | | COATED GR-6 (NCHRP-350) | | | 0290 13401 2.000 EA | 2500.00000 5000.00| 2667.38000 5334.76| 3100.00000 6200.00 NS GUARDRAIL GUARDRAIL GUARDRAIL POWDER | | | COATED GR-7 (NCHRP-350) | | | 0300 13401 1.000 EA | 200.00000 200.00| 109.13000 109.13| 165.00000 165.00 NS GUARDRAIL GUARDRAIL TERM CONNECTOR | | | GR-7 (POWDER COATED) | | | 0310 13401 2.000 EA | 200.00000 400.00| 109.13000 218.26| 200.00000 400.00 NS GUARDRAIL GUARDRAIL W BEAM END SECT | | | (BUFFER) (POWDER COATED) | | | 0320 13401 1.000 EA | 200.00000 200.00| 99.00000 99.00| 200.00000 200.00 NS GUARDRAIL GUARDRAIL W BEAM END SECT | | | ROUND. (POWDER COATED) | | | 0330 13401 1.000 EA | 200.00000 200.00| 99.00000 99.00| 140.00000 140.00 NS GUARDRAIL GUARDRAIL W BEAM END SECT( | | | FLARED POWDER COATED) | | | 0340 13401 1.000 EA | 200.00000 200.00| 109.13000 109.13| 140.00000 140.00 NS GUARDRAIL GUARDRAIL W BEAM TERM | | | CONNECTOR (POWDER COATED) | | | 0350 13421 100.000 LF | 25.00000 2500.00| 29.48000 2948.00| 28.00000 2800.00 MEDIAN BARRIER MB-3 | | | 0360 13710 1.000 EA | 400.00000 400.00| 595.00000 595.00| 785.00000 785.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENAUTOR SAND BARREL | | | 0370 13710 1.000 EA | 2000.00000 2000.00| 936.00000 936.00| 1500.00000 1500.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR NOSE SECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R72 -4 TABULATION OF BIDS CALL ORDER : R72 CONTRACT ID : M00102575N01 COUNTIES : LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) G1006 |( 3 ) L159 |PENN LINE SERVICE, INC. |GFS FENCE, GUARDRAIL & SIGN |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 13710 1.000 EA | 2500.00000 2500.00| 1003.50000 1003.50| 1500.00000 1500.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR CARTRIDGE | | | 0390 13710 1.000 EA | 1000.00000 1000.00| 1104.75000 1104.75| 600.00000 600.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR DIAPHRAGM | | | 0400 13710 1.000 EA | 1000.00000 1000.00| 2286.00000 2286.00| 2000.00000 2000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR ELASTOMERIC BAND | | | 0410 13710 1.000 EA | 1000.00000 1000.00| 1077.75000 1077.75| 725.00000 725.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR SIDE PANEL | | | 0420 16242 100.000 TON | 35.00000 3500.00| 30.00000 3000.00| 70.00000 7000.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0430 17311 18.000 EA | 75.00000 1350.00| 69.75000 1255.50| 100.00000 1800.00 W BEAM TERM CONNECTOR | | | 0440 17313 8.000 EA | 30.00000 240.00| 56.25000 450.00| 100.00000 800.00 W BEAM END SECT(FLARED | | | 0450 17315 2.000 EA | 150.00000 300.00| 63.00000 126.00| 125.00000 250.00 W BEAM END SECT(BUFFER | | | 0460 17321 75.000 EA | 5.00000 375.00| 6.75000 506.25| 12.00000 900.00 W BEAM BACKUP PLATE | | | 0470 17323 1000.000 LF | 19.00000 19000.00| 9.30000 9300.00| 19.00000 19000.00 GUARDRAIL BEAM | | | 0480 17325 250.000 LF | 19.25000 4812.50| 16.82000 4205.00| 22.00000 5500.00 RADIAL GUARDRAIL BEAM | | | 0490 17327 25.000 LF | 10.00000 250.00| 8.91000 222.75| 10.00000 250.00 RUB RAIL | | | 0500 17328 15.000 EA | 75.00000 1125.00| 85.37000 1280.55| 80.00000 1200.00 POST(WOOD OR STEEL) 7' LENGTH | | | 0510 17329 145.000 EA | 50.00000 7250.00| 61.47000 8913.15| 85.00000 12325.00 POST (WOOD, CONC., OR STEEL) | | | 0520 17330 11.000 EA | 1.00000 11.00| 21.02000 231.22| 10.00000 110.00 RUB RAIL OFFSET BLOCK | | | 0530 17336 7.000 EA | 250.00000 1750.00| 299.25000 2094.75| 550.00000 3850.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0540 17338 30.000 EA | 10.00000 300.00| 17.25000 517.50| 60.00000 1800.00 DRILL HOLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R72 -5 TABULATION OF BIDS CALL ORDER : R72 CONTRACT ID : M00102575N01 COUNTIES : LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) G1006 |( 3 ) L159 |PENN LINE SERVICE, INC. |GFS FENCE, GUARDRAIL & SIGN |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 17341 200.000 EA | 18.00000 3600.00| 22.75000 4550.00| 10.00000 2000.00 REALIGN POST | | | 0560 17342 20.000 EA | 1.00000 20.00| 86.50000 1730.00| 1.00000 20.00 STEEL TUBE GR-7 | | | 0570 17343 16.000 EA | 10.00000 160.00| 69.75000 1116.00| 100.00000 1600.00 TERMINAL CONNECTOR, GR-7 | | | * | | | 0580 17344 36.000 EA | 1.00000 36.00| 36.75000 1323.00| 1.00000 36.00 SOIL PLATE GR-7 | | | 0590 17346 16.000 EA | 150.00000 2400.00| 96.75000 1548.00| 165.00000 2640.00 BUFFERED END ASSEMBLY GR-7 | | | 0600 17348 32.000 EA | 150.00000 4800.00| 95.63000 3060.16| 150.00000 4800.00 BREAKAWAY POST GR-7 | | | 0610 17351 8.000 EA | 10.00000 80.00| 52.50000 420.00| 100.00000 800.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0620 17352 12.000 EA | 10.00000 120.00| 94.50000 1134.00| 1.00000 12.00 STRUT AND YOKE ASSEMBLY GR-7 | | | 0630 17374 1.000 EA | 1000.00000 1000.00| 750.00000 750.00| 1000.00000 1000.00 EMERGENCY MOBILIZATION | | | 0640 17381 50.000 EA | 50.00000 2500.00| 109.75000 5487.50| 100.00000 5000.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0650 17385 2.000 EA | 200.00000 400.00| 294.50000 589.00| 800.00000 1600.00 42" DIA. CONCRETE FOOTING GR-8 | | | 0660 17451 300.000 EA | 1.00000 300.00| 3.98000 1194.00| 7.00000 2100.00 GUARDRAIL DELINEATOR | | | 0670 24272 100.000 HR | 5.00000 500.00| 27.00000 2700.00| 10.00000 1000.00 TRUCK MOUNTED ATTENUATOR | | | 0680 24278 3500.000 DAY | 0.01000 35.00| 2.36000 8260.00| 0.01000 35.00 GROUP 2 CHANNELIZING DEVICES | | | 0690 24281 100.000 HR | 5.00000 500.00| 6.75000 675.00| 5.00000 500.00 ELECTRONIC ARROW | | | 0700 24282 100.000 HR | 35.00000 3500.00| 22.50000 2250.00| 30.00000 3000.00 FLAGGER SERVICE | | | 0710 24504 6.000 EA | 50.00000 300.00| 149.50000 897.00| 100.00000 600.00 NS REMOVE EXISTING REMOVE EXISTING | | | GUARDRAIL REMOVE GR-5 TERMINAL | | | 0720 24601 1000.000 LF | 5.00000 5000.00| 2.62000 2620.00| 2.00000 2000.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE EXISTING GUARDRAIL 505 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R72 -6 TABULATION OF BIDS CALL ORDER : R72 CONTRACT ID : M00102575N01 COUNTIES : LOUDOUN LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) G1006 |( 3 ) L159 |PENN LINE SERVICE, INC. |GFS FENCE, GUARDRAIL & SIGN |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 24611 1000.000 LF | 7.00000 7000.00| 4.49000 4490.00| 8.00000 8000.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET EXISTING GUARDRAIL | | | 0740 24702 2.000 EA | 550.00000 1100.00| 149.50000 299.00| 130.00000 260.00 NS REMOVE EXIST. REMOVE EXIST REMOVE | | | EXISTING GR-9 510 | | | SECTION TOTALS | $ 236,055.60| $ 294,122.74| $ 345,503.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,055.60| $ 294,122.74| $ 345,503.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -1 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 02/01/13 COMPLETION DATE PROJECT(S) : GR9C-076-085, N501 FED # N/A CONTRACT DESCRIPTION: PRINCE WILLIAM GUARDRAIL MAINTENANCE REPAIRS VARIOUS LOUDOUN COUNTY LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 543,005.53 100.0000% 2 P009 PENN LINE SERVICE, INC. $ 575,068.25 105.9047% 3 L022 LONG FENCE COMPANY, INC. $ 622,816.00 114.6979% 4 L159 L. S. LEE, INC. $ 711,857.00 131.0957% 5 M004 MAKCO, INCORPORATED $ 955,255.00 175.9199% ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE 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 00122 800.000 LF | 5.00000 4000.00| 10.00000 8000.00| 4.50000 3600.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 13310 50.000 LF | 40.00000 2000.00| 10.00000 500.00| 27.50000 1375.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13312 5.000 EA | 1173.48000 5867.40| 1300.00000 6500.00| 1875.00000 9375.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0040 13315 10.000 EA | 550.00000 5500.00| 200.00000 2000.00| 349.00000 3490.00 GUARDRAIL TERMINAL GR-11 | | | 0050 13320 1900.000 LF | 17.83000 33877.00| 16.00000 30400.00| 17.50000 33250.00 GUARDRAIL GR-2 | | | 0060 13321 125.000 LF | 18.52000 2315.00| 16.25000 2031.25| 22.60000 2825.00 GUARDRAIL GR-2 7' POST | | | 0070 13322 125.000 LF | 22.84000 2855.00| 16.50000 2062.50| 25.25000 3156.25 GUARDRAIL GR-2 8' POST | | | 0080 13323 100.000 LF | 30.00000 3000.00| 20.00000 2000.00| 29.20000 2920.00 GUARDRAIL GR-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -2 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 35.000 EA | 2033.63000 71177.05| 2500.00000 87500.00| 2132.00000 74620.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13346 25.000 EA | 224.25000 5606.25| 300.00000 7500.00| 293.00000 7325.00 REMOVE GR-7 TERMINAL | | | 0110 13349 6.000 EA | 800.00000 4800.00| 500.00000 3000.00| 1242.50000 7455.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13383 1.000 EA | 1766.25000 1766.25| 1500.00000 1500.00| 1589.50000 1589.50 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 13384 1.000 EA | 177.75000 177.75| 250.00000 250.00| 421.50000 421.50 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0140 13392 1.000 EA | 1640.70000 1640.70| 1500.00000 1500.00| 1742.00000 1742.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0150 13400 200.000 LF | 13.97000 2794.00| 20.00000 4000.00| 16.00000 3200.00 NS GUARDRAIL GUARDRAIL GUARDRAIL BEAM | | | (POWDER COATED) | | | 0160 13400 30.000 LF | 26.25000 787.50| 25.00000 750.00| 29.60000 888.00 NS GUARDRAIL GUARDRAIL GUARDRAIL GR-2 | | | (POWDER COATED) | | | 0170 13400 30.000 LF | 46.50000 1395.00| 30.00000 900.00| 47.75000 1432.50 NS GUARDRAIL GUARDRAIL GUARDRAIL GR-2A | | | (POWDER COATED) | | | 0180 13400 75.000 LF | 28.16000 2112.00| 12.00000 900.00| 30.00000 2250.00 NS GUARDRAIL GUARDRAIL GURDRAIL 10' POS | | | 0190 13400 100.000 LF | 4.68000 468.00| 3.00000 300.00| 9.00000 900.00 NS GUARDRAIL GUARDRAIL HANG EXISTING | | | GUARDRAIL BEAM | | | 0200 13400 50.000 LF | 28.13000 1406.50| 22.00000 1100.00| 20.00000 1000.00 NS GUARDRAIL GUARDRAIL RADIAL GUARDRAIL | | | BEAM (POWDER COATED) | | | 0210 13400 125.000 LF | 12.50000 1562.50| 10.00000 1250.00| 14.75000 1843.75 NS GUARDRAIL GUARDRAIL TERMINAL W BEAM | | | GR-11 | | | 0220 13400 600.000 LF | 12.50000 7500.00| 20.00000 12000.00| 14.75000 8850.00 NS GUARDRAIL GUARDRAIL TERMINAL W-BEAM | | | GR-7/GR-9 | | | 0230 13401 62.000 EA | 110.25000 6835.50| 50.00000 3100.00| 91.50000 5673.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -3 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 13401 16.000 EA | 110.25000 1764.00| 300.00000 4800.00| 95.00000 1520.00 NS GUARDRAIL GUARDRAIL BREAKAWAY | | | POST(TOP) GR-9 | | | 0250 13401 5.000 EA | 36.75000 183.75| 1.00000 5.00| 355.00000 1775.00 NS GUARDRAIL GUARDRAIL CAT 350- | | | 1/4X18X24 SOIL PLATE | | | 0260 13401 5.000 EA | 141.04000 705.20| 500.00000 2500.00| 145.00000 725.00 NS GUARDRAIL GUARDRAIL CAT 350 10 GAUGE | | | NOSE PLATE SECTION | | | 0270 13401 5.000 EA | 130.50000 652.50| 500.00000 2500.00| 125.00000 625.00 NS GUARDRAIL GUARDRAIL CAT 350 10 GAUGE | | | SIDE PLATE PANEL | | | 0280 13401 5.000 EA | 362.25000 1811.25| 500.00000 2500.00| 305.00000 1525.00 NS GUARDRAIL GUARDRAIL CAT 350 10 GAUGE | | | SLOTTED PANEL | | | 0290 13401 5.000 EA | 247.50000 1237.50| 1.00000 5.00| 190.00000 950.00 NS GUARDRAIL GUARDRAIL CAT 350 12 GAUGE | | | SLOTTED PANEL | | | 0300 13401 5.000 EA | 13.50000 67.50| 1.00000 5.00| 42.00000 210.00 NS GUARDRAIL GUARDRAIL CAT 350 14" | | | BLOCK (# 1) | | | 0310 13401 5.000 EA | 61.88000 309.40| 1.00000 5.00| 42.00000 210.00 NS GUARDRAIL GUARDRAIL CAT 350 14" | | | POSTS (#2, #3, #4, #5, #6) | | | 0320 13401 5.000 EA | 61.88000 309.40| 150.00000 750.00| 105.00000 525.00 NS GUARDRAIL GUARDRAIL CAT 350 3' 6" | | | POST (#1) | | | 0330 13401 5.000 EA | 61.88000 309.40| 1.00000 5.00| 105.00000 525.00 NS GUARDRAIL GUARDRAIL CAT 350 3' 6" | | | POSTS (#2, #3, #4, #5, #6) | | | 0340 13401 5.000 EA | 101.25000 506.25| 1.00000 5.00| 158.00000 790.00 NS GUARDRAIL GUARDRAIL CAT 350 3/4 X 8' | | | 0350 13401 5.000 EA | 18.45000 92.25| 1.00000 5.00| 30.00000 150.00 NS GUARDRAIL GUARDRAIL CAT 350 3/8 24.5 | | | RESTRAINT ROD | | | 0360 13401 5.000 EA | 136.50000 682.50| 1.00000 5.00| 380.00000 1900.00 NS GUARDRAIL GUARDRAIL CAT 350 4' 6" | | | TUBE SLEEVE | | | 0370 13401 5.000 EA | 94.50000 472.50| 1.00000 5.00| 151.00000 755.00 NS GUARDRAIL GUARDRAIL CAT 350 CHANNEL | | | STRUT 6' 6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -4 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 13401 5.000 EA | 236.25000 1181.25| 1.00000 5.00| 352.00000 1760.00 NS GUARDRAIL GUARDRAIL CAT 350 SPACER | | | CHANNEL | | | 0390 13401 2.000 EA | 95.00000 190.00| 1.00000 2.00| 121.00000 242.00 NS GUARDRAIL GUARDRAIL GR-11 CABLE | | | ASSEMBLY AND ANCHOR PLATE | | | 0400 13401 6.000 EA | 95.00000 570.00| 1.00000 6.00| 135.00000 810.00 NS GUARDRAIL GUARDRAIL GR-9 CABLE | | | ASSEMBLY AND ANCHOR PLATE | | | 0410 13401 5.000 EA | 411.75000 2058.75| 100.00000 500.00| 974.50000 4872.50 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | EXTRUDER ASSEMBLY GR-7 | | | 0420 13401 5.000 EA | 920.25000 4601.25| 800.00000 4000.00| 1218.00000 6090.00 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | EXTRUDER ASSEMBLY GR-9 | | | 0430 13401 5.000 EA | 920.25000 4601.25| 800.00000 4000.00| 1230.00000 6150.00 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | EXTRUDER HEAD GR-9 | | | 0440 13401 2000.000 EA | 15.36000 30720.00| 2.50000 5000.00| 26.40000 52800.00 NS GUARDRAIL GUARDRAIL GUARDRAIL OFFSET | | | BLOCK (WOOD OR COMPOSIT | | | 0450 13401 2.000 EA | 4500.00000 9000.00| 4200.00000 8400.00| 4847.50000 9695.00 NS GUARDRAIL GUARDRAIL TERMINAL CAT 350 | | | 0460 13401 3.000 EA | 109.13000 327.39| 100.00000 300.00| 105.00000 315.00 NS GUARDRAIL GUARDRAIL W-BEAM END SECT. | | | BUFFR. PDWR. COAT. | | | 0470 13401 3.000 EA | 109.13000 327.39| 1.00000 3.00| 82.00000 246.00 NS GUARDRAIL GUARDRAIL W-BEAM END SECT. | | | FLARE PWDER COAT | | | 0480 13421 500.000 LF | 29.48000 14740.00| 20.00000 10000.00| 27.50000 13750.00 MEDIAN BARRIER MB-3 | | | 0490 13607 1.000 EA | 15500.00000 15500.00| 15000.00000 15000.00| 16500.00000 16500.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0500 13710 10.000 EA | 1003.50000 10035.00| 1000.00000 10000.00| 911.00000 9110.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR CARTRIDGE | | | 0510 13710 5.000 EA | 2975.00000 14875.00| 150.00000 750.00| 1973.00000 9865.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR FRAME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -5 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 13710 2.000 EA | 4500.00000 9000.00| 4200.00000 8400.00| 4847.00000 9694.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR CAT 350 | | | 0530 13710 5.000 EA | 1104.75000 5523.75| 150.00000 750.00| 633.50000 3167.50 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR DIAPHRAGM | | | 0540 13710 5.000 EA | 936.00000 4680.00| 1100.00000 5500.00| 1157.00000 5785.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR NOSE SECTION | | | 0550 13710 5.000 EA | 1900.00000 9500.00| 500.00000 2500.00| 1779.00000 8895.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR RECONSTUCT | | | 0560 13710 5.000 EA | 1077.75000 5388.75| 500.00000 2500.00| 848.00000 4240.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR SIDE PANEL | | | 0570 16242 80.000 TON | 30.00000 2400.00| 70.00000 5600.00| 32.50000 2600.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0580 17311 5.000 EA | 69.75000 348.75| 10.00000 50.00| 63.50000 317.50 W BEAM TERM CONNECTOR | | | 0590 17313 6.000 EA | 56.25000 337.50| 10.00000 60.00| 41.50000 249.00 W BEAM END SECT(FLARED | | | 0600 17315 22.000 EA | 63.00000 1386.00| 80.00000 1760.00| 45.00000 990.00 W BEAM END SECT(BUFFER | | | 0610 17321 1.000 EA | 6.75000 6.75| 3.00000 3.00| 14.75000 14.75 W BEAM BACKUP PLATE | | | 0620 17323 7125.000 LF | 9.30000 66262.50| 15.00000 106875.00| 9.80000 69825.00 GUARDRAIL BEAM | | | 0630 17325 825.000 LF | 16.82000 13876.50| 15.50000 12787.50| 11.35000 9363.75 RADIAL GUARDRAIL BEAM | | | 0640 17327 100.000 LF | 8.91000 891.00| 4.00000 400.00| 10.80000 1080.00 RUB RAIL | | | 0650 17329 160.000 EA | 61.47000 9835.20| 80.00000 12800.00| 73.00000 11680.00 POST (WOOD, CONC., OR STEEL) | | | 0660 17336 5.000 EA | 299.25000 1496.25| 200.00000 1000.00| 550.00000 2750.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0670 17338 5.000 EA | 17.25000 86.25| 100.00000 500.00| 16.50000 82.50 DRILL HOLE | | | 0680 17341 400.000 EA | 22.75000 9100.00| 15.00000 6000.00| 29.00000 11600.00 REALIGN POST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -6 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 17342 1.000 EA | 86.50000 86.50| 1.00000 1.00| 268.00000 268.00 STEEL TUBE GR-7 | | | 0700 17344 1.000 EA | 36.75000 36.75| 1.00000 1.00| 285.00000 285.00 SOIL PLATE GR-7 | | | 0710 17351 6.000 EA | 52.50000 315.00| 1.00000 6.00| 135.00000 810.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0720 17352 5.000 EA | 94.50000 472.50| 1.00000 5.00| 138.00000 690.00 STRUT AND YOKE ASSEMBLY GR-7 | | | 0730 17381 18.000 EA | 109.75000 1975.50| 85.00000 1530.00| 80.50000 1449.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0740 17451 500.000 EA | 3.98000 1990.00| 1.00000 500.00| 7.20000 3600.00 GUARDRAIL DELINEATOR | | | 0750 24272 250.000 HR | 27.00000 6750.00| 5.00000 1250.00| 14.60000 3650.00 TRUCK MOUNTED ATTENUATOR | | | 0760 24278 3500.000 DAY | 2.36000 8260.00| 0.01000 35.00| 3.30000 11550.00 GROUP 2 CHANNELIZING DEVICES | | | 0770 24281 250.000 HR | 6.75000 1687.50| 10.00000 2500.00| 14.60000 3650.00 ELECTRONIC ARROW | | | 0780 24282 550.000 HR | 22.50000 12375.00| 30.00000 16500.00| 18.30000 10065.00 FLAGGER SERVICE | | | 0790 24504 5.000 EA | 155.00000 775.00| 50.00000 250.00| 147.00000 735.00 NS REMOVE EXISTING REMOVE EXISTING | | | REMOVE GR-11 | | | 0800 24601 15000.000 LF | 2.62000 39300.00| 2.00000 30000.00| 2.20000 33000.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE EXISTING GUARDRAIL 505 | | | 0810 24611 400.000 LF | 4.49000 1796.00| 8.50000 3400.00| 12.30000 4920.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET EXISTING GUARDRAIL | | | 0820 24617 8000.000 LF | 4.49000 35920.00| 12.00000 96000.00| 8.00000 64000.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 0830 24702 5.000 EA | 149.50000 747.50| 650.00000 3250.00| 183.00000 915.00 NS REMOVE EXIST. REMOVE EXIST REMOVE | | | EXISTING GR-9 510 | | | 0840 24740 10.000 CY | 202.50000 2025.00| 125.00000 1250.00| 1680.00000 16800.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | RECONSTRUCT EXISTING, RESTORING ASPHALT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/07/12 PAGE : R73 -7 TABULATION OF BIDS CALL ORDER : R73 CONTRACT ID : M00102576N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 12/21/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G1006 |( 2 ) P009 |( 3 ) L022 |GFS FENCE, GUARDRAIL & SIGN |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 50902 2.000 EA | 300.00000 600.00| 250.00000 500.00| 91.50000 183.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXISTING MAILBOX | | | 0860 50902 2.000 EA | 250.00000 500.00| 250.00000 500.00| 170.00000 340.00 NS TRAFFIC SIGN TRAFFIC SIGN TRAFFIC | | | SIGN END SECTION REFLECTIVE SHEE | | | SECTION TOTALS | $ 543,005.53| $ 575,068.25| $ 622,816.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,005.53| $ 575,068.25| $ 622,816.00 ====================================================================================================================================