BID TABULATIONS NOVEMBER 16, 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 project has been rejected: ORDER NO. PROJECT K39 (NFO)0650-053-919,B669 R52 (NFO)DR01-964-090,D601 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 201 -1 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : C00098658N01 COUNTIES : FLOYD CARROLL LETTING DATE : 11/16/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST2A-017-F12,P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - CARROLL, FLOYD COUNTIES FROM: VARIOUS ROUTES TO: VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 1,744,836.85 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1216628.000 SY | 1.39040 1691599.57| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 20819.32000 20819.32| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 192621.000 LF | 0.16000 30819.36| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 20.000 LF | 15.75000 315.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54106 40.000 SF | 32.09000 1283.60| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | SECTION TOTALS | $ 1,744,836.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,744,836.85| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 202 -1 TABULATION OF BIDS CALL ORDER : 202 CONTRACT ID : C00098659N01 COUNTIES : GILES PULASKI LETTING DATE : 11/16/11 10:00 AM DISTRICT : 02 MONTGOMERY CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST2B-060-F12,P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - GILES, MONTGOMERY & PULASKI COUNTIES FROM: VARIOUS ROUTES TO: VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 1,739,127.03 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1182022.000 SY | 1.42050 1679062.25| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 20227.72000 20227.72| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 221317.000 LF | 0.18000 39837.06| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 1,739,127.03| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,739,127.03| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 203 -1 TABULATION OF BIDS CALL ORDER : 203 CONTRACT ID : C00098660N01 COUNTIES : ROANOKE CRAIG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 02 BOTETOURT CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST2E-080-F12,P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - CRAIG, BOTETOURT, ROANOKE COUNTIES FROM: VARIOUS ROUTES TO: VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,740,872.11 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 1,876,860.41 107.8115% ==================================================================================================================================== |( 1 ) W016 |( 2 ) A006 |( ) |WHITEHURST PAVING COMPANY, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1327570.000 SY | 1.26250 1676057.13| 1.35820 1803105.57| MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 19375.00000 19375.00| 23159.27000 23159.27| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 248328.000 LF | 0.16160 40129.80| 0.16000 39732.48| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54106 801.000 SF | 2.62600 2103.43| 6.09000 4878.09| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0050 54401 1.000 EA | 858.50000 858.50| 1260.00000 1260.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0060 54404 5.000 EA | 469.65000 2348.25| 945.00000 4725.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,740,872.11| $ 1,876,860.41| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,740,872.11| $ 1,876,860.41| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 301 -1 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : CM312STA101255 COUNTIES : NELSON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST3A-963-F12,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - AMHERST - NELSON APPOMATTOX RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 554,189.45 100.0000% ==================================================================================================================================== |( 1 ) W016 |( 2 ) A006 |( ) |WHITEHURST PAVING COMPANY, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 440380.000 SY | 1.22550 539685.69| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 8125.00000 8125.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54042 72.000 LF | 9.89800 712.66| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0040 54106 750.000 SF | 4.24200 3181.50| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0050 54404 3.000 EA | 828.20000 2484.60| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 554,189.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 554,189.45| $ 1,876,860.41| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 302 -1 TABULATION OF BIDS CALL ORDER : 302 CONTRACT ID : CM312STB101256 COUNTIES : CAMPBELL LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST3B-963-F12,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - APPOMATTOX - CAMPBELL APPOMATTOX RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,173,095.81 100.0000% ==================================================================================================================================== |( 1 ) W016 |( 2 ) A006 |( ) |WHITEHURST PAVING COMPANY, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 970313.000 SY | 1.16760 1132937.46| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 16875.00000 16875.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 164663.000 LF | 0.14140 23283.35| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 1,173,095.81| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,173,095.81| $ 1,876,860.41| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 303 -1 TABULATION OF BIDS CALL ORDER : 303 CONTRACT ID : CM312STC100990 COUNTIES : BUCKINGHAM LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST3C-963-F12,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - BUCKINGHAM - CUMBERLAND DILLWYN RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 983,249.97 100.0000% ==================================================================================================================================== |( 1 ) W016 |( 2 ) A006 |( ) |WHITEHURST PAVING COMPANY, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 828274.000 SY | 1.16810 967506.86| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 12500.00000 12500.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 1690.000 LF | 1.91900 3243.11| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 983,249.97| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 983,249.97| $ 1,876,860.41| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 304 -1 TABULATION OF BIDS CALL ORDER : 304 CONTRACT ID : CM312STD100992 COUNTIES : CHARLOTTE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST3D-963-F12,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - CHARLOTTE - PRINCE EDWARD DILLWYN RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,293,758.55 100.0000% 2 W038 S. T. WOOTEN CORPORATION $ 1,669,310.74 129.0280% ==================================================================================================================================== |( 1 ) W016 |( 2 ) W038 |( ) |WHITEHURST PAVING COMPANY, |S. T. WOOTEN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1082925.000 SY | 1.16860 1265506.16| 1.52000 1646046.00| MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 16875.00000 16875.00| 12000.00000 12000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 43243.000 LF | 0.18180 7861.58| 0.18000 7783.74| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 60.000 LF | 6.66600 399.96| 6.60000 396.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54106 1300.000 SF | 1.46450 1903.85| 1.45000 1885.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0060 54404 2.000 EA | 606.00000 1212.00| 600.00000 1200.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,293,758.55| $ 1,669,310.74| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,293,758.55| $ 1,669,310.74| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 305 -1 TABULATION OF BIDS CALL ORDER : 305 CONTRACT ID : CM312STE101240 COUNTIES : HALIFAX LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST3E-041-F12,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - HALIFAX COUNTY HALIFAX RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,177,346.45 100.0000% 2 W038 S. T. WOOTEN CORPORATION $ 1,484,859.08 126.1191% ==================================================================================================================================== |( 1 ) W016 |( 2 ) W038 |( ) |WHITEHURST PAVING COMPANY, |S. T. WOOTEN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 990776.000 SY | 1.16590 1155145.74| 1.48000 1466348.48| MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 15625.00000 15625.00| 12000.00000 12000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 36170.000 LF | 0.18180 6575.71| 0.18000 6510.60| TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 1,177,346.45| $ 1,484,859.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,177,346.45| $ 1,484,859.08| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 306 -1 TABULATION OF BIDS CALL ORDER : 306 CONTRACT ID : CM312STF101242 COUNTIES : PITTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST3F-071-F12,N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT - PITTSYLVANIA COUNTY HALIFAX RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,455,283.09 100.0000% 2 W038 S. T. WOOTEN CORPORATION $ 1,941,599.28 133.4173% ==================================================================================================================================== |( 1 ) W016 |( 2 ) W038 |( ) |WHITEHURST PAVING COMPANY, |S. T. WOOTEN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1257173.000 SY | 1.12720 1417085.41| 1.52000 1910902.96| MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 19375.00000 19375.00| 12060.00000 12060.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 86577.000 LF | 0.16160 13990.84| 0.16000 13852.32| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 132.000 LF | 12.12000 1599.84| 12.00000 1584.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54401 2.000 EA | 808.00000 1616.00| 800.00000 1600.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0060 54404 2.000 EA | 808.00000 1616.00| 800.00000 1600.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,455,283.09| $ 1,941,599.28| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,455,283.09| $ 1,941,599.28| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 402 -1 TABULATION OF BIDS CALL ORDER : 402 CONTRACT ID : CM412ST4B98986 COUNTIES : GOOCHLAND LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST4B-042-F12, P401 FED # NONE ST4B-042-F12, P401 FED # NONE CONTRACT DESCRIPTION: 2012 SURFACE TREATMENT SCHEDULE ASHLAND RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,876,718.85 100.0000% 2 P005 PAYNE PAVING COMPANY, INCORPORATED $ 1,894,117.34 100.9271% ==================================================================================================================================== |( 1 ) W016 |( 2 ) P005 |( ) |WHITEHURST PAVING COMPANY, |PAYNE PAVING COMPANY, INCOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1379095.000 SY | 1.18770 1637951.13| 1.18670 1636572.04| MODIFIED SINGLE SEAL | | | 0020 16162 56731.000 SY | 1.67000 94740.77| 1.87000 106086.97| MODIFIED DOUBLE SEAL | | | 0030 16325 160.000 TON | 130.79500 20927.20| 160.00000 25600.00| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0A PATCH | | | 0040 16523 1161.000 SY | 6.26200 7270.18| 6.50000 7546.50| FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0050 24265 LUMP| 26875.00000 26875.00| 25000.00000 25000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 54020 523800.000 LF | 0.15150 79355.70| 0.16000 83808.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0070 54042 72.000 LF | 12.12000 872.64| 12.00000 864.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54105 7603.000 LF | 0.61610 4684.21| 0.61000 4637.83| ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 402 -2 TABULATION OF BIDS CALL ORDER : 402 CONTRACT ID : CM412ST4B98986 COUNTIES : GOOCHLAND LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W016 |( 2 ) P005 |( ) |WHITEHURST PAVING COMPANY, |PAYNE PAVING COMPANY, INCOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54106 334.000 SF | 3.03000 1012.02| 3.00000 1002.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0100 54401 2.000 EA | 1515.00000 3030.00| 1500.00000 3000.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 1,876,718.85| $ 1,894,117.34| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,876,718.85| $ 1,894,117.34| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 403 -1 TABULATION OF BIDS CALL ORDER : 403 CONTRACT ID : CM412ST4C98999 COUNTIES : MECKLENBURG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST4C-058-F12, P401 FED # NONE CONTRACT DESCRIPTION: 2012 SURFACE TREATMENT SCHEDULE SOUTH HILL RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,543,308.43 100.0000% 2 P005 PAYNE PAVING COMPANY, INCORPORATED $ 1,566,330.51 101.4917% 3 W038 S. T. WOOTEN CORPORATION $ 1,943,851.98 125.9536% ==================================================================================================================================== |( 1 ) W016 |( 2 ) P005 |( 3 ) W038 |WHITEHURST PAVING COMPANY, |PAYNE PAVING COMPANY, INCOR |S. T. WOOTEN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1210979.000 SY | 1.15600 1399891.72| 1.17800 1426533.26| 1.48000 1792248.92 MODIFIED SINGLE SEAL | | | 0020 16162 47939.000 SY | 1.59000 76223.01| 1.91400 91755.25| 1.99000 95398.61 MODIFIED DOUBLE SEAL | | | 0030 24265 LUMP| 21875.00000 21875.00| 1000.00000 1000.00| 11485.00000 11485.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 217200.000 LF | 0.17170 37293.24| 0.18000 39096.00| 0.19000 41268.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54042 60.000 LF | 10.10000 606.00| 10.00000 600.00| 8.10000 486.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54106 333.000 SF | 12.12000 4035.96| 12.00000 3996.00| 3.65000 1215.45 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54401 1.000 EA | 1691.75000 1691.75| 1675.00000 1675.00| 950.00000 950.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0080 54404 1.000 EA | 1691.75000 1691.75| 1675.00000 1675.00| 800.00000 800.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,543,308.43| $ 1,566,330.51| $ 1,943,851.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,543,308.43| $ 1,566,330.51| $ 1,943,851.98 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 404 -1 TABULATION OF BIDS CALL ORDER : 404 CONTRACT ID : CM412ST4D98996 COUNTIES : DINWIDDIE NOTTOWAY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 PRINCE GEORGE CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST4D-026-F12, P401 FED # NONE CONTRACT DESCRIPTION: 2012 SURFACE TREATMENT SCHEDULE PETERSBURG RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 2,199,456.05 100.0000% ==================================================================================================================================== |( 1 ) W016 |( ) |( ) |WHITEHURST PAVING COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 849503.000 SY | 1.24950 1061454.00| | MODIFIED SINGLE SEAL | | | 0020 16162 608136.000 SY | 1.70000 1033831.20| | MODIFIED DOUBLE SEAL | | | 0030 24265 LUMP| 29375.00000 29375.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 431510.000 LF | 0.13130 56657.26| | TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54042 222.000 LF | 10.10000 2242.20| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54106 1763.000 SF | 3.03000 5341.89| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0070 54401 3.000 EA | 959.50000 2878.50| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0080 54404 8.000 EA | 959.50000 7676.00| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 2,199,456.05| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,199,456.05| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 501 -1 TABULATION OF BIDS CALL ORDER : 501 CONTRACT ID : CM512STA100011 COUNTIES : SOUTHAMPTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/31/11 COMPLETION DATE PROJECT(S) : ST5A-087-604,P401 FED # NONE ST5A-046-613, P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE VARIOUS ROUTES WITHIN THE FRANKLIN RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 2,966,508.91 100.0000% ==================================================================================================================================== |( 1 ) W016 |( ) |( ) |WHITEHURST PAVING COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10497 3562.000 LB | 2.97950 10612.98| | NS PAVEMENT PAVEMENT CRACK SEAL | | | TYPE A | | | 0020 16161 2485374.000 SY | 1.12100 2786104.25| | MODIFIED SINGLE SEAL | | | 0030 24265 LUMP| 40625.00000 40625.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54032 122561.000 LF | 0.55550 68082.64| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54042 276.000 LF | 10.10000 2787.60| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54105 120237.000 LF | 0.25250 30359.84| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54106 3610.000 SF | 6.06000 21876.60| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54404 20.000 EA | 303.00000 6060.00| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 2,966,508.91| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,966,508.91| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 502 -1 TABULATION OF BIDS CALL ORDER : 502 CONTRACT ID : CM512STB100613 COUNTIES : SURRY JAMES CITY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 YORK CONTRACT TIME : 10/31/12 COMPLETION DATE PROJECT(S) : ST5B-090-720, P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,357,703.06 100.0000% ==================================================================================================================================== |( 1 ) W016 |( ) |( ) |WHITEHURST PAVING COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 910333.000 SY | 1.36080 1238781.15| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 24375.00000 24375.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 42765.000 LF | 0.25250 10798.16| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54032 74321.000 LF | 0.55550 41285.32| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54042 607.000 LF | 10.10000 6130.70| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54105 77804.000 LF | 0.25250 19645.51| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54106 2037.000 SF | 6.06000 12344.22| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54300 16.000 EA | 126.25000 2020.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0090 54310 2.000 EA | 151.50000 303.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 502 -2 TABULATION OF BIDS CALL ORDER : 502 CONTRACT ID : CM512STB100613 COUNTIES : SURRY JAMES CITY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 YORK SET-ASIDE : ==================================================================================================================================== |( 1 ) W016 |( ) |( ) |WHITEHURST PAVING COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54401 2.000 EA | 1010.00000 2020.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 1,357,703.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,357,703.06| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 503 -1 TABULATION OF BIDS CALL ORDER : 503 CONTRACT ID : CM012ST5C99652 COUNTIES : ACCOMACK NORTHAMPTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/31/12 COMPLETION DATE PROJECT(S) : ST5C-001-615, P401 FED # NONE ST5C-001-616, P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE 2012 VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,265,871.67 100.0000% 2 B850 BRANSCOME INC. $ 1,304,262.16 103.0327% ==================================================================================================================================== |( 1 ) W016 |( 2 ) B850 |( ) |WHITEHURST PAVING COMPANY, |BRANSCOME INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 918869.000 SY | 1.31530 1208588.40| 1.34000 1231284.46| MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 18750.00000 18750.00| 23320.16000 23320.16| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 128525.000 LF | 0.21210 27260.15| 0.29000 37272.25| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54032 2000.000 LF | 0.78780 1575.60| 1.66000 3320.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54042 218.000 LF | 7.77700 1695.39| 5.54000 1207.72| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54105 1937.000 LF | 1.71700 3325.83| 2.77000 5365.49| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0070 54106 500.000 SF | 2.92900 1464.50| 2.77000 1385.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0080 54401 2.000 EA | 989.80000 1979.60| 276.77000 553.54| PAVE. MESSAGE MARK. SCHOOL ZONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 503 -2 TABULATION OF BIDS CALL ORDER : 503 CONTRACT ID : CM012ST5C99652 COUNTIES : ACCOMACK NORTHAMPTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W016 |( 2 ) B850 |( ) |WHITEHURST PAVING COMPANY, |BRANSCOME INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54404 2.000 EA | 616.10000 1232.20| 276.77000 553.54| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,265,871.67| $ 1,304,262.16| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,265,871.67| $ 1,304,262.16| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 601 -1 TABULATION OF BIDS CALL ORDER : 601 CONTRACT ID : CM012ST6A96956 COUNTIES : STAFFORD LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST6A-089-F12,P101,P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE FREDERICKSBURG RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P043 PAVING CONTRACTORS, INC. $ 1,198,186.17 100.0000% 2 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,221,429.42 101.9399% ==================================================================================================================================== |( 1 ) P043 |( 2 ) W016 |( ) |PAVING CONTRACTORS, INC. |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 334893.000 SY | 1.13300 379433.77| 1.22280 409507.16| MODIFIED SINGLE SEAL | | | 0020 16162 438167.000 SY | 1.70000 744883.90| 1.68000 736120.56| MODIFIED DOUBLE SEAL | | | 0030 24265 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 228600.000 LF | 0.19000 43434.00| 0.15150 34632.90| TYPE A PAVEMENT LINE MARKING 4" | | | 0050 54034 70.000 LF | 5.00000 350.00| 2.02000 141.40| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0060 54042 674.000 LF | 12.00000 8088.00| 5.45400 3676.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54105 26690.000 LF | 0.25000 6672.50| 0.40400 10782.76| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0080 54106 412.000 SF | 2.00000 824.00| 2.82800 1165.14| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0090 54404 4.000 EA | 1500.00000 6000.00| 888.80000 3555.20| PAVE. MESSAGE MARK. R/R CROSSING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 601 -2 TABULATION OF BIDS CALL ORDER : 601 CONTRACT ID : CM012ST6A96956 COUNTIES : STAFFORD LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) P043 |( 2 ) W016 |( ) |PAVING CONTRACTORS, INC. |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54401 3.000 EA | 1500.00000 4500.00| 616.10000 1848.30| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 1,198,186.17| $ 1,221,429.42| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,198,186.17| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 602 -1 TABULATION OF BIDS CALL ORDER : 602 CONTRACT ID : CM012ST6B96959 COUNTIES : RICHMOND LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST6B-079-F12,P101,P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE NORTHERN NECK RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P043 PAVING CONTRACTORS, INC. $ 1,747,072.47 100.0000% ==================================================================================================================================== |( 1 ) P043 |( 2 ) W016 |( ) |PAVING CONTRACTORS, INC. |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 840419.000 SY | 1.15500 970683.95| | MODIFIED SINGLE SEAL | | | 0020 16162 402704.000 SY | 1.74500 702718.48| | MODIFIED DOUBLE SEAL | | | 0030 24265 LUMP| 4000.00000 4000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0040 54020 316682.000 LF | 0.22000 69670.04| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 1,747,072.47| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,747,072.47| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 603 -1 TABULATION OF BIDS CALL ORDER : 603 CONTRACT ID : CM012ST6C96960 COUNTIES : MIDDLESEX LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST6C-059-F12,P401 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE SALUDA RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,216,412.39 100.0000% ==================================================================================================================================== |( 1 ) W016 |( 2 ) W016 |( ) |WHITEHURST PAVING COMPANY, |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1033842.000 SY | 1.12690 1165036.55| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 21250.00000 21250.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 124884.000 LF | 0.19190 23965.24| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 78.000 LF | 8.28200 646.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54101 1.000 EA | 888.80000 888.80| | NS PAVEMENT MARKING PAVEMENT MARKING | | | STOP AHEAD MESSAGE | | | 0060 54300 8.000 EA | 121.20000 969.60| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0070 54310 2.000 EA | 141.40000 282.80| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0080 54401 1.000 EA | 909.00000 909.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 603 -2 TABULATION OF BIDS CALL ORDER : 603 CONTRACT ID : CM012ST6C96960 COUNTIES : MIDDLESEX LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) W016 |( 2 ) W016 |( ) |WHITEHURST PAVING COMPANY, |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54404 4.000 EA | 616.10000 2464.40| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,216,412.39| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,216,412.39| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 701 -1 TABULATION OF BIDS CALL ORDER : 701 CONTRACT ID : CM712STA101538 COUNTIES : CULPEPER LETTING DATE : 11/16/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 09/01/12 COMPLETION DATE PROJECT(S) : ST7A-967-F12,P401 FED # NONE CONTRACT DESCRIPTION: CHARLOTTESVILLE RESIDENCY SURFACE TREATMENT VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P005 PAYNE PAVING COMPANY, INCORPORATED $ 2,167,284.66 100.0000% ==================================================================================================================================== |( 1 ) P005 |( 2 ) W016 |( ) |PAYNE PAVING COMPANY, INCOR |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1919082.000 SY | 1.10000 2110990.20| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 5000.00000 5000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 296342.000 LF | 0.13000 38524.46| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54100 106.000 LF | 15.00000 1590.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0050 54101 4.000 EA | 1400.00000 5600.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO EL. ARROW-SINGLE | | | 0060 54101 1.000 EA | 1500.00000 1500.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO R/R CROSSING | | | 0070 54106 272.000 SF | 15.00000 4080.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | SECTION TOTALS | $ 2,167,284.66| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,167,284.66| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 702 -1 TABULATION OF BIDS CALL ORDER : 702 CONTRACT ID : CM712STC101518 COUNTIES : CULPEPER LETTING DATE : 11/16/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 09/01/12 COMPLETION DATE PROJECT(S) : ST7C-967-F12,P401 FED # NONE CONTRACT DESCRIPTION: WARRENTON RESIDENCY SURFACE TREATMENT VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P005 PAYNE PAVING COMPANY, INCORPORATED $ 1,304,285.69 100.0000% ==================================================================================================================================== |( 1 ) P005 |( 2 ) W016 |( ) |PAYNE PAVING COMPANY, INCOR |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16162 693903.000 SY | 1.80530 1252703.09| | MODIFIED DOUBLE SEAL | | | 0020 24265 LUMP| 25000.00000 25000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 108370.000 LF | 0.18000 19506.60| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54028 280.000 LF | 2.00000 560.00| | TYPE A PAVEMENT LINE MARKING 24" | | | 0050 54100 83.000 LF | 20.00000 1660.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO 24" | | | 0060 54101 5.000 EA | 200.00000 1000.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF THERMO EL. ARROW SINGLE | | | 0070 54106 241.000 SF | 16.00000 3856.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | SECTION TOTALS | $ 1,304,285.69| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,304,285.69| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 801 -1 TABULATION OF BIDS CALL ORDER : 801 CONTRACT ID : CM812STA99340 COUNTIES : STAUNTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST8A-968-F12, N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE (BATH, HIGHLAND, ROCKBRIDGE) LEXINGTON RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 482,377.82 100.0000% ==================================================================================================================================== |( 1 ) W016 |( 2 ) W016 |( ) |WHITEHURST PAVING COMPANY, |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16162 277645.000 SY | 1.69350 470191.81| | MODIFIED DOUBLE SEAL | | | 0020 24265 LUMP| 8125.00000 8125.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 14360.000 LF | 0.28280 4061.01| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 482,377.82| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,377.82| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 802 -1 TABULATION OF BIDS CALL ORDER : 802 CONTRACT ID : CM812STB99342 COUNTIES : STAUNTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST8B-968-F12, N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE (AUGUSTA, PAGE, ROCKBRIDGE) HARRISONBURG RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 602,886.94 100.0000% ==================================================================================================================================== |( 1 ) W016 |( 2 ) W016 |( ) |WHITEHURST PAVING COMPANY, |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16161 547368.000 SY | 1.06500 582946.92| | MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 10000.00000 10000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 26620.000 LF | 0.18180 4839.52| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 150.000 LF | 7.07000 1060.50| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54404 5.000 EA | 808.00000 4040.00| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 602,886.94| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 602,886.94| $ 1,221,429.42| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : 803 -1 TABULATION OF BIDS CALL ORDER : 803 CONTRACT ID : CM812STC99343 COUNTIES : STAUNTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : ST8C-968-F12, N501 FED # NONE CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE (CLARKE, SHENANDOAH, WARREN) STAUNTON DISTRICT-WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R626 RUSSELL STANDARD CORPORATION $ 275,827.11 100.0000% 2 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 285,607.18 103.5457% ==================================================================================================================================== |( 1 ) R626 |( 2 ) W016 |( ) |RUSSELL STANDARD CORPORATIO |WHITEHURST PAVING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 244988.000 SY | 1.07380 263068.11| 1.11650 273529.10| MODIFIED SINGLE SEAL | | | 0020 24265 LUMP| 6300.00000 6300.00| 5000.00000 5000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0030 54020 30050.000 LF | 0.18000 5409.00| 0.16160 4856.08| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54042 10.000 LF | 25.00000 250.00| 20.20000 202.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0050 54404 1.000 EA | 800.00000 800.00| 2020.00000 2020.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 275,827.11| $ 285,607.18| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 275,827.11| $ 285,607.18| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J34 -1 TABULATION OF BIDS CALL ORDER : J34 CONTRACT ID : C00060005M01 COUNTIES : LUNENBURG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 07/02/12 COMPLETION DATE PROJECT(S) : (NFO)0662-055-240, M501 FED # STP-055-4(019) CONTRACT DESCRIPTION: ALIGNMENT, GRADE, AND DRAINAGE FROM: 0.965 MI. NORTH OF N. INT. OF RTE. 626 TO: 0.009 MI. NORTH OF N. INT. OF RTE. 626 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P203 PEARSON CONSTRUCTION, INC. $ 888,428.95 100.0000% 2 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 966,756.00 108.8164% 3 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 1,047,695.50 117.9268% 4 L070 LANCO PAVING, INC. $ 1,195,468.55 134.5598% 5 B584 BIGGS CONSTRUCTION COMPANY, INC. $ 1,197,770.00 134.8189% ==================================================================================================================================== |( 1 ) P203 |( 2 ) F451 |( 3 ) K006 |PEARSON CONSTRUCTION, INC. |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, INCOR 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| 85000.00000 85000.00| 75000.00000 75000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00101 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 50000.00000 50000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 172000.00000 172000.00| 178500.00000 178500.00| 285000.00000 285000.00 GRADING | | | 0040 00140 1500.000 CY | 17.00000 25500.00| 22.50000 33750.00| 14.00000 21000.00 BORROW EXCAVATION | | | 0050 00355 2135.000 SY | 3.00000 6405.00| 2.00000 4270.00| 2.50000 5337.50 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0060 00700 117.000 LF | 15.00000 1755.00| 18.00000 2106.00| 5.00000 585.00 POST INSTALLATION INSPECTION | | | 0070 01150 624.000 LF | 25.00000 15600.00| 35.00000 21840.00| 32.00000 19968.00 15" PIPE | | | 0080 01240 54.000 LF | 35.00000 1890.00| 48.00000 2592.00| 66.00000 3564.00 24" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J34 -2 TABULATION OF BIDS CALL ORDER : J34 CONTRACT ID : C00060005M01 COUNTIES : LUNENBURG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) P203 |( 2 ) F451 |( 3 ) K006 |PEARSON CONSTRUCTION, INC. |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 06740 1.000 EA | 5000.00000 5000.00| 4000.00000 4000.00| 3500.00000 3500.00 DROP INLET DI-1 | | | 0100 09148 2.000 TON | 100.00000 200.00| 120.00000 240.00| 58.00000 116.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 09150 5.000 TON | 100.00000 500.00| 46.00000 230.00| 58.00000 290.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10000 365.000 TON | 197.92000 72240.80| 215.00000 78475.00| 215.00000 78475.00 LIME | | | 0130 10026 17622.000 SY | 5.35000 94277.70| 6.00000 105732.00| 5.75000 101326.50 MANIPULATION 6" | | | 0140 10100 5067.000 TON | 15.00000 76005.00| 21.00000 106407.00| 17.50000 88672.50 AGGR. MATL. NO. 21B | | | 0150 10250 163.000 TON | 22.75000 3708.25| 29.00000 4727.00| 25.00000 4075.00 NS AGGR. MATERIAL AGGR. MATERIAL #3 | | | STONE | | | 0160 10635 1155.000 TON | 75.00000 86625.00| 79.00000 91245.00| 88.00000 101640.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0170 10642 2222.000 TON | 72.00000 159984.00| 76.00000 168872.00| 80.00000 177760.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 24150 4.000 EA | 500.00000 2000.00| 225.00000 900.00| 450.00000 1800.00 TYPE III BARRICADE 4' | | | 0190 24160 122.500 SF | 18.00000 2205.00| 32.00000 3920.00| 25.00000 3062.50 CONSTRUCTION SIGNS | | | 0200 24260 484.000 TON | 15.00000 7260.00| 17.00000 8228.00| 17.50000 8470.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0210 24279 1000.000 HR | 8.00000 8000.00| 12.00000 12000.00| 5.00000 5000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0220 24282 200.000 HR | 15.00000 3000.00| 21.00000 4200.00| 20.00000 4000.00 FLAGGER SERVICE | | | 0230 27102 529.000 LB | 14.00000 7406.00| 14.00000 7406.00| 14.00000 7406.00 REGULAR SEED | | | 0240 27103 165.000 LB | 3.00000 495.00| 4.00000 660.00| 4.00000 660.00 OVERSEEDING | | | 0250 27215 3.000 TON | 1450.00000 4350.00| 1560.00000 4680.00| 1600.00000 4800.00 FERTILIZER(15-30-15) | | | 0260 27250 15.000 TON | 175.00000 2625.00| 235.00000 3525.00| 240.00000 3600.00 LIME | | | 0270 27284 2525.000 SY | 1.00000 2525.00| 1.10000 2777.50| 1.10000 2777.50 EROSION CONTROL MULCH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J34 -3 TABULATION OF BIDS CALL ORDER : J34 CONTRACT ID : C00060005M01 COUNTIES : LUNENBURG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) P203 |( 2 ) F451 |( 3 ) K006 |PEARSON CONSTRUCTION, INC. |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27326 40.000 SY | 7.00000 280.00| 19.00000 760.00| 20.00000 800.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0290 27415 109.000 EA | 200.00000 21800.00| 125.00000 13625.00| 85.00000 9265.00 CHECK DAM(ROCK) TY. II | | | 0300 27430 517.000 CY | 0.10000 51.70| 11.00000 5687.00| 2.50000 1292.50 SILTATION CONTROL EXCAVATION | | | 0310 27451 1.000 EA | 250.00000 250.00| 120.00000 120.00| 150.00000 150.00 INLET PROTECTION TYPE A | | | 0320 27505 611.000 LF | 2.50000 1527.50| 2.00000 1222.00| 2.50000 1527.50 TEMP. SILT FENCE | | | 0330 27506 2134.000 LF | 2.00000 4268.00| 1.75000 3734.50| 2.50000 5335.00 TEMP. FILTER BARRIER | | | 0340 54020 20800.000 LF | 0.22000 4576.00| 0.25000 5200.00| 0.30000 6240.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0350 54042 20.000 LF | 5.95000 119.00| 6.25000 125.00| 10.00000 200.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 888,428.95| $ 966,756.00| $ 1,047,695.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,428.95| $ 966,756.00| $ 1,047,695.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J63 -1 TABULATION OF BIDS CALL ORDER : J63 CONTRACT ID : C00097500B49 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 04/23/12 COMPLETION DATE PROJECT(S) : (NFO)BRDG-005-642,B649 FED # BR-BR03(289) CONTRACT DESCRIPTION: SUPERSTR. REPAIRS ON RTE. 60 (RICHMOND HWY.) OVER RTE. 29 0.52 MI W OF AMHERST CO. LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 115,260.00 100.0000% 2 W210 BURLEIGH CONSTRUCTION CO., INC. $ 119,780.00 103.9216% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 180,560.00 156.6545% 4 C1334 CROSSROADS BRIDGE INC $ 197,720.00 171.5426% ==================================================================================================================================== |( 1 ) M813 |( 2 ) W210 |( 3 ) L005 |MCCLAIN & CO., INC. |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, INCOR 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| 12000.00000 12000.00| 16000.00000 16000.00| 18000.00000 18000.00 MOBILIZATION | | | 0020 24265 LUMP| 9000.00000 9000.00| 15000.00000 15000.00| 17000.00000 17000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 1118 | | | 0030 68476 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 10000.00000 10000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. 1118 | | | 0040 68492 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1200.00000 1200.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. 1118, TYPE B | | | 0050 68900 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 7500.00000 7500.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR.1118 | | | 0060 68904 6.000 EA | 560.00000 3360.00| 2500.00000 15000.00| 1200.00000 7200.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REPLACE EXIST. | | | CONNECTOR PLATE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J63 -2 TABULATION OF BIDS CALL ORDER : J63 CONTRACT ID : C00097500B49 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) W210 |( 3 ) L005 |MCCLAIN & CO., INC. |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 68904 3.000 EA | 2200.00000 6600.00| 6000.00000 18000.00| 5000.00000 15000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REPLACE EXISTING | | | CROSS FRAME | | | 0080 68908 LUMP| 5300.00000 5300.00| 15000.00000 15000.00| 54660.00000 54660.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR GIRDER REPAIR | | | 0090 68908 LUMP| 70000.00000 70000.00| 29780.00000 29780.00| 50000.00000 50000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR HEAT STRAIGHTENING (STR. | | | 1118) | | | SECTION TOTALS | $ 115,260.00| $ 119,780.00| $ 180,560.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 115,260.00| $ 119,780.00| $ 180,560.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J64 -1 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00097497B58 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 04/08/13 COMPLETION DATE PROJECT(S) : (NFO)BRDG-005-641, B658 FED # BR-BR03(291) CONTRACT DESCRIPTION: RTE. 622 SUPERSTRUCTURE REPLACEMENT 0.5 MI. N. INT. RTE. 210 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,111,564.50 100.0000% 2 D172 DLB, INC. $ 1,158,581.00 104.2298% 3 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 1,192,648.80 107.2946% 4 B728 D. A. BROWN, INC. $ 1,247,031.50 112.1871% 5 H018 HAYMES BROTHERS, INC. $ 1,304,062.00 117.3177% ==================================================================================================================================== |( 1 ) W210 |( 2 ) D172 |( 3 ) E008 |BURLEIGH CONSTRUCTION CO.,I |DLB, INC. |ENGLISH CONSTRUCTION COMPANY, I 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| 85000.00000 85000.00| 86000.00000 86000.00| 85000.00000 85000.00 MOBILIZATION | | | 0020 00101 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 9000.00000 9000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 116.000 CY | 110.00000 12760.00| 65.00000 7540.00| 50.00000 5800.00 REGULAR EXCAVATION | | | 0040 00150 10.000 CY | 110.00000 1100.00| 195.00000 1950.00| 100.00000 1000.00 EMBANKMENT | | | 0050 00700 140.000 LF | 9.00000 1260.00| 16.00000 2240.00| 15.00000 2100.00 POST INSTALLATION INSPECTION | | | 0060 01150 39.000 LF | 75.00000 2925.00| 68.00000 2652.00| 50.00000 1950.00 15" PIPE | | | 0070 01300 101.000 LF | 75.00000 7575.00| 78.00000 7878.00| 80.00000 8080.00 30" PIPE | | | 0080 06150 2.000 EA | 300.00000 600.00| 700.00000 1400.00| 100.00000 200.00 15" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J64 -2 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00097497B58 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) D172 |( 3 ) E008 |BURLEIGH CONSTRUCTION CO.,I |DLB, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 06301 1.000 EA | 650.00000 650.00| 1010.00000 1010.00| 500.00000 500.00 30" END SECTION ES-1 | | | 0100 08962 2.000 EA | 2700.00000 5400.00| 2500.00000 5000.00| 3000.00000 6000.00 DROP INLET DI-13 TY.1 | | | 0110 09056 4.500 LF | 600.00000 2700.00| 565.00000 2542.50| 600.00000 2700.00 MANHOLE MH-1 OR 2 | | | 0120 09057 1.000 EA | 450.00000 450.00| 500.00000 500.00| 500.00000 500.00 FRAME & COVER MH-1 | | | 0130 09148 13.000 TON | 45.00000 585.00| 105.00000 1365.00| 80.00000 1040.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0140 10128 71.000 TON | 70.00000 4970.00| 47.00000 3337.00| 50.00000 3550.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10611 24.000 TON | 155.00000 3720.00| 170.00000 4080.00| 200.00000 4800.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0160 10628 474.000 SY | 18.00000 8532.00| 14.00000 6636.00| 20.00000 9480.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0170 10636 76.000 TON | 155.00000 11780.00| 140.00000 10640.00| 150.00000 11400.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0180 10642 109.000 TON | 160.00000 17440.00| 110.00000 11990.00| 125.00000 13625.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0190 12030 42.000 LF | 100.00000 4200.00| 25.00000 1050.00| 27.00000 1134.00 STD. CURB CG-3 | | | 0200 12322 150.000 LF | 22.00000 3300.00| 22.50000 3375.00| 25.00000 3750.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0210 12505 6.000 TON | 155.00000 930.00| 112.00000 672.00| 125.00000 750.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0220 13310 12.500 LF | 125.00000 1562.50| 112.00000 1400.00| 110.00000 1375.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0230 13322 400.000 LF | 24.00000 9600.00| 22.00000 8800.00| 20.00000 8000.00 GUARDRAIL GR-2 8' POST | | | 0240 13345 3.000 EA | 2800.00000 8400.00| 2700.00000 8100.00| 2600.00000 7800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0250 13383 4.000 EA | 2600.00000 10400.00| 2400.00000 9600.00| 2300.00000 9200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0260 13495 200.000 LF | 30.00000 6000.00| 65.00000 13000.00| 50.00000 10000.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0270 13496 420.000 LF | 20.00000 8400.00| 58.00000 24360.00| 30.00000 12600.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J64 -3 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00097497B58 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) D172 |( 3 ) E008 |BURLEIGH CONSTRUCTION CO.,I |DLB, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 13611 4.000 EA | 6000.00000 24000.00| 8000.00000 32000.00| 10000.00000 40000.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0290 24152 2.000 EA | 350.00000 700.00| 450.00000 900.00| 500.00000 1000.00 TYPE III BARRICADE 8' | | | 0300 24160 418.000 SF | 20.00000 8360.00| 19.00000 7942.00| 22.00000 9196.00 CONSTRUCTION SIGNS | | | 0310 24278 2400.000 DAY | 1.00000 2400.00| 0.73000 1752.00| 0.50000 1200.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24430 109.000 SY | 65.00000 7085.00| 24.00000 2616.00| 12.00000 1308.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0330 24600 636.000 LF | 4.00000 2544.00| 5.30000 3370.80| 2.00000 1272.00 REMOVE EXISTING GUARDRAIL | | | 0340 27022 0.300 ACRE| 2000.00000 600.00| 9650.00000 2895.00| 5000.00000 1500.00 TOPSOIL CLASS B 2" | | | 0350 27102 82.000 LB | 28.00000 2296.00| 28.00000 2296.00| 25.00000 2050.00 REGULAR SEED | | | 0360 27103 51.000 LB | 4.00000 204.00| 4.50000 229.50| 4.00000 204.00 OVERSEEDING | | | 0370 27215 0.100 TON | 2400.00000 240.00| 2220.00000 222.00| 2200.00000 220.00 FERTILIZER(15-30-15) | | | 0380 27250 1.200 TON | 320.00000 384.00| 310.00000 372.00| 300.00000 360.00 LIME | | | 0390 27321 50.000 SY | 5.00000 250.00| 4.50000 225.00| 4.40000 220.00 PROTECTIVE COVERING EC-2 | | | 0400 27410 1.000 EA | 300.00000 300.00| 285.00000 285.00| 390.00000 390.00 CHECK DAM, ROCK TY. I | | | 0410 27422 2.000 EA | 1400.00000 2800.00| 1400.00000 2800.00| 1000.00000 2000.00 DEWATERING BASIN | | | 0420 27430 156.000 CY | 1.00000 156.00| 27.00000 4212.00| 5.00000 780.00 SILTATION CONTROL EXCAVATION | | | 0430 27461 2.000 EA | 500.00000 1000.00| 750.00000 1500.00| 250.00000 500.00 INLET PROTECTION TYPE B | | | 0440 27506 955.000 LF | 3.00000 2865.00| 2.80000 2674.00| 2.50000 2387.50 TEMP. FILTER BARRIER | | | 0450 40002 90.000 LF | 50.00000 4500.00| 49.00000 4410.00| 26.78000 2410.20 3/4" WATER SERVICE LINE | | | 0460 40081 160.000 LF | 80.00000 12800.00| 110.00000 17600.00| 117.15000 18744.00 8" DI WATER MAIN | | | 0470 41008 2.000 EA | 1700.00000 3400.00| 8500.00000 17000.00| 9500.00000 19000.00 8" GATE VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J64 -4 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00097497B58 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) D172 |( 3 ) E008 |BURLEIGH CONSTRUCTION CO.,I |DLB, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 41104 1.000 EA | 800.00000 800.00| 425.00000 425.00| 1000.00000 1000.00 ADJUST EXIST. VALVE BOX | | | 0490 41827 1.000 EA | 900.00000 900.00| 1900.00000 1900.00| 1550.00000 1550.00 ADJUST EXIST. FIRE HYDRANT | | | 0500 51910 318.000 LF | 4.00000 1272.00| 4.50000 1431.00| 5.00000 1590.00 SAW CUT | | | 0510 51955 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0520 54050 2680.000 LF | 2.50000 6700.00| 3.40000 9112.00| 2.20000 5896.00 TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0530 54105 2290.000 LF | 2.00000 4580.00| 2.50000 5725.00| 1.50000 3435.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0540 54240 47.000 EA | 6.00000 282.00| 13.80000 648.60| 15.00000 705.00 TEMP. PAVE. MARKER 1 WAY | | | 0550 54512 620.000 LF | 2.20000 1364.00| 2.50000 1550.00| 2.33000 1444.60 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0560 54516 320.000 LF | 3.50000 1120.00| 5.00000 1600.00| 3.75000 1200.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0570 54524 25.000 LF | 12.00000 300.00| 28.00000 700.00| 11.00000 275.00 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 0580 66120 2.000 EA | 6000.00000 12000.00| 6800.00000 13600.00| 12000.00000 24000.00 COFFERDAM | | | 0590 66926 12.000 SY | 200.00000 2400.00| 290.00000 3480.00| 120.00000 1440.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 10" | | | 0600 67350 LUMP| 48000.00000 48000.00| 46000.00000 46000.00| 55000.00000 55000.00 NS WATER LINE WATER LINE (STR. NO. 6023 | | | 0610 68024 202.000 LF | 230.00000 46460.00| 325.00000 65650.00| 220.00000 44440.00 RAILING, BR27C 1 RAIL | | | 0620 68040 95.100 CY | 1200.00000 114120.00| 865.00000 82261.50| 900.00000 85590.00 CONCRETE CLASS A4 | | | 0630 68090 337.000 SY | 9.00000 3033.00| 7.80000 2628.60| 12.00000 4044.00 BRIDGE DECK GROOVING | | | 0640 68101 24510.000 LB | 3.00000 73530.00| 2.00000 49020.00| 2.50000 61275.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0650 68114 64500.000 LS | 130000.00000 130000.00| 214000.00000 214000.00| 150000.00000 150000.00 STR. STEEL ROLLED BEAM ASTM A709 GRADE | | | 50W | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J64 -5 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00097497B58 COUNTIES : AMHERST LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) D172 |( 3 ) E008 |BURLEIGH CONSTRUCTION CO.,I |DLB, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 68900 LUMP| 102000.00000 102000.00| 117000.00000 117000.00| 137500.00000 137500.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. (SRT. NO. 6023) | | | 0670 69005 160.000 TON | 35.00000 5600.00| 50.00000 8000.00| 50.00000 8000.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0680 69011 143.000 CY | 85.00000 12155.00| 50.00000 7150.00| 80.00000 11440.00 STRUCTURE EXCAVATION | | | 0690 69025 21.100 CY | 1500.00000 31650.00| 780.00000 16458.00| 1200.00000 25320.00 NS CONCRETE CONCRETE CLASS A4 - SELF | | | CONSOLID. CONC. | | | 0700 69040 48.500 CY | 1500.00000 72750.00| 960.00000 46560.00| 1750.00000 84875.00 CONCRETE CLASS A4 | | | 0710 69101 11770.000 LB | 3.00000 35310.00| 1.85000 21774.50| 2.75000 32367.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0720 69112 214.000 LF | 85.00000 18190.00| 70.00000 14980.00| 99.00000 21186.00 STEEL PILE 12" | | | 0730 69500 5.000 SY | 1100.00000 5500.00| 1600.00000 8000.00| 1200.00000 6000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0740 69627 395.000 TON | 45.00000 17775.00| 42.00000 16590.00| 60.00000 23700.00 DRY RIPRAP CL. I | | | 0750 69639 433.000 TON | 50.00000 21650.00| 46.00000 19918.00| 100.00000 43300.00 DRY RIPRAP CL. II | | | SECTION TOTALS | $ 1,111,564.50| $ 1,158,581.00| $ 1,192,648.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,111,564.50| $ 1,158,581.00| $ 1,192,648.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J67 -1 TABULATION OF BIDS CALL ORDER : J67 CONTRACT ID : C00081497C01 COUNTIES : CAROLINE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 05/14/13 COMPLETION DATE PROJECT(S) : 0207-016-117, B606 FED # BR-207-6(004) 0207-016-117, C501 FED # BR-207-6(004) CONTRACT DESCRIPTION: RTE 207 - WBL BRIDGE REPLACEMENT OVER CSX 0.30 MI. WEST OF CSX RAILROAD 0.32 MI. EAST OF CSX RAILROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 J. L. KENT & SONS, INC. $ 3,333,943.82 100.0000% 2 B303 BRYANT CONTRACTING, INC. $ 3,399,293.38 101.9601% 3 A003 ABERNATHY CONSTRUCTION CORPORATION $ 3,443,712.30 103.2925% 4 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 3,664,655.70 109.9195% 5 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 3,911,111.35 117.3119% 6 C097 CORMAN CONSTRUCTION, INC. $ 3,966,235.70 118.9653% 7 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 4,013,968.50 120.3970% 8 H021 HENDERSON CONSTRUCTION CO., INC. $ 4,096,145.83 122.8619% 9 L002 THE LANE CONSTRUCTION CORPORATION $ 4,528,838.41 135.8403% ==================================================================================================================================== |( 1 ) K003 |( 2 ) B303 |( 3 ) A003 |J. L. KENT & SONS, INC. |BRYANT CONTRACTING, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 187000.00000 187000.00| 125000.00000 125000.00| 200000.00000 200000.00 MOBILIZATION | | | 0020 00101 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 35000.00000 35000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 27920.00000 27920.00| 42000.00000 42000.00| 160000.00000 160000.00 CLEARING AND GRUBBING | | | 0040 00120 12075.000 CY | 12.93000 156129.75| 9.50000 114712.50| 15.05000 181728.75 REGULAR EXCAVATION | | | 0050 00140 41469.000 CY | 6.50000 269548.50| 14.20000 588859.80| 8.00000 331752.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J67 -2 TABULATION OF BIDS CALL ORDER : J67 CONTRACT ID : C00081497C01 COUNTIES : CAROLINE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B303 |( 3 ) A003 |J. L. KENT & SONS, INC. |BRYANT CONTRACTING, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00270 181.000 TON | 12.00000 2172.00| 30.00000 5430.00| 13.00000 2353.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00355 129.000 SY | 2.00000 258.00| 4.20000 541.80| 2.50000 322.50 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00525 2.000 CY | 1650.00000 3300.00| 1260.00000 2520.00| 1710.00000 3420.00 CONCRETE CLASS A3 MISC. | | | 0090 00588 2603.000 LF | 9.25000 24077.75| 6.30000 16398.90| 10.00000 26030.00 UNDERDRAIN UD-4 | | | 0100 00591 89.000 LF | 20.25000 1802.25| 15.75000 1401.75| 23.00000 2047.00 COMB. UNDERDRAIN CD-2 | | | 0110 00595 191.000 LF | 9.00000 1719.00| 10.50000 2005.50| 10.00000 1910.00 OUTLET PIPE | | | 0120 00596 8.000 EA | 587.00000 4696.00| 370.00000 2960.00| 620.00000 4960.00 ENDWALL EW-12 | | | 0130 00700 158.000 LF | 11.00000 1738.00| 7.40000 1169.20| 11.50000 1817.00 POST INSTALLATION INSPECTION | | | 0140 01150 318.000 LF | 34.00000 10812.00| 63.00000 20034.00| 35.00000 11130.00 15" PIPE | | | 0150 06150 6.000 EA | 304.00000 1824.00| 420.00000 2520.00| 305.00000 1830.00 15" END SECTION ES-1 OR 2 | | | 0160 07506 1.000 EA | 3300.00000 3300.00| 3360.00000 3360.00| 3400.00000 3400.00 DROP INLET DI-5 | | | 0170 08962 2.000 EA | 2900.00000 5800.00| 2625.00000 5250.00| 3000.00000 6000.00 DROP INLET DI-13 TY.1 | | | 0180 09149 31.000 SY | 45.00000 1395.00| 115.00000 3565.00| 46.00000 1426.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0190 09151 15.000 SY | 56.00000 840.00| 115.00000 1725.00| 60.00000 900.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0200 09250 6.000 EA | 590.00000 3540.00| 945.00000 5670.00| 600.00000 3600.00 SLOPE DRAIN | | | 0210 10065 50.000 TON | 29.00000 1450.00| 80.00000 4000.00| 30.00000 1500.00 AGGR. MATL. NO. 1 | | | 0220 10128 7433.000 TON | 17.25000 128219.25| 16.25000 120786.25| 18.00000 133794.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0230 10608 1473.000 TON | 83.60000 123142.80| 83.00000 122259.00| 84.00000 123732.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0240 10610 1683.000 TON | 79.20000 133293.60| 75.60000 127234.80| 82.00000 138006.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0250 10629 1958.000 SY | 5.88000 11513.04| 5.75000 11258.50| 6.60000 12922.80 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J67 -3 TABULATION OF BIDS CALL ORDER : J67 CONTRACT ID : C00081497C01 COUNTIES : CAROLINE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B303 |( 3 ) A003 |J. L. KENT & SONS, INC. |BRYANT CONTRACTING, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 10642 2239.000 TON | 72.60000 162551.40| 69.30000 155162.70| 74.00000 165686.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0270 12323 64.000 LF | 44.00000 2816.00| 42.00000 2688.00| 55.00000 3520.00 ASPHALT CONCRETE CURB TY. MC-3C | | | 0280 12505 3.000 TON | 220.00000 660.00| 210.00000 630.00| 230.00000 690.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0290 13212 9.000 EA | 150.00000 1350.00| 1.00000 9.00| 160.00000 1440.00 R/W MONUMENT RM-2 | | | 0300 13315 1.000 EA | 797.00000 797.00| 760.00000 760.00| 1050.00000 1050.00 GUARDRAIL TERMINAL GR-11 | | | 0310 13320 6501.000 LF | 17.00000 110517.00| 16.00000 104016.00| 17.05000 110842.05 GUARDRAIL GR-2 | | | 0320 13323 46.000 LF | 20.35000 936.10| 19.50000 897.00| 53.00000 2438.00 GUARDRAIL GR-2A | | | 0330 13345 3.000 EA | 2300.00000 6900.00| 2200.00000 6600.00| 2350.00000 7050.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0340 13392 4.000 EA | 2090.00000 8360.00| 2000.00000 8000.00| 2200.00000 8800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0350 13393 2.000 EA | 495.00000 990.00| 475.00000 950.00| 550.00000 1100.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0360 13496 180.000 LF | 58.00000 10440.00| 60.00000 10800.00| 29.00000 5220.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0370 13570 7829.000 S.F.| 58.00000 454082.00| 60.00000 469740.00| 58.00000 454082.00 NS RETAINING WALL RETAINING WALL 00112 | | | 0380 13604 2.000 EA | 21000.00000 42000.00| 1260.00000 2520.00| 7300.00000 14600.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0390 14260 1.000 TON | 28.00000 28.00| 210.00000 210.00| 250.00000 250.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0400 16240 4.000 TON | 25.00000 100.00| 210.00000 840.00| 130.00000 520.00 AGGR. MATL. NO.78 | | | 0403 23600 790.000 LF | 6.60000 5214.00| 6.30000 4977.00| 8.40000 6636.00 NS FENCE FENCE FE-W1 MOD. | | | 0404 23600 820.000 LF | 4.40000 3608.00| 4.20000 3444.00| 7.80000 6396.00 NS FENCE FENCE 8 STRAND, HIGH TENSILE | | | 0405 23604 1.000 EA | 348.70000 348.70| 335.00000 335.00| 450.00000 450.00 NS FENCE FENCE 16', ENTRANCE GATE | | | 0410 24100 400.000 HR | 30.00000 12000.00| 0.01000 4.00| 36.00000 14400.00 ALLAYING DUST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J67 -4 TABULATION OF BIDS CALL ORDER : J67 CONTRACT ID : C00081497C01 COUNTIES : CAROLINE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B303 |( 3 ) A003 |J. L. KENT & SONS, INC. |BRYANT CONTRACTING, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 24152 7.000 EA | 230.00000 1610.00| 300.00000 2100.00| 290.00000 2030.00 TYPE III BARRICADE 8' | | | 0430 24160 548.000 SF | 13.00000 7124.00| 25.00000 13700.00| 16.00000 8768.00 CONSTRUCTION SIGNS | | | 0440 24272 140.000 HR | 48.00000 6720.00| 50.00000 7000.00| 50.00000 7000.00 TRUCK MOUNTED ATTENUATOR | | | 0450 24278 28835.000 DAY | 0.45000 12975.75| 0.60000 17301.00| 0.52000 14994.20 GROUP 2 CHANNELIZING DEVICES | | | 0460 24281 17520.000 HR | 0.55000 9636.00| 1.00000 17520.00| 0.56000 9811.20 ELECTRONIC ARROW | | | 0470 24297 3214.000 LF | 34.31000 110272.34| 10.00000 32140.00| 19.60000 62994.40 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0480 24410 8640.000 SY | 3.75000 32400.00| 3.00000 25920.00| 4.10000 35424.00 DEMOLITION OF PAVEMENT | | | 0490 24600 6490.000 LF | 1.38000 8956.20| 1.40000 9086.00| 1.45000 9410.50 REMOVE EXISTING GUARDRAIL | | | 0500 24611 2613.000 LF | 7.70000 20120.10| 7.35000 19205.55| 8.00000 20904.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RELAP W-BEAM | | | 0510 25505 16.000 MO | 1100.00000 17600.00| 1700.00000 27200.00| 1360.00000 21760.00 FIELD OFFICE TY.I | | | 0520 27022 4.040 ACRE| 2690.00000 10867.60| 9800.00000 39592.00| 2710.00000 10948.40 TOPSOIL CLASS B 2" | | | 0530 27102 2167.000 LB | 10.45000 22645.15| 13.65000 29579.55| 11.00000 23837.00 REGULAR SEED | | | 0540 27103 792.000 LB | 3.33000 2637.36| 3.70000 2930.40| 3.60000 2851.20 OVERSEEDING | | | 0550 27215 2.100 TON | 1540.00000 3234.00| 1575.00000 3307.50| 1590.00000 3339.00 FERTILIZER(15-30-15) | | | 0560 27250 27.400 TON | 198.00000 5425.20| 210.00000 5754.00| 208.00000 5699.20 LIME | | | 0570 27325 1230.000 SY | 4.88000 6002.40| 6.60000 8118.00| 5.30000 6519.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0580 27415 10.000 EA | 140.00000 1400.00| 185.00000 1850.00| 158.00000 1580.00 CHECK DAM(ROCK) TY. II | | | 0585 27422 2.000 EA | 210.00000 420.00| 265.00000 530.00| 990.00000 1980.00 DEWATERING BASIN | | | 0590 27430 618.000 CY | 5.00000 3090.00| 0.01000 6.18| 5.30000 3275.40 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J67 -5 TABULATION OF BIDS CALL ORDER : J67 CONTRACT ID : C00081497C01 COUNTIES : CAROLINE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B303 |( 3 ) A003 |J. L. KENT & SONS, INC. |BRYANT CONTRACTING, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 27451 2.000 EA | 210.00000 420.00| 185.00000 370.00| 215.00000 430.00 INLET PROTECTION TYPE A | | | 0610 27461 2.000 EA | 210.00000 420.00| 185.00000 370.00| 240.00000 480.00 INLET PROTECTION TYPE B | | | 0620 27505 3375.000 LF | 2.75000 9281.25| 4.20000 14175.00| 3.20000 10800.00 TEMP. SILT FENCE | | | 0630 50108 7.000 SF | 60.00000 420.00| 48.30000 338.10| 70.00000 490.00 SIGN PANEL | | | 0640 50204 15.000 LF | 10.50000 157.50| 50.00000 750.00| 15.00000 225.00 SIGN POST WOOD 4" X 4" | | | 0650 50867 1.000 EA | 100.00000 100.00| 1680.00000 1680.00| 305.00000 305.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0660 54032 14923.000 LF | 0.81000 12087.63| 0.50000 7461.50| 0.88000 13132.24 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0670 54075 518.000 LF | 4.13000 2139.34| 2.60000 1346.80| 4.70000 2434.60 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0680 54079 150.000 LF | 5.50000 825.00| 8.70000 1305.00| 6.20000 930.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0690 54105 20308.000 LF | 0.81000 16449.48| 1.00000 20308.00| 0.90000 18277.20 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0700 54240 772.000 EA | 6.60000 5095.20| 6.80000 5249.60| 7.50000 5790.00 TEMP. PAVE. MARKER 1 WAY | | | 0710 54300 4.000 EA | 88.00000 352.00| 90.00000 360.00| 140.00000 560.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0720 54550 18042.000 LF | 0.31000 5593.02| 0.40000 7216.80| 0.38000 6855.96 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0730 54554 1690.000 LF | 0.64000 1081.60| 1.00000 1690.00| 1.10000 1859.00 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 0740 60125 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 6300.00000 6300.00 NS BRIDGE BRIDGE INSPECT STRUCTURE (NO. | | | 1026) | | | 0750 60404 157.100 CY | 1073.65000 168670.42| 850.00000 133535.00| 925.00000 145317.50 CONCRETE CLASS A4 | | | 0760 60450 111.300 CY | 436.00000 48526.80| 480.00000 53424.00| 690.00000 76797.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 0770 60452 16990.000 LB | 0.96000 16310.40| 1.00000 16990.00| 0.91000 15460.90 REINF. STEEL BRIDGE APPR. SLAB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J67 -6 TABULATION OF BIDS CALL ORDER : J67 CONTRACT ID : C00081497C01 COUNTIES : CAROLINE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B303 |( 3 ) A003 |J. L. KENT & SONS, INC. |BRYANT CONTRACTING, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 60490 509.000 SY | 12.53000 6377.77| 6.30000 3206.70| 9.20000 4682.80 BRIDGE DECK GROOVING | | | 0790 61237 7.000 EA | 55045.00000 385315.00| 41500.00000 290500.00| 34100.00000 238700.00 PREST.CONC.BEAM,BULB-T 53" DEPTH | | | +110'-120' | | | 0813 61703 34440.000 LB | 3.62000 124672.80| 3.00000 103320.00| 3.30000 113652.00 CORROSION RESISTANT REINF. STEEL | | | SOLID STAINLESS | | | 0820 62010 500.000 LF | 105.73000 52865.00| 170.00000 85000.00| 190.00000 95000.00 CONCRETE PARAPET | | | 0830 62501 93.000 LF | 57.75000 5370.75| 25.00000 2325.00| 70.00000 6510.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0840 64011 66.000 CY | 30.00000 1980.00| 25.00000 1650.00| 105.00000 6930.00 STRUCTURE EXCAVATION | | | 0850 64101 3.000 EA | 1744.00000 5232.00| 2250.00000 6750.00| 3800.00000 11400.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 0860 64875 1125.000 LF | 38.50000 43312.50| 20.00000 22500.00| 25.00000 28125.00 NS PILE PILE 12" STEEL PILE INSTALL ONL | | | 0870 64875 255.000 LF | 54.50000 13897.50| 40.00000 10200.00| 34.00000 8670.00 NS PILE PILE DRIVING TEST FOR 12" STEEL | | | PILE INSTALL | | | 0880 65013 25.400 CY | 1199.00000 30454.60| 800.00000 20320.00| 1230.00000 31242.00 CONCRETE CLASS A3 | | | 0885 65200 7600.000 LB | 1.00000 7600.00| 1.10000 8360.00| 1.08000 8208.00 REINF. STEEL | | | 0890 66926 79.700 SY | 207.10000 16505.87| 160.00000 12752.00| 115.00000 9165.50 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION | | | 0900 67086 229.000 LF | 125.35000 28705.15| 95.00000 21755.00| 114.00000 26106.00 PED. FENCE 6' | | | 0910 67900 LUMP| 85600.00000 85600.00| 150000.00000 150000.00| 98000.00000 98000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 1026, TPYE B | | | 0920 70200 LUMP| 1150.00000 1150.00| 3500.00000 3500.00| 1500.00000 1500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 001 | | | 0930 70200 LUMP| 1150.00000 1150.00| 3500.00000 3500.00| 1500.00000 1500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002 | | | SECTION TOTALS | $ 3,333,943.82| $ 3,399,293.38| $ 3,443,712.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,333,943.82| $ 3,399,293.38| $ 3,443,712.30 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J73 -1 TABULATION OF BIDS CALL ORDER : J73 CONTRACT ID : C00086293B62 COUNTIES : WASHINGTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/21/12 COMPLETION DATE PROJECT(S) : 0747-095-913,B662 FED # BROS-095-1(310) CONTRACT DESCRIPTION: BRIDGE REPLACEMENT OVER TUMBLING CREEK AND APPROACHES FROM: 1.30 MI. N. RTE. 613 TO: 0.70 MI. S. END MAINTENANCE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E054 ESTES BROS. CONST., INC. $ 650,360.40 100.0000% 2 E155 ELK KNOB, INC. $ 678,945.49 104.3953% 3 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 763,264.28 117.3602% 4 K065 KEN CONSTRUCTION CO., INC. $ 817,319.00 125.6717% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 859,700.00 132.1882% ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) I943 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |INFRASTRUCTURE CORPORATION OF A 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| 69410.00000 69410.00| 54000.00000 54000.00| 66248.26000 66248.26 MOBILIZATION | | | 0020 00101 LUMP| 8750.00000 8750.00| 3190.00000 3190.00| 14323.95000 14323.95 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 20400.00000 20400.00| 15000.00000 15000.00| 11459.16000 11459.16 GRADING | | | 0040 10065 115.000 TON | 32.54000 3742.10| 22.00000 2530.00| 50.13000 5764.95 AGGR. MATL. NO. 1 | | | 0050 10128 280.000 TON | 31.07000 8699.60| 24.00000 6720.00| 25.78000 7218.40 AGGR. BASE MATL. TY. I NO. 21B | | | 0060 10598 65.000 TON | 172.62000 11220.30| 165.11000 10732.15| 250.67000 16293.55 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | TYPE SM-19.0A | | | 0070 13345 3.000 EA | 5500.00000 16500.00| 3300.00000 9900.00| 3151.27000 9453.81 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J73 -2 TABULATION OF BIDS CALL ORDER : J73 CONTRACT ID : C00086293B62 COUNTIES : WASHINGTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) I943 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13383 3.000 EA | 5500.00000 16500.00| 3300.00000 9900.00| 2793.17000 8379.51 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0090 24265 LUMP| 20100.00000 20100.00| 19500.00000 19500.00| 10834.63000 10834.63 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6308 | | | 0100 27102 156.000 LB | 7.98000 1244.88| 7.98000 1244.88| 14.32000 2233.92 REGULAR SEED | | | 0110 27103 60.000 LB | 7.98000 478.80| 7.98000 478.80| 4.66000 279.60 OVERSEEDING | | | 0120 27104 8.000 LB | 8.80000 70.40| 8.80000 70.40| 24.35000 194.80 LEGUME SEED | | | 0130 27105 5.000 LB | 8.80000 44.00| 8.80000 44.00| 18.62000 93.10 LEGUME OVERSEEDING | | | 0140 27215 0.140 TON | 990.00000 138.60| 990.00000 138.60| 1002.68000 140.38 FERTILIZER(15-30-15) | | | 0150 27250 1.900 TON | 140.00000 266.00| 154.00000 292.60| 250.67000 476.27 LIME | | | 0160 27415 5.000 EA | 450.00000 2250.00| 275.00000 1375.00| 716.20000 3581.00 CHECK DAM(ROCK) TY. II | | | 0170 27422 2.000 EA | 1600.00000 3200.00| 850.00000 1700.00| 1289.16000 2578.32 DEWATERING BASIN | | | 0180 27430 130.000 CY | 1.00000 130.00| 1.00000 130.00| 5.73000 744.90 SILTATION CONTROL EXCAVATION | | | 0190 27505 750.000 LF | 3.61000 2707.50| 2.50000 1875.00| 3.22000 2415.00 TEMP. SILT FENCE | | | 0200 60404 52.000 CY | 1123.71000 58432.92| 870.00000 45240.00| 957.86000 49808.72 CONCRETE CLASS A4 | | | 0210 60490 196.000 SY | 13.90000 2724.40| 13.86000 2716.56| 5.01000 981.96 BRIDGE DECK GROOVING | | | 0220 61701 13330.000 LB | 1.80000 23994.00| 1.65000 21994.50| 2.65000 35324.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0230 61821 72500.000 LS | 145318.60000 145318.60| 155000.00000 155000.00| 180490.00000 180490.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0240 62031 170.000 LF | 130.42000 22171.40| 118.00000 20060.00| 136.08000 23133.60 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0250 64005 840.000 TON | 30.54000 25653.60| 24.00000 20160.00| 26.50000 22260.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0260 64011 465.000 CY | 42.00000 19530.00| 40.00000 18600.00| 28.65000 13322.25 STRUCTURE EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J73 -3 TABULATION OF BIDS CALL ORDER : J73 CONTRACT ID : C00086293B62 COUNTIES : WASHINGTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) I943 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 65013 230.000 CY | 474.40000 109112.00| 615.00000 141450.00| 787.82000 181198.60 CONCRETE CLASS A3 | | | 0280 65200 7830.000 LB | 1.05000 8221.50| 1.10000 8613.00| 2.15000 16834.50 REINF. STEEL | | | 0290 65201 8130.000 LB | 1.76000 14308.80| 1.50000 12195.00| 2.65000 21544.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0300 66120 2.000 EA | 2000.00000 4000.00| 12500.00000 25000.00| 11889.59000 23779.18 COFFERDAM | | | 0310 66127 125.000 TON | 45.16000 5645.00| 40.00000 5000.00| 42.97000 5371.25 DRY RIPRAP CL.I 26" | | | 0320 66239 50.000 TON | 65.32000 3266.00| 50.00000 2500.00| 50.13000 2506.50 DRY RIPRAP CL.II 38" | | | 0330 67904 LUMP| 3040.00000 3040.00| 35000.00000 35000.00| 12605.07000 12605.07 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0340 68476 LUMP| 2750.00000 2750.00| 1375.00000 1375.00| 1432.39000 1432.39 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6308 | | | 0350 68492 LUMP| 1700.00000 1700.00| 220.00000 220.00| 2579.18000 2579.18 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6308, TYPE B | | | 0360 68900 LUMP| 7300.00000 7300.00| 20000.00000 20000.00| 5158.35000 5158.35 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6308 | | | 0370 69500 2.000 SY | 1370.00000 2740.00| 1250.00000 2500.00| 931.06000 1862.12 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0380 69908 10.000 SY | 460.00000 4600.00| 250.00000 2500.00| 35.81000 358.10 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR RUBBLE MORTAR REPAIR | | | SECTION TOTALS | $ 650,360.40| $ 678,945.49| $ 763,264.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 650,360.40| $ 678,945.49| $ 763,264.28 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J79 -1 TABULATION OF BIDS CALL ORDER : J79 CONTRACT ID : C00003428M01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/17/13 COMPLETION DATE PROJECT(S) : (NFO)0633-003-155, B626 FED # BR-003-8(134) (NFO)0633-003-155, M501 FED # BR-003-8(134) CONTRACT DESCRIPTION: APPROACHES & BRIDGE REPLACEMENT @ COWPASTURE RIVER FR: 1.46 MILES SOUTH ROUTE 634 TO: 1.14 MILES SOUTH ROUTE 634 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,991,016.95 100.0000% 2 F440 FAIRFIELD-ECHOLS, LLC $ 2,151,601.99 108.0655% 3 C024 A. R. COFFEY AND SONS, INC. $ 2,224,391.20 111.7214% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 2,288,116.64 114.9220% 5 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 2,290,772.65 115.0554% 6 H006 HAMMOND-MITCHELL, INC. $ 2,297,101.95 115.3733% 7 D172 DLB, INC. $ 2,311,810.18 116.1120% 8 K108 KANAWHA STONE COMPANY, INC. $ 2,787,739.92 140.0159% 9 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 2,929,746.00 147.1482% ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) C024 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |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| 110000.00000 110000.00| 135000.00000 135000.00| 110.00000 110.00 MOBILIZATION | | | 0020 00102 LUMP| 14000.00000 14000.00| 23715.00000 23715.00| 20000.00000 20000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00110 1.000 LS | 15000.00000 15000.00| 4200.00000 4200.00| 42000.00000 42000.00 CLEARING AND GRUBBING | | | 0040 00120 2900.000 CY | 19.00000 55100.00| 4.20000 12180.00| 14.00000 40600.00 REGULAR EXCAVATION | | | 0050 00140 7000.000 CY | 11.00000 77000.00| 9.45000 66150.00| 13.00000 91000.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J79 -2 TABULATION OF BIDS CALL ORDER : J79 CONTRACT ID : C00003428M01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) C024 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00212 143.000 CY | 24.00000 3432.00| 8.40000 1201.20| 41.35000 5913.05 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0070 00306 899.000 TON | 27.00000 24273.00| 25.50000 22924.50| 30.25000 27194.75 NS SELECT MATERIAL SELECT MATERIAL .. | | | 0080 00505 30.000 TON | 34.00000 1020.00| 27.00000 810.00| 27.50000 825.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0090 00522 85.000 CY | 600.00000 51000.00| 765.10000 65033.50| 508.00000 43180.00 CONCRETE CLASS A4 BOX CULVERT | | | 0100 00525 3.000 CY | 1000.00000 3000.00| 930.00000 2790.00| 850.00000 2550.00 CONCRETE CLASS A3 MISC. | | | 0110 00540 13476.000 LB | 0.70000 9433.20| 0.01000 134.76| 1.10000 14823.60 REINF. STEEL | | | 0120 00591 48.000 LF | 15.00000 720.00| 15.75000 756.00| 10.50000 504.00 COMB. UNDERDRAIN CD-2 | | | 0130 00595 28.000 LF | 15.00000 420.00| 15.75000 441.00| 10.50000 294.00 OUTLET PIPE | | | 0140 00596 3.000 EA | 500.00000 1500.00| 560.00000 1680.00| 435.00000 1305.00 ENDWALL EW-12 | | | 0150 00700 314.000 LF | 8.00000 2512.00| 6.30000 1978.20| 6.00000 1884.00 POST INSTALLATION INSPECTION | | | 0160 01150 110.000 LF | 28.00000 3080.00| 32.85000 3613.50| 23.00000 2530.00 15" PIPE | | | 0170 01360 206.000 LF | 105.00000 21630.00| 81.90000 16871.40| 76.00000 15656.00 36" PIPE | | | 0180 01362 82.000 LF | 160.00000 13120.00| 120.75000 9901.50| 157.00000 12874.00 36" CONC. PIPE | | | 0190 07508 1.000 EA | 5000.00000 5000.00| 5367.60000 5367.60| 4500.00000 4500.00 DROP INLET DI-7 | | | 0200 07510 1.000 EA | 3800.00000 3800.00| 3557.40000 3557.40| 3050.00000 3050.00 DROP INLET DI-7A | | | 0210 09055 24.000 LF | 340.00000 8160.00| 279.60000 6710.40| 240.00000 5760.00 MANHOLE MH-2 | | | 0220 09057 1.000 EA | 400.00000 400.00| 590.00000 590.00| 410.00000 410.00 FRAME & COVER MH-1 | | | 0230 09148 38.000 TON | 38.00000 1444.00| 40.00000 1520.00| 34.00000 1292.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0240 09150 108.000 TON | 46.00000 4968.00| 42.85000 4627.80| 38.00000 4104.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0250 10103 187.000 TON | 19.50000 3646.50| 26.85000 5020.95| 24.00000 4488.00 AGGR. MATL. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J79 -3 TABULATION OF BIDS CALL ORDER : J79 CONTRACT ID : C00003428M01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) C024 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 10128 1527.000 TON | 20.00000 30540.00| 21.05000 32143.35| 27.00000 41229.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0270 10635 318.000 TON | 108.00000 34344.00| 111.00000 35298.00| 110.00000 34980.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0280 10642 400.000 TON | 88.00000 35200.00| 88.75000 35500.00| 89.00000 35600.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0290 11070 32.000 LF | 8.00000 256.00| 4.20000 134.40| 15.00000 480.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 7" | | | 0300 13320 463.000 LF | 19.00000 8797.00| 18.90000 8750.70| 19.00000 8797.00 GUARDRAIL GR-2 | | | 0310 13345 4.000 EA | 2500.00000 10000.00| 2625.00000 10500.00| 2500.00000 10000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0320 13349 4.000 EA | 325.00000 1300.00| 700.00000 2800.00| 400.00000 1600.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0330 13383 4.000 EA | 2200.00000 8800.00| 2205.00000 8820.00| 2200.00000 8800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0340 24100 100.000 HR | 45.00000 4500.00| 21.00000 2100.00| 0.00000 0.00 ALLAYING DUST | | | 0350 24152 2.000 EA | 350.00000 700.00| 540.75000 1081.50| 300.00000 600.00 TYPE III BARRICADE 8' | | | 0360 24160 320.000 SF | 16.00000 5120.00| 15.75000 5040.00| 18.00000 5760.00 CONSTRUCTION SIGNS | | | 0370 24278 5600.000 DAY | 0.50000 2800.00| 0.75000 4200.00| 1.00000 5600.00 GROUP 2 CHANNELIZING DEVICES | | | 0380 24282 640.000 HR | 13.50000 8640.00| 12.60000 8064.00| 15.00000 9600.00 FLAGGER SERVICE | | | 0390 24400 13.000 UNIT| 125.00000 1625.00| 157.50000 2047.50| 200.00000 2600.00 OBSCURING ROADWAY | | | 0400 24430 2471.000 SY | 3.00000 7413.00| 1.05000 2594.55| 4.00000 9884.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0410 24501 15.000 LF | 35.00000 525.00| 5.25000 78.75| 2.00000 30.00 NS REMOVE EXIST. REMOVE EXIST. PIPE | | | 0420 25506 16.000 MO | 1200.00000 19200.00| 1200.00000 19200.00| 1400.00000 22400.00 FIELD OFFICE TY.II | | | 0430 26127 728.000 TON | 42.00000 30576.00| 47.25000 34398.00| 38.00000 27664.00 DRY RIPRAP CL.I 26" | | | 0440 27012 1.000 ACRE| 2500.00000 2500.00| 2625.00000 2625.00| 4000.00000 4000.00 TOPSOIL CLASS A 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J79 -4 TABULATION OF BIDS CALL ORDER : J79 CONTRACT ID : C00003428M01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) C024 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 27022 1.000 ACRE| 7800.00000 7800.00| 3675.00000 3675.00| 6000.00000 6000.00 TOPSOIL CLASS B 2" | | | 0460 27102 720.000 LB | 16.00000 11520.00| 11.55000 8316.00| 11.00000 7920.00 REGULAR SEED | | | 0470 27103 450.000 LB | 3.05000 1372.50| 3.15000 1417.50| 1.00000 450.00 OVERSEEDING | | | 0480 27215 1.000 TON | 1600.00000 1600.00| 1470.00000 1470.00| 1000.00000 1000.00 FERTILIZER(15-30-15) | | | 0490 27250 14.000 TON | 180.00000 2520.00| 184.00000 2576.00| 300.00000 4200.00 LIME | | | 0500 27288 4.000 ACRE| 1300.00000 5200.00| 1420.00000 5680.00| 250.00000 1000.00 EROSION CONTROL MULCH | | | 0510 27321 721.000 SY | 3.00000 2163.00| 1.95000 1405.95| 4.00000 2884.00 PROTECTIVE COVERING EC-2 | | | 0520 27415 8.000 EA | 175.00000 1400.00| 265.00000 2120.00| 150.00000 1200.00 CHECK DAM(ROCK) TY. II | | | 0530 27422 3.000 EA | 3000.00000 9000.00| 800.00000 2400.00| 1800.00000 5400.00 DEWATERING BASIN | | | 0540 27430 298.000 CY | 4.00000 1192.00| 0.01000 2.98| 0.00000 0.00 SILTATION CONTROL EXCAVATION | | | 0550 27451 2.000 EA | 175.00000 350.00| 265.00000 530.00| 100.00000 200.00 INLET PROTECTION TYPE A | | | 0560 27505 587.000 LF | 2.75000 1614.25| 2.65000 1555.55| 2.50000 1467.50 TEMP. SILT FENCE | | | 0570 27506 1008.000 LF | 2.50000 2520.00| 2.10000 2116.80| 2.50000 2520.00 TEMP. FILTER BARRIER | | | 0580 27552 100.000 TON | 50.00000 5000.00| 24.15000 2415.00| 27.20000 2720.00 NS NO. 57 STONE NO. 57 STONE .. | | | 0590 27600 1.000 EA | 1500.00000 1500.00| 800.00000 800.00| 3500.00000 3500.00 CLOSING WELL | | | 0600 50108 5.000 SF | 30.00000 150.00| 25.00000 125.00| 30.00000 150.00 SIGN PANEL | | | 0610 50434 20.000 LF | 30.00000 600.00| 25.00000 500.00| 30.00000 600.00 SIGN POST STP-1 2 1/2" | | | 0620 50490 2.000 EA | 500.00000 1000.00| 425.00000 850.00| 300.00000 600.00 CONCRETE FOUNDATION STP-1 | | | 0630 60404 280.000 CY | 700.00000 196000.00| 950.00000 266000.00| 1100.00000 308000.00 CONCRETE CLASS A4 | | | 0640 60490 907.000 SY | 5.00000 4535.00| 5.25000 4761.75| 5.00000 4535.00 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J79 -5 TABULATION OF BIDS CALL ORDER : J79 CONTRACT ID : C00003428M01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) C024 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 61701 53180.000 LB | 1.50000 79770.00| 2.10000 111678.00| 2.16000 114868.80 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0660 61812 320000.000 LS | 525000.00000 525000.00| 504500.00000 504500.00| 540000.00000 540000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0670 62030 680.000 LF | 110.00000 74800.00| 170.00000 115600.00| 142.00000 96560.00 RAILING,KANSAS CORRAL 27" W/CURB | | | 0680 62534 13.000 SY | 235.00000 3055.00| 150.00000 1950.00| 300.00000 3900.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE 18" ELASTIC INCLUSION | | | 0690 64005 420.000 TON | 25.00000 10500.00| 28.00000 11760.00| 25.00000 10500.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0700 64011 395.000 CY | 30.00000 11850.00| 55.00000 21725.00| 64.00000 25280.00 STRUCTURE EXCAVATION | | | 0710 64030 12.000 CY | 100.00000 1200.00| 60.00000 720.00| 43.00000 516.00 POROUS BACKFILL | | | 0720 64110 1160.000 LF | 36.00000 41760.00| 42.00000 48720.00| 45.00000 52200.00 STEEL PILES 10" | | | 0730 64755 42.000 EA | 175.00000 7350.00| 75.00000 3150.00| 82.00000 3444.00 PILE POINT FOR 10" STEEL PILE | | | 0740 65013 359.000 CY | 475.00000 170525.00| 725.00000 260275.00| 653.00000 234427.00 CONCRETE CLASS A3 | | | 0750 65200 9200.000 LB | 0.75000 6900.00| 0.90000 8280.00| 0.98000 9016.00 REINF. STEEL | | | 0760 65201 9790.000 LB | 1.55000 15174.50| 1.90000 18601.00| 1.85000 18111.50 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0770 66115 LUMP| 35000.00000 35000.00| 52000.00000 52000.00| 60000.00000 60000.00 TEMP. CAUSEWAY | | | 0780 66120 2.000 EA | 16000.00000 32000.00| 7000.00000 14000.00| 21000.00000 42000.00 COFFERDAM | | | 0790 66239 1050.000 TON | 52.00000 54600.00| 45.00000 47250.00| 45.00000 47250.00 DRY RIPRAP CL.II 38" | | | 0800 67904 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| 35000.00000 35000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0810 70000 LUMP| 1.00000 1.00| 525.00000 525.00| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO.007 D02 | | | SECTION TOTALS | $ 1,991,016.95| $ 2,151,601.99| $ 2,224,391.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,991,016.95| $ 2,151,601.99| $ 2,224,391.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J80 -1 TABULATION OF BIDS CALL ORDER : J80 CONTRACT ID : C00018589C01 COUNTIES : NOTTOWAY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/16/12 COMPLETION DATE PROJECT(S) : (NFO) 0628-067-181, B617 FED # BR-067-4(020) (NFO)0628-067-181, C501 FED # BR-067-4(020) CONTRACT DESCRIPTION: REPLACEMENT OF BRIDGE STRUCTURE AND APPROACHES FROM : 0.42 MILES SOUTH OF ROUTE 307 TO : 0.249 MILES SOUTH OF ROUTE 307 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B303 BRYANT CONTRACTING, INC. $ 1,005,400.10 100.0000% 2 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,057,536.00 105.1856% 3 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 1,103,289.50 109.7364% 4 S837 J. SANDERS CONSTRUCTION CO. $ 1,130,063.31 112.3994% 5 C097 CORMAN CONSTRUCTION, INC. $ 1,148,366.30 114.2198% ==================================================================================================================================== |( 1 ) B303 |( 2 ) W210 |( 3 ) K006 |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,I |KEY CONSTRUCTION COMPANY, INCOR 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| 72000.00000 72000.00| 82000.00000 82000.00| 83500.00000 83500.00 MOBILIZATION | | | 0020 00101 LUMP| 8000.00000 8000.00| 12000.00000 12000.00| 40000.00000 40000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 5500.00000 5500.00| 11500.00000 11500.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0040 00120 1437.000 CY | 26.00000 37362.00| 5.00000 7185.00| 55.00000 79035.00 REGULAR EXCAVATION | | | 0050 00140 7884.000 CY | 22.00000 173448.00| 9.00000 70956.00| 10.00000 78840.00 BORROW EXCAVATION | | | 0060 00588 1400.000 LF | 7.50000 10500.00| 6.00000 8400.00| 12.00000 16800.00 UNDERDRAIN UD-4 | | | 0070 00591 60.000 LF | 25.00000 1500.00| 21.00000 1260.00| 20.00000 1200.00 COMB. UNDERDRAIN CD-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J80 -2 TABULATION OF BIDS CALL ORDER : J80 CONTRACT ID : C00018589C01 COUNTIES : NOTTOWAY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) W210 |( 3 ) K006 |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,I |KEY CONSTRUCTION COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00595 93.000 LF | 7.50000 697.50| 20.00000 1860.00| 18.00000 1674.00 OUTLET PIPE | | | 0090 00596 8.000 EA | 350.00000 2800.00| 400.00000 3200.00| 500.00000 4000.00 ENDWALL EW-12 | | | 0100 00700 84.000 LF | 10.00000 840.00| 15.00000 1260.00| 5.00000 420.00 POST INSTALLATION INSPECTION | | | 0110 01150 68.000 LF | 28.00000 1904.00| 28.00000 1904.00| 28.00000 1904.00 15" PIPE | | | 0120 01240 24.000 LF | 63.00000 1512.00| 64.00000 1536.00| 52.00000 1248.00 24" PIPE | | | 0130 01420 22.000 LF | 120.00000 2640.00| 90.00000 1980.00| 120.00000 2640.00 42" PIPE | | | 0140 09150 9.000 TON | 75.00000 675.00| 50.00000 450.00| 55.00000 495.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09250 4.000 EA | 500.00000 2000.00| 250.00000 1000.00| 500.00000 2000.00 SLOPE DRAIN | | | 0160 10128 1037.000 TON | 25.00000 25925.00| 23.00000 23851.00| 19.50000 20221.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10636 248.000 TON | 100.00000 24800.00| 180.00000 44640.00| 95.00000 23560.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0180 10643 496.000 TON | 90.00000 44640.00| 155.00000 76880.00| 90.00000 44640.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0190 13315 3.000 EA | 800.00000 2400.00| 400.00000 1200.00| 1000.00000 3000.00 GUARDRAIL TERMINAL GR-11 | | | 0200 13320 818.000 LF | 17.00000 13906.00| 22.00000 17996.00| 20.00000 16360.00 GUARDRAIL GR-2 | | | 0210 13345 3.000 EA | 2500.00000 7500.00| 2600.00000 7800.00| 2500.00000 7500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0220 13383 2.000 EA | 2200.00000 4400.00| 2300.00000 4600.00| 3000.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0230 13384 2.000 EA | 500.00000 1000.00| 550.00000 1100.00| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0240 24100 1400.000 HR | 1.00000 1400.00| 1.00000 1400.00| 5.00000 7000.00 ALLAYING DUST | | | 0250 24152 4.000 EA | 250.00000 1000.00| 350.00000 1400.00| 500.00000 2000.00 TYPE III BARRICADE 8' | | | 0260 24160 149.000 SF | 40.00000 5960.00| 20.00000 2980.00| 25.00000 3725.00 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J80 -3 TABULATION OF BIDS CALL ORDER : J80 CONTRACT ID : C00018589C01 COUNTIES : NOTTOWAY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) W210 |( 3 ) K006 |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,I |KEY CONSTRUCTION COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24260 310.000 TON | 25.00000 7750.00| 23.00000 7130.00| 19.50000 6045.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0280 24278 500.000 DAY | 0.60000 300.00| 1.00000 500.00| 1.00000 500.00 GROUP 2 CHANNELIZING DEVICES | | | 0290 25505 6.000 MO | 1800.00000 10800.00| 1400.00000 8400.00| 2000.00000 12000.00 FIELD OFFICE TY.I | | | 0300 27102 157.000 LB | 20.00000 3140.00| 24.00000 3768.00| 22.00000 3454.00 REGULAR SEED | | | 0310 27103 98.000 LB | 4.20000 411.60| 4.00000 392.00| 5.00000 490.00 OVERSEEDING | | | 0320 27215 1.000 TON | 1680.00000 1680.00| 2000.00000 2000.00| 1800.00000 1800.00 FERTILIZER(15-30-15) | | | 0330 27250 3.000 TON | 240.00000 720.00| 300.00000 900.00| 250.00000 750.00 LIME | | | 0340 27288 0.700 ACRE| 2100.00000 1470.00| 2300.00000 1610.00| 2250.00000 1575.00 EROSION CONTROL MULCH | | | 0350 27321 623.000 SY | 2.65000 1650.95| 3.00000 1869.00| 3.00000 1869.00 PROTECTIVE COVERING EC-2 | | | 0360 27415 17.000 EA | 200.00000 3400.00| 300.00000 5100.00| 120.00000 2040.00 CHECK DAM(ROCK) TY. II | | | 0370 27422 2.000 EA | 500.00000 1000.00| 1400.00000 2800.00| 750.00000 1500.00 DEWATERING BASIN | | | 0380 27430 462.000 CY | 1.00000 462.00| 1.00000 462.00| 2.50000 1155.00 SILTATION CONTROL EXCAVATION | | | 0390 27505 2671.000 LF | 2.20000 5876.20| 3.50000 9348.50| 2.50000 6677.50 TEMP. SILT FENCE | | | 0400 27506 271.000 LF | 2.75000 745.25| 3.50000 948.50| 2.50000 677.50 TEMP. FILTER BARRIER | | | 0410 50108 12.000 SF | 38.00000 456.00| 28.00000 336.00| 25.00000 300.00 SIGN PANEL | | | 0420 50430 32.000 LF | 11.00000 352.00| 20.00000 640.00| 15.00000 480.00 SIGN POST STP-1 2" | | | 0430 50490 4.000 EA | 470.00000 1880.00| 400.00000 1600.00| 250.00000 1000.00 CONCRETE FOUNDATION STP-1 | | | 0440 54032 2000.000 LF | 1.10000 2200.00| 1.75000 3500.00| 1.00000 2000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0450 54034 2000.000 LF | 1.35000 2700.00| 2.00000 4000.00| 1.25000 2500.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0460 60404 83.600 CY | 850.00000 71060.00| 950.00000 79420.00| 880.00000 73568.00 CONCRETE CLASS A4 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J80 -4 TABULATION OF BIDS CALL ORDER : J80 CONTRACT ID : C00018589C01 COUNTIES : NOTTOWAY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) W210 |( 3 ) K006 |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,I |KEY CONSTRUCTION COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 60490 237.000 SY | 15.00000 3555.00| 13.00000 3081.00| 10.00000 2370.00 BRIDGE DECK GROOVING | | | 0480 61223 4.000 EA | 26000.00000 104000.00| 32500.00000 130000.00| 31000.00000 124000.00 PREST.CONC.BEAM,BULB-T 45" DEPTH +70-80 | | | 0490 61701 13510.000 LB | 2.00000 27020.00| 2.50000 33775.00| 2.00000 27020.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0500 62046 142.000 LF | 295.00000 41890.00| 290.00000 41180.00| 270.00000 38340.00 RAILING, BR27D 3 RAILS | | | 0510 64005 1752.000 TON | 23.00000 40296.00| 30.00000 52560.00| 19.50000 34164.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0520 64011 120.800 CY | 32.00000 3865.60| 40.00000 4832.00| 20.00000 2416.00 STRUCTURE EXCAVATION | | | 0530 64102 2.000 EA | 2250.00000 4500.00| 6000.00000 12000.00| 3000.00000 6000.00 DYNAMIC PILE TEST (END BEARING PILES) | | | 0540 64112 488.000 LF | 25.00000 12200.00| 75.00000 36600.00| 50.00000 24400.00 STEEL PILES 12" | | | 0550 64765 32.000 EA | 100.00000 3200.00| 120.00000 3840.00| 125.00000 4000.00 PILE POINT FOR 12" STEEL PILE | | | 0560 64768 30.000 LF | 55.00000 1650.00| 150.00000 4500.00| 150.00000 4500.00 DRIVING TEST FOR 12" STEEL PILE | | | 0570 65013 101.000 CY | 625.00000 63125.00| 850.00000 85850.00| 650.00000 65650.00 CONCRETE CLASS A3 | | | 0580 65200 5680.000 LB | 1.00000 5680.00| 1.80000 10224.00| 1.00000 5680.00 REINF. STEEL | | | 0590 65201 2820.000 LB | 2.00000 5640.00| 2.40000 6768.00| 2.00000 5640.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0600 66120 2.000 EA | 10200.00000 20400.00| 4000.00000 8000.00| 7000.00000 14000.00 COFFERDAM | | | 0610 66239 472.000 TON | 60.00000 28320.00| 50.00000 23600.00| 61.00000 28792.00 DRY RIPRAP CL.II 38" | | | 0620 66354 751.000 TON | 70.00000 52570.00| 64.00000 48064.00| 74.00000 55574.00 DRY RIPRAP CL.III 53" | | | 0630 66926 13.000 SY | 175.00000 2275.00| 200.00000 2600.00| 200.00000 2600.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE 10" ESP MATERIAL | | | 0640 67900 LUMP| 12850.00000 12850.00| 25000.00000 25000.00| 36000.00000 36000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. 6041 | | | SECTION TOTALS | $ 1,005,400.10| $ 1,057,536.00| $ 1,103,289.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,005,400.10| $ 1,057,536.00| $ 1,103,289.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -1 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 07/16/13 COMPLETION DATE PROJECT(S) : (NFO) 0340-136-325, C501 FED # STP-5136(126) (NFO) 0340-136-325, C501 FED # STP-5136(126) (NFO) 0340-136-326, C501 FED # STP-5136(127) OTHERS CONTRACT DESCRIPTION: WIDEN TO 4 LANES WITH SIDEWALK, CURB & GUTTER FROM: 0.078 KM N. CSXT RAILROAD TO: "B" STREET SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 4,897,253.35 100.0000% 2 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 5,002,711.45 102.1534% 3 B319 BRANCH HIGHWAYS, INC. $ 5,452,512.13 111.3382% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 6,039,569.60 123.3257% 5 G181 GENERAL EXCAVATION, INC. $ 6,506,643.23 132.8631% 6 D172 DLB, INC. $ 6,731,622.15 137.4571% 7 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 7,285,694.00 148.7710% ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, 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| 265000.00000 265000.00| 123048.00000 123048.00| 300000.00000 300000.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 35095.00000 35095.00| 85000.00000 85000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 2.000 LS | 12500.00000 12500.00| 174458.00000 174458.00| 368600.00000 368600.00 CLEARING AND GRUBBING | | | 0040 00120 11091.000 CU M| 21.00000 232911.00| 17.00000 188547.00| 18.50000 205183.50 REGULAR EXCAVATION | | | 0050 00211 3829.000 CU M| 19.00000 72751.00| 15.60000 59732.40| 60.00000 229740.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -2 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00270 6168.200 MTON| 24.00000 148036.80| 21.00000 129532.20| 15.00000 92523.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00525 30.080 CU M| 850.00000 25568.00| 1318.20000 39651.46| 2500.00000 75200.00 CONCRETE CLASS 20 MISC. | | | 0080 00529 60.000 CU M| 185.00000 11100.00| 240.00000 14400.00| 200.00000 12000.00 FLOWABLE BACKFILL | | | 0090 00540 1926.000 KG | 1.25000 2407.50| 2.50000 4815.00| 1.00000 1926.00 REINF. STEEL | | | 0100 00560 69.000 KG | 1.25000 86.25| 5.00000 345.00| 1.00000 69.00 STRUCTURAL STEEL JB-1 | | | 0110 00588 1822.800 M | 36.00000 65620.80| 33.92000 61829.38| 18.00000 32810.40 UNDERDRAIN UD-4 | | | 0120 00591 99.700 M | 38.00000 3788.60| 30.28000 3018.92| 65.00000 6480.50 COMB. UNDERDRAIN CD-2 | | | 0130 00595 44.400 M | 33.00000 1465.20| 39.03000 1732.93| 11.00000 488.40 OUTLET PIPE | | | 0140 00598 4.900 M | 50.00000 245.00| 47.55000 233.00| 55.00000 269.50 NS UNDERDRAIN UNDERDRAIN OUTLET PIPE | | | 150 MM | | | 0150 00598 231.200 M | 44.00000 10172.80| 35.53000 8214.54| 22.00000 5086.40 NS UNDERDRAIN UNDERDRAIN UD-4 MOD. 150 | | | MM | | | 0160 00700 1407.000 M | 10.00000 14070.00| 6.19000 8709.33| 12.00000 16884.00 POST INSTALLATION INSPECTION | | | 0170 01122 2.500 M | 150.00000 375.00| 346.40000 866.00| 190.00000 475.00 300 MM CONC. PIPE | | | 0180 01152 10.000 M | 128.00000 1280.00| 317.30000 3173.00| 212.00000 2120.00 375 MM CONC. PIPE | | | 0190 01156 607.000 M | 109.00000 66163.00| 120.35000 73052.45| 115.00000 69805.00 STORM SEWER PIPE 375 MM | | | 0200 01182 2.500 M | 131.00000 327.50| 816.00000 2040.00| 225.00000 562.50 450 MM CONC. PIPE | | | 0210 01186 196.000 M | 113.00000 22148.00| 134.52000 26365.92| 145.00000 28420.00 STORM SEWER PIPE 450 MM | | | 0220 01242 2.500 M | 165.00000 412.50| 994.40000 2486.00| 252.00000 630.00 600 MM CONC. PIPE | | | 0230 01246 134.500 M | 185.00000 24882.50| 166.22000 22356.59| 250.00000 33625.00 STORM SEWER PIPE 600 MM | | | 0240 01306 66.000 M | 188.00000 12408.00| 210.92000 13920.72| 210.00000 13860.00 STORM SEWER PIPE 750 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -3 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 01362 7.500 M | 335.00000 2512.50| 818.67000 6140.03| 335.00000 2512.50 900 MM CONC. PIPE | | | 0260 01366 18.000 M | 262.00000 4716.00| 632.56000 11386.08| 458.00000 8244.00 STORM SEWER PIPE 900 MM | | | 0270 01426 11.000 M | 269.00000 2959.00| 371.64000 4088.04| 380.00000 4180.00 STORM SEWER PIPE 1050 MM | | | 0280 01486 69.000 M | 392.00000 27048.00| 504.20000 34789.80| 700.00000 48300.00 STORM SEWER PIPE 1200 MM | | | 0290 01606 199.000 M | 501.00000 99699.00| 789.42000 157094.58| 1650.00000 328350.00 STORM SEWER PIPE 1500 MM | | | 0300 01666 82.000 M | 1002.00000 82164.00| 1154.52000 94670.64| 1950.00000 159900.00 STORM SEWER PIPE 1650 MM | | | 0310 06151 1.000 EA | 450.00000 450.00| 398.00000 398.00| 421.00000 421.00 375 MM END SECTION ES-1 | | | 0320 06815 7.000 EA | 2650.00000 18550.00| 1450.00000 10150.00| 1926.00000 13482.00 DROP INLET DI-3A | | | 0330 06817 8.000 EA | 3100.00000 24800.00| 2047.00000 16376.00| 3160.00000 25280.00 DROP INLET DI-3B, L= 1.2 M | | | 0340 06818 7.000 EA | 3300.00000 23100.00| 1904.00000 13328.00| 2660.00000 18620.00 DROP INLET DI-3B, L= 1.8 M | | | 0350 06819 3.000 EA | 3500.00000 10500.00| 2105.00000 6315.00| 2593.00000 7779.00 DROP INLET DI-3B, L= 2.4 M | | | 0360 06820 3.000 EA | 3700.00000 11100.00| 2360.00000 7080.00| 2840.00000 8520.00 DROP INLET DI-3B, L= 3.0 M | | | 0370 06822 1.000 EA | 4750.00000 4750.00| 2896.00000 2896.00| 3445.00000 3445.00 DROP INLET DI-3B, L= 4.2 M | | | 0380 06835 5.000 EA | 3500.00000 17500.00| 1913.00000 9565.00| 2407.00000 12035.00 DROP INLET DI-3C, L= 1.8 M | | | 0390 06836 1.000 EA | 3650.00000 3650.00| 2242.00000 2242.00| 2581.00000 2581.00 DROP INLET DI-3C, L= 2.4 M | | | 0400 07106 3.000 EA | 4500.00000 13500.00| 2992.00000 8976.00| 3235.00000 9705.00 DROP INLET DI-4A | | | 0410 07508 2.000 EA | 3250.00000 6500.00| 2160.00000 4320.00| 2648.00000 5296.00 DROP INLET DI-7 | | | 0420 09055 20.750 M | 1850.00000 38387.50| 2455.70000 50955.78| 1843.00000 38242.25 MANHOLE MH-2 | | | 0430 09056 8.700 M | 1750.00000 15225.00| 1097.90000 9551.73| 1055.00000 9178.50 MANHOLE MH-1 OR 2 | | | 0440 09057 8.000 EA | 550.00000 4400.00| 371.00000 2968.00| 477.00000 3816.00 FRAME & COVER MH-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -4 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 10128 11966.000 MTON| 22.25000 266243.50| 22.90000 274021.40| 9.50000 113677.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0460 10608 2849.400 MTON| 108.50000 309159.90| 110.25000 314146.35| 67.00000 190909.80 ASPHALT CONCRETE TY. SM-12.5D | | | 0470 10610 2081.700 MTON| 98.00000 204006.60| 99.75000 207649.58| 63.00000 131147.10 ASPHALT CONCRETE TY. IM-19.0A | | | 0480 10628 3011.000 SQ M| 10.00000 30110.00| 6.00000 18066.00| 8.00000 24088.00 FLEXIBLE PAVEMENT PLANING 0 MM - 40 MM | | | 0490 10635 50.500 MTON| 101.00000 5100.50| 102.90000 5196.45| 105.00000 5302.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0500 10636 84.900 MTON| 110.50000 9381.45| 112.35000 9538.52| 107.00000 9084.30 ASPHALT CONCRETE TY. SM-9.5D | | | 0510 10642 7046.700 MTON| 90.00000 634203.00| 91.35000 643716.05| 63.00000 443942.10 ASPHALT CONCRETE TY. BM-25.0A | | | 0520 11040 40.700 SQ M| 70.00000 2849.00| 67.71000 2755.80| 75.00000 3052.50 CONCRETE ENTRANCE PAVE. 175 MM | | | 0530 11070 572.400 M | 3.50000 2003.40| 16.40000 9387.36| 10.00000 5724.00 NS SAW CUT SAW CUT ASPHALT PAVEMENT | | | (FULL DEPTH) | | | 0540 11070 490.800 M | 6.50000 3190.20| 17.20000 8441.76| 21.00000 10306.80 NS SAW CUT SAW CUT HYDR. CEM. CONC. | | | PAVE.(FULL DEPTH) | | | 0550 12020 225.000 M | 40.00000 9000.00| 43.77000 9848.25| 45.00000 10125.00 STD. CURB CG-2 | | | 0560 12022 50.000 M | 40.00000 2000.00| 43.76000 2188.00| 45.00000 2250.00 RADIAL CURB CG-2 | | | 0570 12600 1413.000 M | 42.50000 60052.50| 46.35000 65492.55| 50.00000 70650.00 STD. COMB. CURB & GUTTER CG-6 | | | 0580 12610 204.000 M | 42.50000 8670.00| 46.35000 9455.40| 50.00000 10200.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0590 13102 200.000 M | 47.50000 9500.00| 48.22000 9644.00| 55.00000 11000.00 RADIAL COMB. CURB & GUTTER CG-11 | | | 0600 13108 76.000 SQ M| 185.00000 14060.00| 188.58000 14332.08| 185.00000 14060.00 CG-12 DETECTABLE WARNING SURFACE | | | 0610 13114 52.000 SQ M| 67.00000 3484.00| 67.73000 3521.96| 64.00000 3328.00 ENTRANCE GUTTER CG-13 | | | 0620 13120 364.000 SQ M| 67.00000 24388.00| 76.62000 27889.68| 64.00000 23296.00 NS ENTRANCE GUTTER ENTRANCE GUTTER | | | CG-9D MOD. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -5 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 13212 38.000 EA | 115.00000 4370.00| 194.25000 7381.50| 124.00000 4712.00 R/W MONUMENT RM-2 | | | 0640 13214 9.000 EA | 115.00000 1035.00| 150.00000 1350.00| 109.00000 981.00 NS R/W MONUMENT R/W MONUMENT RESET | | | EXIST. SURVEY MONUMENTS | | | 0650 13220 2569.000 SQ M| 34.00000 87346.00| 36.94000 94898.86| 40.00000 102760.00 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0660 13222 13.000 SQ M| 67.00000 871.00| 70.15000 911.95| 75.00000 975.00 HYDRAULIC CEMENT CONC. SIDEWALK 175MM | | | 0670 13530 389.000 CU M| 600.00000 233400.00| 588.00000 228732.00| 650.00000 252850.00 RETAINING WALL RW-3 | | | 0680 13561 96.300 CU M| 80.00000 7704.00| 105.01000 10112.46| 75.00000 7222.50 POROUS BACKFILL | | | 0690 13565 573.500 CU M| 6.50000 3727.75| 21.65000 12416.28| 95.00000 54482.50 RETAINING WALL EXCAVATION | | | 0700 13611 2.000 EA | 13500.00000 27000.00| 5500.00000 11000.00| 17500.00000 35000.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0710 14506 10.000 EA | 1400.00000 14000.00| 1079.00000 10790.00| 1650.00000 16500.00 DI-PRECAST TOP (VARIOUS TYPES) | | | 0720 21110 152.000 SQ M| 100.00000 15200.00| 102.90000 15640.80| 95.00000 14440.00 MEDIAN STRIP MS-1A | | | 0730 24100 120.000 HR | 33.50000 4020.00| 35.00000 4200.00| 26.00000 3120.00 ALLAYING DUST | | | 0740 24150 10.000 EA | 300.00000 3000.00| 500.00000 5000.00| 450.00000 4500.00 TYPE III BARRICADE 1.2 M | | | 0750 24160 115.000 SQ M| 325.00000 37375.00| 331.80000 38157.00| 175.00000 20125.00 CONSTRUCTION SIGNS | | | 0760 24260 623.000 MTON| 28.00000 17444.00| 21.00000 13083.00| 19.00000 11837.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0770 24278 46000.000 DAY | 1.05000 48300.00| 0.50000 23000.00| 0.35000 16100.00 GROUP 2 CHANNELIZING DEVICES | | | 0780 24279 4800.000 HR | 5.50000 26400.00| 3.00000 14400.00| 6.00000 28800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0790 24281 17440.000 HR | 1.00000 17440.00| 1.00000 17440.00| 1.15000 20056.00 ELECTRONIC ARROW | | | 0800 24282 800.000 HR | 20.00000 16000.00| 26.00000 20800.00| 21.00000 16800.00 FLAGGER SERVICE | | | 0810 24290 150.000 M | 125.00000 18750.00| 75.00000 11250.00| 65.00000 9750.00 TRAFFIC BARRIER SERVICE CONCRETE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -6 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 24410 3883.000 SQ M| 9.00000 34947.00| 2.70000 10484.10| 8.00000 31064.00 DEMOLITION OF PAVEMENT | | | 0830 24430 8477.000 SQ M| 6.00000 50862.00| 2.40000 20344.80| 12.00000 101724.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0840 24704 LUMP| 2600.00000 2600.00| 4515.00000 4515.00| 2500.00000 2500.00 NS REMOVE EXIST REMOVE EXIST. & SALVAGE | | | SIGNAL EQUIPMENT | | | 0850 24825 6.000 EA | 2450.00000 14700.00| 1480.00000 8880.00| 3275.00000 19650.00 NS MODIFY EXIST. MODIFY EXIST. STRUCTUR | | | 0860 25000 301.100 M | 215.00000 64736.50| 217.10000 65368.81| 207.00000 62327.70 HANDRAIL HR-1 | | | 0870 25505 16.000 MO | 900.00000 14400.00| 1700.00000 27200.00| 1555.00000 24880.00 FIELD OFFICE TY.I | | | 0880 27024 0.600 HA | 26000.00000 15600.00| 15348.00000 9208.80| 14000.00000 8400.00 NS TOPSOIL TOPSOIL CL. B 75 MM | | | 0890 27102 236.200 KG | 28.00000 6613.60| 26.25000 6200.25| 27.00000 6377.40 REGULAR SEED | | | 0900 27103 147.600 KG | 7.00000 1033.20| 6.83000 1008.11| 7.00000 1033.20 OVERSEEDING | | | 0910 27215 0.350 MTON| 1700.00000 595.00| 1785.00000 624.75| 1650.00000 577.50 FERTILIZER(15-30-15) | | | 0920 27250 5.700 MTON| 225.00000 1282.50| 262.50000 1496.25| 198.00000 1128.60 LIME | | | 0930 27284 1882.000 SQ M| 0.50000 941.00| 1.60000 3011.20| 0.34000 639.88 EROSION CONTROL MULCH | | | 0940 27415 30.000 EA | 125.00000 3750.00| 160.00000 4800.00| 118.00000 3540.00 CHECK DAM(ROCK) TY. II | | | 0950 27422 4.000 EA | 800.00000 3200.00| 900.00000 3600.00| 500.00000 2000.00 DEWATERING BASIN | | | 0960 27430 426.000 CU M| 14.00000 5964.00| 15.70000 6688.20| 31.00000 13206.00 SILTATION CONTROL EXCAVATION | | | 0970 27440 100.000 HR | 47.00000 4700.00| 68.25000 6825.00| 35.00000 3500.00 MOWING | | | 0980 27451 7.000 EA | 83.00000 581.00| 200.00000 1400.00| 150.00000 1050.00 INLET PROTECTION TYPE A | | | 0990 27461 68.000 EA | 120.00000 8160.00| 225.00000 15300.00| 245.00000 16660.00 INLET PROTECTION TYPE B | | | 1000 27505 178.000 M | 5.50000 979.00| 7.10000 1263.80| 8.00000 1424.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -7 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 27506 296.000 M | 7.00000 2072.00| 7.10000 2101.60| 5.75000 1702.00 TEMP. FILTER BARRIER | | | 1020 40002 360.000 M | 115.00000 41400.00| 237.28000 85420.80| 175.00000 63000.00 20 MM WATER SERVICE LINE | | | 1030 40003 77.000 M | 115.00000 8855.00| 204.90000 15777.30| 171.00000 13167.00 25 MM WATER SERVICE LINE | | | 1040 40041 17.000 M | 180.00000 3060.00| 309.94000 5268.98| 375.00000 6375.00 100 MM DI WATER MAIN | | | 1050 40061 283.000 M | 250.00000 70750.00| 319.67000 90466.61| 259.00000 73297.00 150 MM DI WATER MAIN | | | 1060 40081 687.000 M | 250.00000 171750.00| 286.21000 196626.27| 228.00000 156636.00 200 MM DI WATER MAIN | | | 1070 41004 1.000 EA | 900.00000 900.00| 793.00000 793.00| 1200.00000 1200.00 100 MM GATE VALVE & BOX | | | 1080 41006 8.000 EA | 1010.00000 8080.00| 893.00000 7144.00| 1200.00000 9600.00 150 MM GATE VALVE & BOX | | | 1090 41008 4.000 EA | 1550.00000 6200.00| 1177.00000 4708.00| 1750.00000 7000.00 200 MM GATE VALVE & BOX | | | 1100 41104 3.000 EA | 350.00000 1050.00| 149.00000 447.00| 115.00000 345.00 ADJUST EXIST. VALVE BOX | | | 1110 41395 1.000 EA | 3200.00000 3200.00| 2570.00000 2570.00| 3600.00000 3600.00 150 MM X 150 MM TAP. SLEEVE VALVE & BOX | | | 1120 41820 3.000 EA | 2710.00000 8130.00| 1950.00000 5850.00| 3000.00000 9000.00 FIRE HYDRANT | | | 1130 41835 1.000 EA | 2580.00000 2580.00| 1919.00000 1919.00| 1350.00000 1350.00 25 MM AIR RELEASE VALVE & MANHOLE | | | 1140 41967 53.000 EA | 325.00000 17225.00| 432.00000 22896.00| 675.00000 35775.00 18 MM WATER METER BOX & YOKE | | | 1150 41977 6.000 EA | 330.00000 1980.00| 171.00000 1026.00| 152.00000 912.00 ADJUST EXIST. WATER METER BOX | | | 1160 42044 135.000 M | 275.00000 37125.00| 598.60000 80811.00| 194.00000 26190.00 100 MM SAN. SERVICE LATERAL CONNECTION | | | 1170 42082 834.000 M | 305.00000 254370.00| 398.23000 332123.82| 433.00000 361122.00 200 MM DI SAN. SEWER PIPE | | | 1180 42102 70.000 M | 350.00000 24500.00| 702.40000 49168.00| 175.00000 12250.00 250 MM DI SAN. SEWER PIPE | | | 1190 42708 7.000 M | 415.00000 2905.00| 590.00000 4130.00| 400.00000 2800.00 200 MM SAN. DROP CONNECTION | | | 1200 42755 80.000 M | 1750.00000 140000.00| 523.00000 41840.00| 1500.00000 120000.00 SANITARY SEWER MANHOLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -8 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 42764 26.000 EA | 620.00000 16120.00| 377.00000 9802.00| 500.00000 13000.00 MANHOLE FRAME & COVER F&C-1 | | | 1220 42765 3.000 EA | 550.00000 1650.00| 206.00000 618.00| 300.00000 900.00 ADJUST EXIST FRAME & COVER | | | 1230 42845 40.000 EA | 315.00000 12600.00| 86.90000 3476.00| 600.00000 24000.00 100 MM SEWER CLEANOUT | | | 1240 50108 21.800 SQ M| 350.00000 7630.00| 226.80000 4944.24| 100.00000 2180.00 SIGN PANEL | | | 1250 50900 41.400 M | 57.00000 2359.80| 75.60000 3129.84| 292.00000 12088.80 NS TRAFFIC SIGN TRAFFIC SIGN POST STP-1 | | | 50 MM | | | 1260 51160 7.000 EA | 110.00000 770.00| 68.30000 478.10| 105.00000 735.00 ELEC.SERV.GROUNDING ELECTRODE (3 M) | | | 1270 51184 28.000 EA | 237.00000 6636.00| 246.80000 6910.40| 230.00000 6440.00 TRAFFIC SIGNAL HEAD SECTION 305 MM LED | | | 1280 51234 13.000 CU M| 900.00000 11700.00| 1102.50000 14332.50| 865.00000 11245.00 CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 1290 51245 1.000 EA | 1300.00000 1300.00| 1208.00000 1208.00| 1219.00000 1219.00 CONCRETE FOUND. CF-1 | | | 1300 51327 1.000 EA | 6500.00000 6500.00| 7397.00000 7397.00| 6179.00000 6179.00 SIGNAL POLE MP-1 6 M ONE ARM 12 M | | | 1310 51398 1.000 EA | 7400.00000 7400.00| 7652.00000 7652.00| 7172.00000 7172.00 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 11 M | | | 1320 51402 1.000 EA | 7400.00000 7400.00| 9572.00000 9572.00| 7179.00000 7179.00 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 12 M | | | 1330 51404 1.000 EA | 10000.00000 10000.00| 7660.00000 7660.00| 9183.00000 9183.00 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 13 M | | | 1340 51541 1.000 EA | 11200.00000 11200.00| 13125.00000 13125.00| 10855.00000 10855.00 NS DETECTOR DETECTOR VIDEO DETECTION | | | (4 VIDEO INPUTS) | | | 1350 51541 4.000 EA | 2870.00000 11480.00| 2888.00000 11552.00| 2775.00000 11100.00 NS DETECTOR DETECTOR VIDEO DETECTION | | | CAMERA | | | 1360 51607 295.000 M | 7.00000 2065.00| 4.38000 1292.10| 7.00000 2065.00 14/7 CONDUCTOR CABLE | | | 1370 51614 145.000 M | 6.00000 870.00| 3.28000 475.60| 6.00000 870.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 12/2 | | | FOR LUMINAIRE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -9 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 51614 195.000 M | 5.00000 975.00| 3.03000 590.85| 5.00000 975.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | FOR VIDEO DETECTION | | | 1390 51614 195.000 M | 8.00000 1560.00| 3.20000 624.00| 8.00000 1560.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL CABLE FOR VIDEO DETECTION | | | 1400 51614 180.000 M | 6.00000 1080.00| 3.37000 606.60| 5.30000 954.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION DETECTOR CABLE | | | 1410 51830 8.000 EA | 210.00000 1680.00| 215.35000 1722.80| 200.00000 1600.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1420 51840 12.000 EA | 175.00000 2100.00| 225.75000 2709.00| 160.00000 1920.00 NS HANGER ASSEMBLY HANGER ASSEMBLY | | | SMD-2, ONE WAY | | | 1430 51955 LUMP| 5150.00000 5150.00| 8925.00000 8925.00| 5000.00000 5000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 1440 52002 1.000 EA | 15000.00000 15000.00| 17325.00000 17325.00| 14550.00000 14550.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER (TYPE I) | | | 1450 52002 4.000 EA | 2400.00000 9600.00| 2021.25000 8085.00| 2300.00000 9200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | ONE-WAY | | | 1460 52002 3.000 EA | 250.00000 750.00| 892.50000 2677.50| 230.00000 690.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM, 4.5M | | | 1470 52424 1.000 EA | 2400.00000 2400.00| 2993.00000 2993.00| 2247.00000 2247.00 ELECTRICAL SERVICE SE-3 TYPE A | | | 1480 54032 2367.000 M | 2.50000 5917.50| 2.25000 5325.75| 2.00000 4734.00 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1490 54034 133.000 M | 3.25000 432.25| 3.10000 412.30| 4.00000 532.00 TYPE B CLASS I PAVE. LINE MARKING 150 M | | | 1500 54042 116.000 M | 23.00000 2668.00| 23.21000 2692.36| 20.00000 2320.00 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 1510 54105 3100.000 M | 2.50000 7750.00| 2.52000 7812.00| 2.40000 7440.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1520 54217 311.000 EA | 24.00000 7464.00| 24.05000 7479.55| 23.00000 7153.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1530 54240 425.000 EA | 7.15000 3038.75| 7.19000 3055.75| 7.00000 2975.00 TEMP. PAVE. MARKER 1 WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -10 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1540 54242 170.000 EA | 7.25000 1232.50| 7.30000 1241.00| 7.00000 1190.00 TEMP. PAVE. MARKER 2 WAY | | | 1550 54300 11.000 EA | 95.00000 1045.00| 96.60000 1062.60| 92.00000 1012.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1560 54310 2.000 EA | 170.00000 340.00| 173.30000 346.60| 165.00000 330.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1570 54424 10.000 EA | 143.00000 1430.00| 144.90000 1449.00| 138.00000 1380.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 1580 54510 5000.000 M | 3.75000 18750.00| 3.65000 18250.00| 3.48000 17400.00 CONSTR.PAVE.MARK. (TY.D,CL.I)100 MM | | | 1590 54514 950.000 M | 6.50000 6175.00| 6.41000 6089.50| 6.10000 5795.00 CONSTR.PAVE.MARK. (TY.D,CL.I)200 MM | | | 1600 54522 30.000 M | 18.50000 555.00| 18.48000 554.40| 17.60000 528.00 CONSTR.PAVE.MARK. (TY.D,CL.I)600 MM | | | 1610 55060 15.000 M | 6.50000 97.50| 3.41000 51.15| 6.10000 91.50 6 CONDUCTOR CABLE | | | 1620 55502 3.000 EA | 340.00000 1020.00| 509.00000 1527.00| 328.00000 984.00 LUMINAIRE 250 WATT H.P.S. | | | 1630 55587 3.000 EA | 850.00000 2550.00| 1208.00000 3624.00| 800.00000 2400.00 JUNCTION BOX JB-S2 | | | 1640 55588 1.000 EA | 1050.00000 1050.00| 683.00000 683.00| 1018.00000 1018.00 JUNCTION BOX JB-S3 | | | 1650 56026 5.000 M | 30.00000 150.00| 33.60000 168.00| 29.00000 145.00 32 MM METAL CONDUIT | | | 1660 56034 10.000 M | 14.00000 140.00| 52.50000 525.00| 13.00000 130.00 80 MM CONDUIT | | | 1670 56038 80.000 M | 15.00000 1200.00| 29.40000 2352.00| 14.50000 1160.00 100 MM CONDUIT | | | 1680 56200 95.000 M | 24.00000 2280.00| 13.81000 1311.95| 23.00000 2185.00 TRENCH EXCAVATION ECI-1 | | | 1690 56205 4.000 EA | 1050.00000 4200.00| 2310.00000 9240.00| 1000.00000 4000.00 TEST BORE | | | 1700 70000 LUMP| 1500.00000 1500.00| 50.00000 50.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 005, D-700 | | | 1710 70000 LUMP| 1500.00000 1500.00| 200.00000 200.00| 200.00000 200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 013, D-701 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J83 -11 TABULATION OF BIDS CALL ORDER : J83 CONTRACT ID : C00087505C01 COUNTIES : WAYNESBORO LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) P013 |( 3 ) B319 |FIELDER'S CHOICE ENTERPRISE |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1720 70000 LUMP| 1500.00000 1500.00| 50.00000 50.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 040, D-703 | | | 1730 70000 LUMP| 1500.00000 1500.00| 50.00000 50.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 050, D-704 | | | 1740 70000 LUMP| 4000.00000 4000.00| 500.00000 500.00| 10000.00000 10000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 052, D-5 | | | 1750 70000 LUMP| 4000.00000 4000.00| 500.00000 500.00| 10000.00000 10000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 054, D-6 | | | 1760 70000 LUMP| 1500.00000 1500.00| 50.00000 50.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 057, D-706 | | | 1770 70000 LUMP| 1500.00000 1500.00| 100.00000 100.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 059, D-705 | | | SECTION TOTALS | $ 4,897,253.35| $ 5,002,711.45| $ 5,452,512.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,897,253.35| $ 5,002,711.45| $ 5,452,512.13 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J92 -1 TABULATION OF BIDS CALL ORDER : J92 CONTRACT ID : C00071723M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/20/12 COMPLETION DATE PROJECT(S) : (NFO)0641-076-S57, M501 FED # CM-5A01(171) CONTRACT DESCRIPTION: OLD BRIDGE ROAD TRAILS AND SIGNALS FR: EAST OF TITANIA WAY TO: CRICKET LANE (RTE. 2217) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F373 FINLEY ASPHALT & SEALING, INC. $ 723,318.64 100.0000% 2 A477 ARTHUR CONSTRUCTION CO., INC. $ 774,938.75 107.1366% 3 A648 A & M CONCRETE CORP. $ 831,555.70 114.9640% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 951,833.56 131.5926% 5 G181 GENERAL EXCAVATION, INC. $ 956,019.10 132.1712% ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A648 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS - SEGMENT 1 | | | 0010 00100 LUMP| 23761.00000 23761.00| 13000.00000 13000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 00102 LUMP| 9765.00000 9765.00| 11000.00000 11000.00| 15000.00000 15000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 80615.00000 80615.00| 42500.00000 42500.00| 49000.00000 49000.00 GRADING | | | 0040 00140 921.000 CY | 12.00000 11052.00| 23.00000 21183.00| 20.00000 18420.00 BORROW EXCAVATION | | | 0050 00588 1848.000 LF | 12.00000 22176.00| 11.00000 20328.00| 9.00000 16632.00 UNDERDRAIN UD-4 | | | 0060 00700 2007.000 LF | 1.43000 2870.01| 1.25000 2508.75| 2.75000 5519.25 POST INSTALLATION INSPECTION | | | 0070 01120 131.000 LF | 35.65000 4670.15| 72.50000 9497.50| 70.00000 9170.00 12" PIPE | | | 0080 01150 1766.000 LF | 38.92000 68732.72| 72.50000 128035.00| 58.00000 102428.00 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J92 -2 TABULATION OF BIDS CALL ORDER : J92 CONTRACT ID : C00071723M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A648 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01180 134.000 LF | 41.75000 5594.50| 85.00000 11390.00| 189.00000 25326.00 18" PIPE | | | 0100 06150 3.000 EA | 730.00000 2190.00| 1100.00000 3300.00| 855.00000 2565.00 15" END SECTION ES-1 OR 2 | | | 0110 06749 1.000 EA | 4739.00000 4739.00| 4500.00000 4500.00| 5100.00000 5100.00 DROP INLET DI-2B,L=8' | | | 0120 06765 1.000 EA | 4634.00000 4634.00| 4000.00000 4000.00| 5100.00000 5100.00 DROP INLET DI-2C,L=6' | | | 0125 06766 1.000 EA | 4567.00000 4567.00| 4000.00000 4000.00| 5100.00000 5100.00 DROP INLET DI-2C,L=8' | | | 0126 06835 1.000 EA | 3610.00000 3610.00| 4000.00000 4000.00| 5100.00000 5100.00 DROP INLET DI-3C,L=6' | | | 0130 06854 3.000 EA | 3817.00000 11451.00| 4500.00000 13500.00| 3900.00000 11700.00 DROP INLET DI-3E,L=6' | | | 0140 06855 5.000 EA | 3975.00000 19875.00| 4500.00000 22500.00| 4400.00000 22000.00 DROP INLET DI-3E,L=8' | | | 0150 06856 3.000 EA | 4125.00000 12375.00| 4500.00000 13500.00| 4400.00000 13200.00 DROP INLET DI-3E,L=10' | | | 0160 07004 1.000 EA | 4508.00000 4508.00| 4500.00000 4500.00| 6200.00000 6200.00 DROP INLET DI-3F,L=6' | | | 0170 08912 1.000 EA | 2924.00000 2924.00| 3500.00000 3500.00| 3800.00000 3800.00 DROP INLET DI-12A,L=4' | | | 0175 08990 1.000 EA | 3629.00000 3629.00| 4000.00000 4000.00| 3200.00000 3200.00 NS DROP INLET DROP INLET DI-3E PRECAST | | | TOP , L=6' | | | 0180 09056 14.000 LF | 415.00000 5810.00| 620.00000 8680.00| 470.00000 6580.00 MANHOLE MH-1 OR 2 | | | 0190 09057 2.000 EA | 350.00000 700.00| 500.00000 1000.00| 450.00000 900.00 FRAME & COVER MH-1 | | | 0200 09185 23.000 SY | 45.00000 1035.00| 90.00000 2070.00| 98.00000 2254.00 PAVED DITCH PG-2A | | | 0210 10099 996.000 TON | 26.78000 26672.88| 25.00000 24900.00| 38.00000 37848.00 AGGR. MATL. NO. 21A OR 21B | | | 0220 10630 5335.000 SY | 3.00000 16005.00| 2.00000 10670.00| 3.00000 16005.00 FLEXIBLE PAVEMENT PLANING | | | 0230 10636 535.000 TON | 95.00000 50825.00| 90.00000 48150.00| 95.00000 50825.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0240 10642 289.000 TON | 127.00000 36703.00| 87.50000 25287.50| 120.00000 34680.00 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J92 -3 TABULATION OF BIDS CALL ORDER : J92 CONTRACT ID : C00071723M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A648 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 11070 3136.000 LF | 2.00000 6272.00| 0.50000 1568.00| 1.95000 6115.20 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | . | | | 0260 12020 195.000 LF | 18.50000 3607.50| 20.00000 3900.00| 20.00000 3900.00 STD. CURB CG-2 | | | 0270 12022 42.000 LF | 18.50000 777.00| 20.00000 840.00| 30.00000 1260.00 RADIAL CURB CG-2 | | | 0280 12700 3106.000 LF | 18.50000 57461.00| 20.00000 62120.00| 15.00000 46590.00 STD. COMB. CURB & GUTTER CG-7 | | | 0290 12710 248.000 LF | 18.50000 4588.00| 20.00000 4960.00| 18.00000 4464.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0300 12940 201.000 SY | 60.06000 12072.06| 58.50000 11758.50| 74.00000 14874.00 ENTRANCE GUTTER CG-9D | | | 0310 13108 47.000 SY | 56.38000 2649.86| 225.00000 10575.00| 180.00000 8460.00 CG-12 DETECTABLE WARNING SURFACE | | | 0320 13220 1959.000 SY | 33.75000 66116.25| 40.50000 79339.50| 29.00000 56811.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0330 14440 14.000 LF | 2.00000 28.00| 5.00000 70.00| 4.00000 56.00 SAW CUT SIDEWALK | | | 0340 14450 13.000 LF | 2.00000 26.00| 5.00000 65.00| 4.00000 52.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0350 14506 1.000 EA | 2078.00000 2078.00| 6000.00000 6000.00| 4200.00000 4200.00 DI-PRECAST TOP (VARIOUS TYPES) | | | 0360 24265 LUMP| 13350.00000 13350.00| 6500.00000 6500.00| 25000.00000 25000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC LOCATION 1 | | | 0370 24265 LUMP| 13350.00000 13350.00| 6500.00000 6500.00| 9400.00000 9400.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC LOCATION 2 | | | 0380 24265 LUMP| 13350.00000 13350.00| 6500.00000 6500.00| 14500.00000 14500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC LOCATION 3 | | | 0390 24825 3.000 EA | 2530.00000 7590.00| 3500.00000 10500.00| 3200.00000 9600.00 NS MODIFY EXIST. MODIFY EXIST. STRUCTUR | | | 0400 27012 1.000 ACRE| 2500.00000 2500.00| 12500.00000 12500.00| 4800.00000 4800.00 TOPSOIL CLASS A 2" | | | 0410 27102 150.000 LB | 8.24000 1236.00| 25.00000 3750.00| 16.00000 2400.00 REGULAR SEED | | | 0420 27103 94.000 LB | 7.27000 683.38| 25.00000 2350.00| 10.00000 940.00 OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J92 -4 TABULATION OF BIDS CALL ORDER : J92 CONTRACT ID : C00071723M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A648 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 27215 1.000 TON | 1050.00000 1050.00| 500.00000 500.00| 890.00000 890.00 FERTILIZER(15-30-15) | | | 0440 27250 3.000 TON | 110.25000 330.75| 500.00000 1500.00| 250.00000 750.00 LIME | | | 0450 27325 280.000 SY | 1.25000 350.00| 4.50000 1260.00| 6.00000 1680.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0460 27415 2.000 EA | 350.00000 700.00| 350.00000 700.00| 350.00000 700.00 CHECK DAM(ROCK) TY. II | | | 0470 27430 250.000 CY | 20.00000 5000.00| 10.00000 2500.00| 28.00000 7000.00 SILTATION CONTROL EXCAVATION | | | 0480 27451 3.000 EA | 250.00000 750.00| 150.00000 450.00| 210.00000 630.00 INLET PROTECTION TYPE A | | | 0490 27461 17.000 EA | 250.00000 4250.00| 150.00000 2550.00| 150.00000 2550.00 INLET PROTECTION TYPE B | | | 0500 27506 1845.000 LF | 1.50000 2767.50| 2.00000 3690.00| 4.00000 7380.00 TEMP. FILTER BARRIER | | | 0510 50108 6.000 SF | 26.25000 157.50| 35.00000 210.00| 38.00000 228.00 SIGN PANEL | | | 0520 50430 10.000 LF | 23.10000 231.00| 30.00000 300.00| 26.00000 260.00 SIGN POST STP-1 2" | | | 0530 50490 1.000 EA | 110.25000 110.25| 150.00000 150.00| 130.00000 130.00 CONCRETE FOUNDATION STP-1 | | | 0540 51160 6.000 EA | 47.25000 283.50| 57.00000 342.00| 55.00000 330.00 ELEC.SERV.GROUNDING ELECTRODE (10') | | | 0550 51184 9.000 EA | 110.25000 992.25| 135.00000 1215.00| 125.00000 1125.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0560 51198 8.000 EA | 99.75000 798.00| 125.00000 1000.00| 115.00000 920.00 PEDESTRIAN ACTUATION PA-2 | | | 0570 51210 6.000 EA | 393.75000 2362.50| 470.00000 2820.00| 450.00000 2700.00 PEDESTAL POLE PF-2 10' | | | 0580 51240 6.000 EA | 367.50000 2205.00| 450.00000 2700.00| 430.00000 2580.00 CONCRETE FOUNDATION PF-2 | | | 0590 51600 870.000 LF | 0.74000 643.80| 1.25000 1087.50| 1.00000 870.00 14/2 CONDUCTOR CABLE | | | 0600 51607 1120.000 LF | 1.87000 2094.40| 2.25000 2520.00| 2.50000 2800.00 14/7 CONDUCTOR CABLE | | | 0610 51614 30.000 LF | 1.33000 39.90| 3.00000 90.00| 3.00000 90.00 NS CONDUCTOR CABLE CONDUCTOR CABLE # 6 | | | BARE CONDUCTOR CABBLE (STRANDED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J92 -5 TABULATION OF BIDS CALL ORDER : J92 CONTRACT ID : C00071723M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A648 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 51615 1140.000 LF | 0.51000 581.40| 0.95000 1083.00| 1.00000 1140.00 14/1 ENCLOSED COND. CABLE | | | 0630 51700 570.000 LF | 6.25000 3562.50| 7.50000 4275.00| 7.00000 3990.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0640 51824 3.000 EA | 299.25000 897.75| 375.00000 1125.00| 350.00000 1050.00 HANGER ASSEMBLY SW-1, ONE WAY | | | 0650 51838 8.000 EA | 162.75000 1302.00| 200.00000 1600.00| 190.00000 1520.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 0660 51913 340.000 LF | 8.93000 3036.20| 11.00000 3740.00| 12.00000 4080.00 SAWCUT 5/8" | | | 0670 51962 8.000 EA | 120.75000 966.00| 145.00000 1160.00| 140.00000 1120.00 NS RELOCATE RELOCATE EXIST. GROUND | | | MOUNTED SIGN | | | 0680 51962 5.000 EA | 150.00000 750.00| 100.00000 500.00| 150.00000 750.00 NS RELOCATE RELOCATE MAILBOX | | | 0690 52404 8.000 EA | 472.50000 3780.00| 575.00000 4600.00| 550.00000 4400.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 0700 54032 1312.000 LF | 0.79000 1036.48| 1.50000 1968.00| 1.00000 1312.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0710 54034 825.000 LF | 1.05000 866.25| 1.50000 1237.50| 2.75000 2268.75 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0720 54042 665.000 LF | 5.78000 3843.70| 7.00000 4655.00| 9.50000 6317.50 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0730 54101 6.000 EA | 105.00000 630.00| 110.00000 660.00| 150.00000 900.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | ARROW | | | 0740 54105 400.000 LF | 1.58000 632.00| 2.00000 800.00| 3.00000 1200.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0750 55587 6.000 EA | 1554.00000 9324.00| 1700.00000 10200.00| 1750.00000 10500.00 JUNCTION BOX JB-S2 | | | 0760 56022 40.000 LF | 25.20000 1008.00| 30.00000 1200.00| 30.00000 1200.00 1" METAL CONDUIT | | | 0770 56052 590.000 LF | 19.43000 11463.70| 22.00000 12980.00| 22.00000 12980.00 BORED CONDUIT 4" | | | 0780 56054 540.000 LF | 5.30000 2862.00| 6.25000 3375.00| 6.00000 3240.00 3" PVC CONDUIT | | | 0790 56200 580.000 LF | 4.20000 2436.00| 5.00000 2900.00| 5.00000 2900.00 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 723,318.64| $ 774,938.75| $ 831,555.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 723,318.64| $ 774,938.75| $ 831,555.70 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J94 -1 TABULATION OF BIDS CALL ORDER : J94 CONTRACT ID : C00082760MO1 COUNTIES : PAGE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 04/18/13 COMPLETION DATE PROJECT(S) : 0603-069-224, B631 FED # BROS-069-8(038) 0603-069-224, M501 FED # BROS-869-8(038) CONTRACT DESCRIPTION: 0.042 MI. GRADE, DRAIN, ASP. PAVE. TEMP. & PERM. BRIDGE OVER NAKED CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,495,782.50 100.0000% 2 F440 FAIRFIELD-ECHOLS, LLC $ 1,785,137.15 119.3447% 3 D172 DLB, INC. $ 1,831,374.30 122.4359% ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |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| 110000.00000 110000.00| 119050.00000 119050.00| 117500.00000 117500.00 MOBILIZATION | | | 0030 00102 LUMP| 12000.00000 12000.00| 17455.00000 17455.00| 25000.00000 25000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0040 00125 LUMP| 30000.00000 30000.00| 47100.00000 47100.00| 95000.00000 95000.00 GRADING | | | 0050 00140 925.000 CY | 20.00000 18500.00| 21.00000 19425.00| 32.00000 29600.00 BORROW EXCAVATION | | | 0060 00591 56.000 LF | 20.00000 1120.00| 12.60000 705.60| 23.00000 1288.00 COMB. UNDERDRAIN CD-2 | | | 0070 00595 15.000 LF | 15.00000 225.00| 12.60000 189.00| 32.00000 480.00 OUTLET PIPE | | | 0080 00596 2.000 EA | 775.00000 1550.00| 840.00000 1680.00| 410.00000 820.00 ENDWALL EW-12 | | | 0090 00700 196.000 LF | 14.00000 2744.00| 21.00000 4116.00| 12.00000 2352.00 POST INSTALLATION INSPECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J94 -2 TABULATION OF BIDS CALL ORDER : J94 CONTRACT ID : C00082760MO1 COUNTIES : PAGE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 01150 67.000 LF | 44.00000 2948.00| 26.25000 1758.75| 65.00000 4355.00 15" PIPE | | | 0110 01180 67.000 LF | 48.00000 3216.00| 31.50000 2110.50| 70.00000 4690.00 18" PIPE | | | 0120 01242 62.000 LF | 60.00000 3720.00| 52.50000 3255.00| 96.00000 5952.00 24" CONC. PIPE | | | 0130 06150 1.000 EA | 400.00000 400.00| 575.00000 575.00| 525.00000 525.00 15" END SECTION ES-1 OR 2 | | | 0140 06180 1.000 EA | 450.00000 450.00| 735.00000 735.00| 625.00000 625.00 18" END SECTION ES-1 OR 2 | | | 0150 09150 16.000 TON | 48.00000 768.00| 57.75000 924.00| 70.00000 1120.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0160 10128 585.000 TON | 24.00000 14040.00| 22.00000 12870.00| 30.00000 17550.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10635 252.000 TON | 138.00000 34776.00| 143.00000 36036.00| 140.00000 35280.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0180 11070 332.000 LF | 5.00000 1660.00| 5.25000 1743.00| 3.00000 996.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0190 13212 2.000 EA | 200.00000 400.00| 210.00000 420.00| 500.00000 1000.00 R/W MONUMENT RM-2 | | | 0200 13320 75.000 LF | 19.00000 1425.00| 19.50000 1462.50| 21.00000 1575.00 GUARDRAIL GR-2 | | | 0210 13331 280.500 LF | 21.00000 5890.50| 21.00000 5890.50| 22.00000 6171.00 RAD. GUARDRAIL GR-2 | | | 0220 13345 5.000 EA | 2400.00000 12000.00| 2415.00000 12075.00| 2600.00000 13000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0230 13383 6.000 EA | 2100.00000 12600.00| 2100.00000 12600.00| 2200.00000 13200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0240 14260 38.000 TON | 22.00000 836.00| 26.25000 997.50| 26.00000 988.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0250 24152 4.000 EA | 350.00000 1400.00| 250.00000 1000.00| 400.00000 1600.00 TYPE III BARRICADE 8' | | | 0260 24160 422.500 SF | 18.00000 7605.00| 16.80000 7098.00| 18.00000 7605.00 CONSTRUCTION SIGNS | | | 0270 24278 2600.000 DAY | 1.00000 2600.00| 1.00000 2600.00| 0.75000 1950.00 GROUP 2 CHANNELIZING DEVICES | | | 0280 24279 600.000 HR | 9.00000 5400.00| 6.00000 3600.00| 7.00000 4200.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J94 -3 TABULATION OF BIDS CALL ORDER : J94 CONTRACT ID : C00082760MO1 COUNTIES : PAGE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 24282 1000.000 HR | 14.00000 14000.00| 18.90000 18900.00| 21.00000 21000.00 FLAGGER SERVICE | | | 0300 24410 1143.000 SY | 5.00000 5715.00| 2.10000 2400.30| 5.00000 5715.00 DEMOLITION OF PAVEMENT | | | 0310 24502 1.000 EA | 1200.00000 1200.00| 1050.00000 1050.00| 1100.00000 1100.00 NS REMOVE EXIST. REMOVE EXIST. & RESET | | | GUARDRAIL GR-9 | | | 0320 24601 462.000 LF | 6.00000 2772.00| 6.30000 2910.60| 6.75000 3118.50 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0330 25507 12.000 MO | 1550.00000 18600.00| 1100.00000 13200.00| 1250.00000 15000.00 FIELD OFFICE TY.III | | | 0340 26239 408.000 TON | 34.00000 13872.00| 30.00000 12240.00| 50.00000 20400.00 DRY RIPRAP CL.II 38" | | | 0350 27022 1.500 ACRE| 2800.00000 4200.00| 2100.00000 3150.00| 8000.00000 12000.00 TOPSOIL CLASS B 2" | | | 0360 27102 192.000 LB | 15.00000 2880.00| 16.00000 3072.00| 18.00000 3456.00 REGULAR SEED | | | 0370 27103 120.000 LB | 3.50000 420.00| 6.30000 756.00| 4.00000 480.00 OVERSEEDING | | | 0380 27215 0.300 TON | 1600.00000 480.00| 1900.00000 570.00| 1950.00000 585.00 FERTILIZER(15-30-15) | | | 0390 27250 3.800 TON | 180.00000 684.00| 210.00000 798.00| 275.00000 1045.00 LIME | | | 0400 27288 1.000 ACRE| 1400.00000 1400.00| 1260.00000 1260.00| 1700.00000 1700.00 EROSION CONTROL MULCH | | | 0410 27321 462.000 SY | 3.00000 1386.00| 3.00000 1386.00| 7.00000 3234.00 PROTECTIVE COVERING EC-2 | | | 0420 27326 240.000 SY | 6.00000 1440.00| 5.75000 1380.00| 8.00000 1920.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0430 27415 13.000 EA | 180.00000 2340.00| 262.50000 3412.50| 250.00000 3250.00 CHECK DAM(ROCK) TY. II | | | 0440 27422 2.000 EA | 3600.00000 7200.00| 1000.00000 2000.00| 1200.00000 2400.00 DEWATERING BASIN | | | 0450 27430 50.000 CY | 12.00000 600.00| 0.01000 0.50| 30.00000 1500.00 SILTATION CONTROL EXCAVATION | | | 0460 27505 516.000 LF | 2.50000 1290.00| 2.10000 1083.60| 3.30000 1702.80 TEMP. SILT FENCE | | | 0470 27506 2246.000 LF | 2.50000 5615.00| 1.80000 4042.80| 3.00000 6738.00 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J94 -4 TABULATION OF BIDS CALL ORDER : J94 CONTRACT ID : C00082760MO1 COUNTIES : PAGE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 50012 2.000 EA | 165.00000 330.00| 75.00000 150.00| 565.00000 1130.00 ROAD EDGE DELINEATOR, ED-2 | | | 0490 50610 2.000 EA | 225.00000 450.00| 150.00000 300.00| 425.00000 850.00 RELOC. EXIST. SIGN STRUCT. TY. I | | | 0500 60125 LUMP| 24000.00000 24000.00| 35000.00000 35000.00| 87500.00000 87500.00 NS BRIDGE BRIDGE DISMANTLE TEMPORARY | | | DETOUR BRIDGE | | | 0510 60125 LUMP| 110000.00000 110000.00| 195000.00000 195000.00| 87500.00000 87500.00 NS BRIDGE BRIDGE ERECTING TEMPORARY | | | DETOUR BRIDGE | | | 0520 61200 6.000 EA | 19500.00000 117000.00| 21000.00000 126000.00| 21000.00000 126000.00 NS PRESTRESSED CONCRETE BEAM PRESTR. | | | CONCRETE BEAM 3'-2" X 2'3' X (+65'-70') | | | 0530 61680 18.000 EA | 17500.00000 315000.00| 21000.00000 378000.00| 19000.00000 342000.00 PRESTR. CONC. BOX BEAM 4' X 2'3" X | | | (+65'-70') | | | 0540 62031 402.000 LF | 110.00000 44220.00| 130.00000 52260.00| 180.00000 72360.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0550 64005 1230.000 TON | 27.00000 33210.00| 30.00000 36900.00| 23.00000 28290.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0560 64011 294.000 CY | 55.00000 16170.00| 50.00000 14700.00| 27.00000 7938.00 STRUCTURE EXCAVATION | | | 0570 64030 43.000 CY | 100.00000 4300.00| 60.00000 2580.00| 70.00000 3010.00 POROUS BACKFILL | | | 0580 64110 2660.000 LF | 36.00000 95760.00| 42.00000 111720.00| 32.00000 85120.00 STEEL PILES 10" | | | 0590 64755 76.000 EA | 125.00000 9500.00| 80.00000 6080.00| 54.00000 4104.00 PILE POINT FOR 10" STEEL PILE | | | 0600 65013 247.300 CY | 560.00000 138488.00| 800.00000 197840.00| 460.00000 113758.00 CONCRETE CLASS A3 | | | 0610 65200 9695.000 LB | 1.40000 13573.00| 1.00000 9695.00| 1.20000 11634.00 REINF. STEEL | | | 0620 65201 6015.000 LB | 2.00000 12030.00| 1.90000 11428.50| 2.00000 12030.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0630 66115 LUMP| 12000.00000 12000.00| 40000.00000 40000.00| 40000.00000 40000.00 TEMP. CAUSEWAY | | | 0640 66120 5.000 EA | 15000.00000 75000.00| 10000.00000 50000.00| 8000.00000 40000.00 COFFERDAM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J94 -5 TABULATION OF BIDS CALL ORDER : J94 CONTRACT ID : C00082760MO1 COUNTIES : PAGE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A013 |( 2 ) F440 |( 3 ) D172 |ALLEGHENY CONSTRUCTION COMP |FAIRFIELD-ECHOLS, LLC |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 66239 388.000 TON | 68.00000 26384.00| 50.00000 19400.00| 68.00000 26384.00 DRY RIPRAP CL.II 38" | | | 0660 67900 LUMP| 47000.00000 47000.00| 60000.00000 60000.00| 150000.00000 150000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STRUCTURE NO. 6909 | | | 0670 67904 LUMP| 24000.00000 24000.00| 40000.00000 40000.00| 51000.00000 51000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0680 68476 LUMP| 3000.00000 3000.00| 7000.00000 7000.00| 40000.00000 40000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. B631 | | | SECTION TOTALS | $ 1,495,782.50| $ 1,785,137.15| $ 1,831,374.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,495,782.50| $ 1,785,137.15| $ 1,831,374.30 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -1 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/13 COMPLETION DATE PROJECT(S) : (NFO)U000-139-107,C501 FED # STP-5139(114) (NFO)U000-139-107,C501 FED # STP-5139(114) CONTRACT DESCRIPTION: CONNECTOR ROAD - 2 LANES WITH CURB & GUTTER FROM: PEPPERS FERRY ROAD TO: LITHIA ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B319 BRANCH HIGHWAYS, INC. $ 2,922,622.17 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 3,172,709.45 108.5569% 3 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 3,240,598.99 110.8798% 4 B749 BAKER'S CONSTRUCTION SERVICES, INC. $ 3,593,710.61 122.9619% 5 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 3,595,062.13 123.0081% 6 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 3,651,639.10 124.9439% 7 D172 DLB, INC. $ 3,873,876.22 132.5480% 8 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 4,061,497.05 138.9676% 9 D549 DCI/SHIRES, INC. $ 4,188,461.15 143.3118% ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER 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| 176000.00000 176000.00| 71000.00000 71000.00| 185000.00000 185000.00 MOBILIZATION | | | 0020 00101 LUMP| 34525.00000 34525.00| 34883.37000 34883.37| 24000.00000 24000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 85600.00000 85600.00| 24016.92000 24016.92| 141600.00000 141600.00 CLEARING AND GRUBBING | | | 0040 00120 68829.000 CU M| 3.00000 206487.00| 8.34000 574033.86| 1.00000 68829.00 REGULAR EXCAVATION | | | 0050 00212 200.000 CU M| 13.75000 2750.00| 1.89000 378.00| 15.45000 3090.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -2 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00506 180.000 MTON| 26.75000 4815.00| 30.60000 5508.00| 45.40000 8172.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0070 00523 30.340 M | 6838.00000 207464.92| 3740.87000 113498.00| 4300.00000 130462.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT 2.43 X 1.82 | | | 0080 00525 126.200 CU M| 130.00000 16406.00| 566.10000 71441.82| 0.01000 1.26 CONCRETE CLASS 20 MISC. | | | 0090 00590 38.500 M | 65.00000 2502.50| 74.47000 2867.10| 57.70000 2221.45 COMB. UNDERDRAIN CD-1 | | | 0100 00595 4.000 M | 195.00000 780.00| 105.47000 421.88| 106.00000 424.00 OUTLET PIPE | | | 0110 00596 1.000 EA | 1300.00000 1300.00| 455.13000 455.13| 547.00000 547.00 ENDWALL EW-12 | | | 0120 00700 1234.500 M | 4.00000 4938.00| 15.00000 18517.50| 5.90000 7283.55 POST INSTALLATION INSPECTION | | | 0130 01186 759.100 M | 150.00000 113865.00| 155.89000 118336.10| 153.50000 116521.85 STORM SEWER PIPE 450 MM | | | 0140 01246 383.700 M | 100.00000 38370.00| 197.70000 75857.49| 188.00000 72135.60 STORM SEWER PIPE 600 MM | | | 0150 01306 57.900 M | 200.00000 11580.00| 242.53000 14042.49| 227.50000 13172.25 STORM SEWER PIPE 750 MM | | | 0160 01366 33.800 M | 300.00000 10140.00| 259.30000 8764.34| 233.50000 7892.30 STORM SEWER PIPE 900 MM | | | 0170 02090 10.000 M | 250.00000 2500.00| 401.37000 4013.70| 253.00000 2530.00 NS PIPE PIPE 1050 MM TEMP. | | | 0180 02090 26.000 M | 80.00000 2080.00| 129.02000 3354.52| 119.00000 3094.00 NS PIPE PIPE 375 MM TEMP. | | | 0190 02090 21.000 M | 172.00000 3612.00| 168.08000 3529.68| 139.50000 2929.50 NS PIPE PIPE 600 MM TEMP. | | | 0200 02110 1847.000 SQ M| 16.00000 29552.00| 6.61000 12208.67| 16.85000 31121.95 NS DRAINAGE DRAINAGE LOW PERMEABILITY | | | CLAY LINER 0.3 M | | | 0210 06180 3.000 EA | 650.00000 1950.00| 715.23000 2145.69| 750.00000 2250.00 450 MM END SECTION ES-1 OR 2 | | | 0220 06240 1.000 EA | 750.00000 750.00| 884.81000 884.81| 803.00000 803.00 600 MM END SECTION ES-1 OR 2 | | | 0230 06300 2.000 EA | 1200.00000 2400.00| 1389.09000 2778.18| 1245.00000 2490.00 750 MM END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -3 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 06360 2.000 EA | 1250.00000 2500.00| 1626.28000 3252.56| 1788.00000 3576.00 900 MM END SECTION ES-1 OR 2 | | | 0250 06740 1.000 EA | 2200.00000 2200.00| 2478.51000 2478.51| 2115.00000 2115.00 DROP INLET DI-1 | | | 0260 06815 1.000 EA | 2100.00000 2100.00| 2590.13000 2590.13| 2495.00000 2495.00 DROP INLET DI-3A | | | 0270 06817 2.000 EA | 2600.00000 5200.00| 2952.51000 5905.02| 2442.00000 4884.00 DROP INLET DI-3B, L= 1.2 M | | | 0280 06818 7.000 EA | 3250.00000 22750.00| 3013.38000 21093.66| 2929.00000 20503.00 DROP INLET DI-3B, L= 1.8 M | | | 0290 06819 4.000 EA | 3250.00000 13000.00| 3093.26000 12373.04| 3011.00000 12044.00 DROP INLET DI-3B, L= 2.4 M | | | 0300 06820 6.000 EA | 3400.00000 20400.00| 3360.99000 20165.94| 3260.00000 19560.00 DROP INLET DI-3B, L= 3.0 M | | | 0310 06821 1.000 EA | 3700.00000 3700.00| 3514.13000 3514.13| 3440.00000 3440.00 DROP INLET DI-3B, L= 3.6 M | | | 0320 06826 3.000 EA | 3200.00000 9600.00| 3717.69000 11153.07| 3428.00000 10284.00 DROP INLET DI-3BB, L= 1.2 M | | | 0330 06827 2.000 EA | 3400.00000 6800.00| 3792.02000 7584.04| 3534.00000 7068.00 DROP INLET DI-3BB, L= 1.8 M | | | 0340 06828 1.000 EA | 3700.00000 3700.00| 3901.32000 3901.32| 3645.00000 3645.00 DROP INLET DI-3BB, L= 2.4 M | | | 0350 07506 1.000 EA | 3400.00000 3400.00| 3410.27000 3410.27| 3069.00000 3069.00 DROP INLET DI-5 | | | 0360 07508 1.000 EA | 3300.00000 3300.00| 3359.42000 3359.42| 3017.00000 3017.00 DROP INLET DI-7 | | | 0370 08924 1.000 EA | 3000.00000 3000.00| 3284.91000 3284.91| 2541.00000 2541.00 DROP INLET DI-12B, L= 1.2 M | | | 0380 09056 33.820 M | 1100.00000 37202.00| 935.85000 31650.45| 888.00000 30032.16 MANHOLE MH-1 OR 2 | | | 0390 09057 15.000 EA | 550.00000 8250.00| 420.37000 6305.55| 406.00000 6090.00 FRAME & COVER MH-1 | | | 0400 09148 68.000 MTON| 38.00000 2584.00| 41.41000 2815.88| 54.20000 3685.60 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0410 09152 98.000 MTON| 45.00000 4410.00| 42.05000 4120.90| 58.40000 5723.20 EROSION CONTROL STONE CLASS II, EC-1 | | | 0420 09215 1314.000 SQ M| 86.00000 113004.00| 80.63000 105947.82| 91.10000 119705.40 PAVED DITCH PG-5 | | | 0430 10041 9.000 MTON| 58.00000 522.00| 0.01000 0.09| 59.30000 533.70 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -4 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 10065 1385.000 MTON| 23.00000 31855.00| 26.47000 36660.95| 26.00000 36010.00 AGGR. MATL. NO. 1 | | | 0450 10103 455.000 MTON| 17.00000 7735.00| 27.34000 12439.70| 20.90000 9509.50 AGGR. MATL. NO. 25 OR 26 | | | 0460 10128 7309.000 MTON| 16.00000 116944.00| 21.87000 159847.83| 25.00000 182725.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0470 10250 495.000 MTON| 20.00000 9900.00| 28.11000 13914.45| 27.70000 13711.50 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0480 10416 2007.000 L | 1.00000 2007.00| 0.01000 20.07| 1.10000 2207.70 LIQUID ASPHALT | | | 0490 10635 1296.000 MTON| 109.50000 141912.00| 112.90000 146318.40| 133.50000 173016.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0500 10642 2738.000 MTON| 95.50000 261479.00| 98.50000 269693.00| 119.00000 325822.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0510 12020 125.000 M | 46.00000 5750.00| 51.60000 6450.00| 55.60000 6950.00 STD. CURB CG-2 | | | 0520 12022 42.000 M | 46.00000 1932.00| 51.60000 2167.20| 55.60000 2335.20 RADIAL CURB CG-2 | | | 0530 12600 1691.000 M | 46.00000 77786.00| 51.60000 87255.60| 59.10000 99938.10 STD. COMB. CURB & GUTTER CG-6 | | | 0540 12610 223.000 M | 66.00000 14718.00| 51.60000 11506.80| 55.60000 12398.80 RADIAL COMB. CURB & GUTTER CG-6 | | | 0550 13102 193.000 M | 56.00000 10808.00| 51.60000 9958.80| 67.40000 13008.20 RADIAL COMB. CURB & GUTTER CG-11 | | | 0560 13108 43.000 SQ M| 300.00000 12900.00| 349.38000 15023.34| 255.00000 10965.00 CG-12 DETECTABLE WARNING SURFACE | | | 0570 13212 123.000 EA | 50.00000 6150.00| 146.12000 17972.76| 101.00000 12423.00 R/W MONUMENT RM-2 | | | 0580 13220 2632.000 SQ M| 44.00000 115808.00| 41.39000 108938.48| 56.70000 149234.40 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0590 22511 55.000 M | 165.00000 9075.00| 37.63000 2069.65| 31.40000 1727.00 FENCE FE-W2 | | | 0600 22581 2.000 EA | 200.00000 400.00| 537.50000 1075.00| 241.50000 483.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0610 24100 250.000 HR | 29.00000 7250.00| 26.30000 6575.00| 79.60000 19900.00 ALLAYING DUST | | | 0620 24152 3.000 EA | 450.00000 1350.00| 441.77000 1325.31| 375.00000 1125.00 TYPE III BARRICADE 2.4 M | | | 0630 24160 35.000 SQ M| 99.00000 3465.00| 16.13000 564.55| 166.00000 5810.00 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -5 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 24260 250.000 MTON| 30.00000 7500.00| 27.34000 6835.00| 25.40000 6350.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0650 24278 2500.000 DAY | 0.37000 925.00| 1.13000 2825.00| 1.30000 3250.00 GROUP 2 CHANNELIZING DEVICES | | | 0660 24281 250.000 HR | 1.20000 300.00| 9.17000 2292.50| 10.95000 2737.50 ELECTRONIC ARROW | | | 0670 24282 1000.000 HR | 22.00000 22000.00| 22.91000 22910.00| 24.50000 24500.00 FLAGGER SERVICE | | | 0680 24430 597.000 SQ M| 10.00000 5970.00| 4.29000 2561.13| 8.65000 5164.05 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0690 24535 1.000 EA | 1350.00000 1350.00| 531.98000 531.98| 243.00000 243.00 NS ADJUST EXIST. ADJUST EXIST. SEWER | | | CLEANOUT | | | 0700 24535 1.000 EA | 14500.00000 14500.00| 6051.21000 6051.21| 5620.00000 5620.00 NS ADJUST EXIST. ADJUST EXIST. VAULT #1 | | | 0710 24535 1.000 EA | 14000.00000 14000.00| 6051.21000 6051.21| 5620.00000 5620.00 NS ADJUST EXIST. ADJUST EXIST. VAULT #2 | | | 0720 25506 17.000 MO | 1835.00000 31195.00| 1679.94000 28558.98| 1380.00000 23460.00 FIELD OFFICE TY.II | | | 0730 26117 53.000 MTON| 22.00000 1166.00| 41.41000 2194.73| 58.90000 3121.70 DRY RIPRAP CL. AI | | | 0740 26271 11733.000 MTON| 19.00000 222927.00| 25.00000 293325.00| 33.00000 387189.00 NS DRY RIPRAP DRY RIPRAP CL. I (VAR. | | | DEPTH) | | | 0750 27012 3.000 HA | 700.00000 2100.00| 4500.00000 13500.00| 6030.00000 18090.00 TOPSOIL CL. A 50 MM | | | 0760 27102 1032.000 KG | 20.00000 20640.00| 19.55000 20175.60| 12.40000 12796.80 REGULAR SEED | | | 0770 27103 420.000 KG | 10.00000 4200.00| 10.66000 4477.20| 12.40000 5208.00 OVERSEEDING | | | 0780 27104 24.000 KG | 38.00000 912.00| 40.29000 966.96| 16.30000 391.20 LEGUME SEED | | | 0790 27105 15.000 KG | 31.00000 465.00| 33.17000 497.55| 16.30000 244.50 LEGUME OVERSEEDING | | | 0800 27215 4.000 MTON| 1030.00000 4120.00| 1103.12000 4412.48| 1118.00000 4472.00 FERTILIZER(15-30-15) | | | 0810 27250 26.000 MTON| 97.00000 2522.00| 103.76000 2697.76| 253.50000 6591.00 LIME | | | 0820 27321 476.000 SQ M| 2.25000 1071.00| 2.38000 1132.88| 3.25000 1547.00 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -6 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 27325 74.000 SQ M| 6.00000 444.00| 7.27000 537.98| 7.95000 588.30 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0840 27410 16.000 EA | 148.00000 2368.00| 236.37000 3781.92| 238.50000 3816.00 CHECK DAM, ROCK TY. I | | | 0850 27415 24.000 EA | 250.00000 6000.00| 236.37000 5672.88| 143.00000 3432.00 CHECK DAM(ROCK) TY. II | | | 0860 27422 4.000 EA | 1000.00000 4000.00| 476.71000 1906.84| 276.50000 1106.00 DEWATERING BASIN | | | 0870 27430 648.000 CU M| 20.00000 12960.00| 1.05000 680.40| 11.35000 7354.80 SILTATION CONTROL EXCAVATION | | | 0880 27451 3.000 EA | 450.00000 1350.00| 393.18000 1179.54| 216.00000 648.00 INLET PROTECTION TYPE A | | | 0890 27461 28.000 EA | 282.00000 7896.00| 452.24000 12662.72| 219.50000 6146.00 INLET PROTECTION TYPE B | | | 0900 27500 1850.000 SQ M| 0.80000 1480.00| 1.80000 3330.00| 1.90000 3515.00 GEOTEXTILE FABRIC | | | 0910 27505 1783.000 M | 7.25000 12926.75| 8.01000 14281.83| 6.95000 12391.85 TEMP. SILT FENCE | | | 0920 27510 2.000 EA | 7500.00000 15000.00| 3295.87000 6591.74| 2498.00000 4996.00 COFFERDAMS | | | 0930 27545 14160.000 CU M| 10.00000 141600.00| 0.01000 141.60| 13.35000 189036.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0940 27550 2.600 M | 2275.00000 5915.00| 13335.35000 34671.91| 3687.00000 9586.20 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 0950 27580 422.000 CU M| 2.00000 844.00| 9.99000 4215.78| 12.45000 5253.90 TEMP. SEDIMENT BASIN EXCAVATION | | | 0960 38900 1527.000 EA | 7.00000 10689.00| 7.36000 11238.72| 7.85000 11986.95 NS PLANT OR TREE PLANT OR TREE | | | PELTANDRA VIRGINICA NO. SP4 CONT. | | | 0970 38900 840.000 EA | 7.00000 5880.00| 7.36000 6182.40| 7.85000 6594.00 NS PLANT OR TREE PLANT OR TREE | | | PONTEEDARIA CORDATA NO. SP4 CONT. | | | 0980 38900 840.000 EA | 7.00000 5880.00| 7.36000 6182.40| 7.85000 6594.00 NS PLANT OR TREE PLANT OR TREE SAURURUS | | | CERNUS NO. SP4 CONT. | | | 0990 40061 7.000 M | 250.00000 1750.00| 298.35000 2088.45| 244.50000 1711.50 150 MM DI WATER MAIN | | | 1000 40081 3.000 M | 780.00000 2340.00| 398.11000 1194.33| 715.00000 2145.00 200 MM DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -7 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 40121 733.000 M | 225.00000 164925.00| 250.38000 183528.54| 218.50000 160160.50 300 MM DI WATER MAIN | | | 1020 41006 1.000 EA | 1250.00000 1250.00| 1038.61000 1038.61| 792.00000 792.00 150 MM GATE VALVE & BOX | | | 1030 41012 8.000 EA | 468.00000 3744.00| 1991.38000 15931.04| 1838.00000 14704.00 300 MM GATE VALVE & BOX | | | 1040 41104 5.000 EA | 290.00000 1450.00| 213.65000 1068.25| 211.00000 1055.00 ADJUST EXIST. VALVE BOX | | | 1050 41820 1.000 EA | 4425.00000 4425.00| 3048.98000 3048.98| 2653.00000 2653.00 FIRE HYDRANT | | | 1060 41827 2.000 EA | 1000.00000 2000.00| 787.83000 1575.66| 1755.00000 3510.00 ADJUST EXIST. FIRE HYDRANT | | | 1070 42060 16.000 M | 270.00000 4320.00| 93.37000 1493.92| 101.50000 1624.00 150 MM SAN. SEWER PIPE | | | 1080 42100 5.000 M | 550.00000 2750.00| 115.81000 579.05| 184.00000 920.00 250 MM SAN. SEWER PIPE | | | 1090 42755 3.000 M | 975.00000 2925.00| 997.83000 2993.49| 1191.00000 3573.00 SANITARY SEWER MANHOLE | | | 1100 42764 1.000 EA | 600.00000 600.00| 472.81000 472.81| 670.00000 670.00 MANHOLE FRAME & COVER F&C-1 | | | 1110 42765 1.000 EA | 655.00000 655.00| 569.05000 569.05| 486.00000 486.00 ADJUST EXIST FRAME & COVER | | | 1120 42771 1.000 M | 1350.00000 1350.00| 1716.78000 1716.78| 887.00000 887.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1130 42846 1.000 EA | 900.00000 900.00| 531.98000 531.98| 329.00000 329.00 150 MM SEWER CLEANOUT | | | 1140 50108 9.350 SQ M| 400.00000 3740.00| 107.50000 1005.13| 121.00000 1131.35 SIGN PANEL | | | 1150 50490 19.000 EA | 430.00000 8170.00| 591.25000 11233.75| 665.00000 12635.00 CONCRETE FOUNDATION STP-1 | | | 1160 50759 2.000 EA | 333.00000 666.00| 322.50000 645.00| 362.00000 724.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1170 50867 2.000 EA | 298.00000 596.00| 268.75000 537.50| 302.00000 604.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1180 50900 9.200 M | 95.00000 874.00| 53.75000 494.50| 60.40000 555.68 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL POST55.6 MM | | | 1190 50900 22.300 M | 100.00000 2230.00| 51.60000 1150.68| 58.00000 1293.40 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL POST63.5 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : J95 -8 TABULATION OF BIDS CALL ORDER : J95 CONTRACT ID : C00015785C01 COUNTIES : WYTHEVILLE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) W048 |( 3 ) F006 |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, |FAULCONER CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 50900 31.910 M | 100.00000 3191.00| 37.62000 1200.45| 42.30000 1349.79 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 50 MM | | | 1210 54032 2181.000 M | 3.00000 6543.00| 6.43000 14023.83| 8.45000 18429.45 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1220 54034 168.000 M | 4.00000 672.00| 9.30000 1562.40| 12.10000 2032.80 TYPE B CLASS I PAVE. LINE MARKING 150 M | | | 1230 54042 108.000 M | 28.00000 3024.00| 53.21000 5746.68| 24.20000 2613.60 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 1240 54105 150.000 M | 8.00000 1200.00| 7.47000 1120.50| 1.20000 180.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1250 54300 10.000 EA | 125.00000 1250.00| 376.25000 3762.50| 302.00000 3020.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1260 55140 20.000 EA | 1161.00000 23220.00| 1723.27000 34465.40| 1363.00000 27260.00 CONCRETE FOUNDATION LF-1 TY. A | | | 1270 55586 6.000 EA | 1005.00000 6030.00| 1425.28000 8551.68| 1179.00000 7074.00 JUNCTION BOX JB-S1 | | | 1280 56042 115.000 M | 16.00000 1840.00| 26.23000 3016.45| 18.10000 2081.50 NS CONDUIT CONDUIT 75 MM | | | 1290 56200 115.000 M | 32.00000 3680.00| 21.13000 2429.95| 37.50000 4312.50 TRENCH EXCAVATION ECI-1 | | | 1300 70000 LUMP| 1.00000 1.00| 351.81000 351.81| 139.50000 139.50 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 008, D3 | | | 1310 70000 LUMP| 1.00000 1.00| 351.81000 351.81| 139.50000 139.50 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 010, D702 | | | 1320 70200 LUMP| 1.00000 1.00| 351.81000 351.81| 281.00000 281.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 008 | | | SECTION TOTALS | $ 2,922,622.17| $ 3,172,709.45| $ 3,240,598.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,922,622.17| $ 3,172,709.45| $ 3,240,598.99 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K07 -1 TABULATION OF BIDS CALL ORDER : K07 CONTRACT ID : C00095540N502 COUNTIES : PETERSBURG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 06/07/12 COMPLETION DATE PROJECT(S) : (NFO) 0109-123-247, N502 FED # RSTP-5A27(004) CONTRACT DESCRIPTION: PAVEMENT OVERLAY FR 0.17 MI N JAMESTOWN RD TO MAHONE GATE - FORT LEE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S021 B. P. SHORT & SON PAVING CO., INC. $ 327,444.88 100.0000% 2 C750 COLONY CONSTRUCTION, INC. $ 358,177.70 109.3856% 3 B850 BRANSCOME INC. $ 435,807.75 133.0935% 4 L015 LEE HY PAVING CORPORATION $ 570,178.72 174.1297% 5 J273 JIREH CONSTRUCTION COMPANY, INC. $ 835,284.00 255.0915% ==================================================================================================================================== |( 1 ) S021 |( 2 ) C750 |( 3 ) B850 |B. P. SHORT & SON PAVING CO |COLONY CONSTRUCTION, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10128 1889.000 TON | 26.80000 50625.20| 27.00000 51003.00| 35.00000 66115.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0020 10628 12003.000 SY | 1.80000 21605.40| 2.00000 24006.00| 2.00000 24006.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0030 10636 1470.000 TON | 74.80000 109956.00| 80.00000 117600.00| 85.00000 124950.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 11070 9821.000 LF | 0.20000 1964.20| 1.00000 9821.00| 0.25000 2455.25 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0050 16373 1586.000 TON | 80.18000 127165.48| 85.00000 134810.00| 100.00000 158600.00 ASPH. CONC. TY. IM-19.0A (T) | | | 0070 24265 LUMP| 5000.00000 5000.00| 10083.80000 10083.80| 48500.00000 48500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0090 54032 20150.000 LF | 0.50000 10075.00| 0.49000 9873.50| 0.49000 9873.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K07 -2 TABULATION OF BIDS CALL ORDER : K07 CONTRACT ID : C00095540N502 COUNTIES : PETERSBURG LETTING DATE : 11/16/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S021 |( 2 ) C750 |( 3 ) B850 |B. P. SHORT & SON PAVING CO |COLONY CONSTRUCTION, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54042 30.000 LF | 6.00000 180.00| 5.80000 174.00| 10.00000 300.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54100 168.000 LF | 5.20000 873.60| 4.80000 806.40| 6.00000 1008.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SPEED HUMP ADVANCE WARNING | | | SECTION TOTALS | $ 327,444.88| $ 358,177.70| $ 435,807.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,444.88| $ 358,177.70| $ 435,807.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K16 -1 TABULATION OF BIDS CALL ORDER : K16 CONTRACT ID : C00097494B95 COUNTIES : CUMBERLAND PITTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 04/17/13 COMPLETION DATE PROJECT(S) : (NFO) BRDG-024-565, B622 FED # BR-BR03(292) (NFO) BRDG-071-685, B695 FED # BR-BRO3(293) (NFO) BRDG-071-686, B693 FED # BR-BR03(294) CONTRACT DESCRIPTION: BRIDGE REHABILITATION VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 902,764.66 100.0000% 2 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,479,682.75 163.9057% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,756,650.56 194.5857% 4 L026 D. W. LYLE CORPORATION $ 1,762,018.18 195.1802% 5 C097 CORMAN CONSTRUCTION, INC. $ 1,948,428.90 215.8291% ==================================================================================================================================== |( 1 ) I943 |( 2 ) W210 |( 3 ) L005 |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGUALR BID ITEMS | | | 0010 00100 LUMP| 54598.08000 54598.08| 104000.00000 104000.00| 117932.55000 117932.55 MOBILIZATION | | | 0020 00120 55.000 CY | 31.02000 1706.10| 120.00000 6600.00| 250.00000 13750.00 REGULAR EXCAVATION | | | 0030 09185 9.000 SY | 68.94000 620.46| 120.00000 1080.00| 350.00000 3150.00 PAVED DITCH PG-2A | | | 0040 10121 112.000 TON | 37.23000 4169.76| 95.00000 10640.00| 38.00000 4256.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0050 10607 179.000 TON | 310.22000 55529.38| 240.00000 42960.00| 208.19000 37266.01 ASPHALT CONCRETE TY. SM-12.5A | | | 0060 10628 811.000 SY | 7.76000 6293.36| 10.00000 8110.00| 10.00000 8110.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K16 -2 TABULATION OF BIDS CALL ORDER : K16 CONTRACT ID : C00097494B95 COUNTIES : CUMBERLAND PITTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) I943 |( 2 ) W210 |( 3 ) L005 |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 10642 237.000 TON | 279.19000 66168.03| 325.00000 77025.00| 250.00000 59250.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0080 12311 30.000 LF | 41.36000 1240.80| 50.00000 1500.00| 136.25000 4087.50 ASPHALT CONCRETE CURB MC-3 | | | 0090 13310 37.500 LF | 89.62000 3360.75| 110.00000 4125.00| 136.25000 5109.38 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0100 13320 1525.000 LF | 23.44000 35746.00| 22.00000 33550.00| 27.25000 41556.25 GUARDRAIL GR-2 | | | 0110 13345 9.000 EA | 2895.35000 26058.15| 2800.00000 25200.00| 3270.00000 29430.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13372 LUMP| 16544.87000 16544.87| 18000.00000 18000.00| 18719.69000 18719.69 NS SP.DES. GR.BR.ATTACH SP.DES. GR. BR. | | | ATTACH. BR-GR-3 (STR. #6107) | | | 0130 13372 LUMP| 16544.87000 16544.87| 18000.00000 18000.00| 18719.69000 18719.69 NS SP.DES. GR.BR.ATTACH SP.DES. GR. BR. | | | ATTACH. BR-GR-3 (STR. #6445) | | | 0140 13372 LUMP| 16544.87000 16544.87| 18000.00000 18000.00| 18719.69000 18719.69 NS SP.DES. GR.BR.ATTACH SP.DES. GR. BR. | | | ATTACH. BR-GR-3 (STR. #6914) | | | 0150 16515 393.000 SY | 10.34000 4063.62| 15.00000 5895.00| 17.00000 6681.00 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING (OVER 4" DEPTH) | | | 0160 24265 LUMP| 36435.95000 36435.95| 45000.00000 45000.00| 38245.73000 38245.73 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR #6107 | | | 0170 24265 LUMP| 45692.81000 45692.81| 52000.00000 52000.00| 39112.70000 39112.70 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR #6445 | | | 0180 24265 LUMP| 54406.44000 54406.44| 62000.00000 62000.00| 44499.70000 44499.70 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. #6914 | | | 0190 24430 63.000 SY | 6.20000 390.60| 70.00000 4410.00| 18.00000 1134.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0200 24601 1331.000 LF | 2.41000 3207.71| 6.00000 7986.00| 11.00000 14641.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0210 52000 LUMP| 6204.33000 6204.33| 35000.00000 35000.00| 26705.00000 26705.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TR. CONTROL STR.| | | # 6445 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K16 -3 TABULATION OF BIDS CALL ORDER : K16 CONTRACT ID : C00097494B95 COUNTIES : CUMBERLAND PITTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) I943 |( 2 ) W210 |( 3 ) L005 |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 52000 LUMP| 6204.33000 6204.33| 60000.00000 60000.00| 22484.86000 22484.86 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TR. CONTROL STR.| | | #6914 | | | 0230 54020 1400.000 LF | 1.38000 1932.00| 2.00000 2800.00| 2.02000 2828.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0240 62505 28.000 LF | 36.93000 1034.04| 85.00000 2380.00| 135.00000 3780.00 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 0250 68040 45.000 CY | 1292.57000 58165.65| 3000.00000 135000.00| 5830.44000 262369.80 CONCRETE CLASS A4 | | | 0260 68090 2269.000 SY | 6.03000 13682.07| 4.25000 9643.25| 7.43000 16858.67 BRIDGE DECK GROOVING | | | 0270 68101 7100.000 LB | 2.55000 18105.00| 3.25000 23075.00| 4.28000 30388.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0280 68317 2102.000 SY | 8.62000 18119.24| 14.00000 29428.00| 8.75000 18392.50 NS MILLING MILLING TYPE A, 1/2" | | | 0290 68320 139.000 SY | 387.77000 53900.03| 300.00000 41700.00| 275.00000 38225.00 TYPE B PATCHING | | | 0300 68330 9.000 SY | 861.71000 7755.39| 400.00000 3600.00| 300.00000 2700.00 TYPE C PATCHING | | | 0310 68400 1401.000 SY | 51.70000 72431.70| 55.00000 77055.00| 60.00000 84060.00 WATERPROOFING | | | 0320 68600 80.000 SY | 947.88000 75830.40| 1500.00000 120000.00| 1175.00000 94000.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0330 68900 LUMP| 4997.93000 4997.93| 30000.00000 30000.00| 92179.30000 92179.30 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR #6107 | | | 0340 68900 LUMP| 12236.31000 12236.31| 30000.00000 30000.00| 96179.30000 96179.30 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR #6445 | | | 0350 68900 LUMP| 19474.70000 19474.70| 50000.00000 50000.00| 141988.00000 141988.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. #6914 | | | 0360 68904 15.000 EA | 430.86000 6462.90| 2300.00000 34500.00| 715.00000 10725.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR EXPANSION BEARING | | | MODIFICATIONS | | | 0370 68904 15.000 EA | 603.20000 9048.00| 3600.00000 54000.00| 365.00000 5475.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR FIXED BEARING | | | MODIFICATIONS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K16 -4 TABULATION OF BIDS CALL ORDER : K16 CONTRACT ID : C00097494B95 COUNTIES : CUMBERLAND PITTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) I943 |( 2 ) W210 |( 3 ) L005 |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 68910 2269.000 SY | 21.35000 48443.15| 72.00000 163368.00| 102.70000 233026.30 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SILICA FUME HY CEM CON(1 | | | 1/4"-1 3/4") | | | 0390 69040 6.000 CY | 1447.68000 8686.08| 2700.00000 16200.00| 5830.44000 34982.64 CONCRETE CLASS A4 | | | 0400 69101 570.000 LB | 3.10000 1767.00| 3.25000 1852.50| 3.39000 1932.30 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0410 69500 10.000 SY | 896.18000 8961.80| 1400.00000 14000.00| 1300.00000 13000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 902,764.66| $ 1,479,682.75| $ 1,756,650.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 902,764.66| $ 1,479,682.75| $ 1,756,650.56 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K24 -1 TABULATION OF BIDS CALL ORDER : K24 CONTRACT ID : C00086690M01 COUNTIES : SHENANDOAH LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 10/31/12 COMPLETION DATE PROJECT(S) : (NF0)0623-085-709, M501 FED # STP-085-8(062) CONTRACT DESCRIPTION: IMPROVE SIGHT DISTANCE FR:0.134 MILES S. OF ROUTE 638 TO:0.143 MILES N. OF ROUTE 638 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 520,969.58 100.0000% 2 G181 GENERAL EXCAVATION, INC. $ 568,969.95 109.2137% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 614,908.20 118.0315% 4 W048 W-L CONSTRUCTION & PAVING, INC. $ 692,999.99 133.0212% 5 K611 KICKIN ASPHALT PAVING & SEALING $ 879,276.00 168.7768% 6 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 986,436.09 189.3462% ==================================================================================================================================== |( 1 ) P013 |( 2 ) G181 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I 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| 27315.00000 27315.00| 31800.00000 31800.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 00102 LUMP| 9000.00000 9000.00| 7200.00000 7200.00| 12000.00000 12000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 171509.00000 171509.00| 205000.00000 205000.00| 195000.00000 195000.00 GRADING | | | 0040 00306 10.000 TON | 24.20000 242.00| 50.00000 500.00| 50.00000 500.00 NS SELECT MATERIAL SELECT MATERIAL .. | | | 0050 00591 146.000 LF | 14.71000 2147.66| 16.15000 2357.90| 14.00000 2044.00 COMB. UNDERDRAIN CD-2 | | | 0060 00595 20.000 LF | 24.00000 480.00| 16.65000 333.00| 14.00000 280.00 OUTLET PIPE | | | 0070 00596 5.000 EA | 516.20000 2581.00| 635.00000 3175.00| 1400.00000 7000.00 ENDWALL EW-12 | | | 0080 01150 176.000 LF | 115.70000 20363.20| 50.00000 8800.00| 45.00000 7920.00 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K24 -2 TABULATION OF BIDS CALL ORDER : K24 CONTRACT ID : C00086690M01 COUNTIES : SHENANDOAH LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) G181 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10100 2256.000 TON | 21.76000 49090.56| 28.75000 64860.00| 25.00000 56400.00 AGGR. MATL. NO. 21B | | | 0100 10610 485.000 TON | 81.70000 39624.50| 89.25000 43286.25| 120.00000 58200.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0110 10635 364.000 TON | 113.72000 41394.08| 103.45000 37655.80| 85.00000 30940.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0120 11040 37.000 SY | 94.50000 3496.50| 102.10000 3777.70| 85.00000 3145.00 CONCRETE ENTRANCE PAVE. 7" | | | 0130 11070 96.000 LF | 5.00000 480.00| 10.60000 1017.60| 3.50000 336.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0140 24152 4.000 EA | 500.00000 2000.00| 450.00000 1800.00| 500.00000 2000.00 TYPE III BARRICADE 8' | | | 0150 24160 636.000 SF | 25.83000 16427.88| 24.00000 15264.00| 26.00000 16536.00 CONSTRUCTION SIGNS | | | 0160 24260 20.000 TON | 24.10000 482.00| 25.00000 500.00| 50.00000 1000.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0170 24278 24000.000 DAY | 0.50000 12000.00| 0.25000 6000.00| 1.10000 26400.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 240.000 HR | 20.80000 4992.00| 21.00000 5040.00| 21.00000 5040.00 FLAGGER SERVICE | | | 0190 24400 5.000 UNIT| 220.00000 1100.00| 235.00000 1175.00| 2750.00000 13750.00 OBSCURING ROADWAY | | | 0200 24430 4410.000 SY | 2.64000 11642.40| 2.45000 10804.50| 3.00000 13230.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0210 24501 37.000 LF | 33.00000 1221.00| 12.00000 444.00| 35.00000 1295.00 NS REMOVE EXIST. REMOVE EXIST. 18" PIPE | | | 0220 25506 12.000 MO | 1100.00000 13200.00| 935.00000 11220.00| 1400.00000 16800.00 FIELD OFFICE TY.II | | | 0230 27022 1.000 ACRE| 8712.00000 8712.00| 13525.00000 13525.00| 7600.00000 7600.00 TOPSOIL CLASS B 2" | | | 0240 27102 234.000 LB | 8.82000 2063.88| 15.00000 3510.00| 16.00000 3744.00 REGULAR SEED | | | 0250 27103 146.000 LB | 5.23000 763.58| 3.00000 438.00| 6.00000 876.00 OVERSEEDING | | | 0260 27215 1.000 TON | 861.00000 861.00| 1220.00000 1220.00| 1800.00000 1800.00 FERTILIZER(15-30-15) | | | 0270 27250 5.000 TON | 367.50000 1837.50| 210.00000 1050.00| 275.00000 1375.00 LIME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K24 -3 TABULATION OF BIDS CALL ORDER : K24 CONTRACT ID : C00086690M01 COUNTIES : SHENANDOAH LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) G181 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27321 776.000 SY | 2.40000 1862.40| 2.90000 2250.40| 3.00000 2328.00 PROTECTIVE COVERING EC-2 | | | 0290 27415 70.000 EA | 150.00000 10500.00| 265.00000 18550.00| 150.00000 10500.00 CHECK DAM(ROCK) TY. II | | | 0300 27430 668.000 CY | 6.00000 4008.00| 16.85000 11255.80| 15.00000 10020.00 SILTATION CONTROL EXCAVATION | | | 0310 27505 3800.000 LF | 2.00000 7600.00| 1.60000 6080.00| 2.25000 8550.00 TEMP. SILT FENCE | | | 0320 50108 20.000 SF | 46.41000 928.20| 46.50000 930.00| 50.00000 1000.00 SIGN PANEL | | | 0330 50434 40.000 LF | 50.40000 2016.00| 50.40000 2016.00| 50.00000 2000.00 SIGN POST STP-1 2 1/2" | | | 0340 50490 4.000 EA | 152.00000 608.00| 155.00000 620.00| 150.00000 600.00 CONCRETE FOUNDATION STP-1 | | | 0350 51955 LUMP| 46956.00000 46956.00| 43960.00000 43960.00| 43000.00000 43000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0360 54020 3000.000 LF | 0.42000 1260.00| 0.45000 1350.00| 0.50000 1500.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0370 54042 24.000 LF | 8.51000 204.24| 8.50000 204.00| 8.30000 199.20 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 520,969.58| $ 568,969.95| $ 614,908.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 520,969.58| $ 568,969.95| $ 614,908.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K27 -1 TABULATION OF BIDS CALL ORDER : K27 CONTRACT ID : C00097499B06 COUNTIES : CHARLOTTE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/18/12 COMPLETION DATE PROJECT(S) : (NFO) BRDG-019-814, B606 FED # BR-BR03 (290) CONTRACT DESCRIPTION: PROPOSED BRIDGE REHAB ON ROUTE 47 OVER ROANOKE 1.7 MI. S. OF CHARLOTTE COURTHOUSE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 919,694.93 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 946,473.84 102.9117% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 966,389.65 105.0772% 4 M813 MCCLAIN & CO., INC. $ 1,069,524.47 116.2912% 5 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 1,154,534.20 125.5345% 6 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,360,155.70 147.8921% 7 H018 HAYMES BROTHERS, INC. $ 1,405,100.20 152.7789% ==================================================================================================================================== |( 1 ) I943 |( 2 ) C097 |( 3 ) W210 |INFRASTRUCTURE CORPORATION |CORMAN CONSTRUCTION, INC. |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 00100 LUMP| 77539.38000 77539.38| 75000.00000 75000.00| 75000.00000 75000.00 MOBILIZATION | | | 0020 00125 LUMP| 17311.12000 17311.12| 52694.70000 52694.70| 12000.00000 12000.00 GRADING | | | 0030 10636 62.000 TON | 324.58000 20123.96| 209.50000 12989.00| 240.00000 14880.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 10642 140.000 TON | 292.13000 40898.20| 185.10000 25914.00| 270.00000 37800.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0050 13310 25.000 LF | 93.77000 2344.25| 84.65000 2116.25| 95.00000 2375.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0060 13320 350.000 LF | 25.97000 9089.50| 23.25000 8137.50| 27.00000 9450.00 GUARDRAIL GR-2 | | | 0070 13345 2.000 EA | 3029.45000 6058.90| 2565.30000 5130.60| 2900.00000 5800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K27 -2 TABULATION OF BIDS CALL ORDER : K27 CONTRACT ID : C00097499B06 COUNTIES : CHARLOTTE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) I943 |( 2 ) C097 |( 3 ) W210 |INFRASTRUCTURE CORPORATION |CORMAN CONSTRUCTION, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13383 4.000 EA | 2740.93000 10963.72| 2221.50000 8886.00| 2600.00000 10400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0090 13611 4.000 EA | 5049.08000 20196.32| 3702.40000 14809.60| 6000.00000 24000.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0100 16522 150.000 SY | 8.11000 1216.50| 17.85000 2677.50| 14.00000 2100.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0110 16523 118.000 SY | 10.82000 1276.76| 18.15000 2141.70| 15.00000 1770.00 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0120 24152 4.000 EA | 432.78000 1731.12| 264.50000 1058.00| 550.00000 2200.00 TYPE III BARRICADE 8' | | | 0130 24160 407.000 SF | 12.98000 5282.86| 37.65000 15323.55| 22.00000 8954.00 CONSTRUCTION SIGNS | | | 0140 24278 3410.000 DAY | 0.65000 2216.50| 0.93000 3171.30| 1.00000 3410.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24279 672.000 HR | 10.82000 7271.04| 9.66000 6491.52| 15.00000 10080.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0160 24292 4.000 EA | 180.32000 721.28| 1.00000 4.00| 1.00000 4.00 TRAFFIC BARR. SERVICE, CONC. LATERAL | | | SUPPORT | | | 0170 24600 600.000 LF | 2.52000 1512.00| 2.12000 1272.00| 3.00000 1800.00 REMOVE EXISTING GUARDRAIL | | | 0180 25507 11.000 MO | 1442.59000 15868.49| 1623.30000 17856.30| 900.00000 9900.00 FIELD OFFICE TY.III | | | 0190 27430 118.000 CY | 28.85000 3404.30| 64.35000 7593.30| 1.00000 118.00 SILTATION CONTROL EXCAVATION | | | 0200 27505 696.000 LF | 2.89000 2011.44| 2.12000 1475.52| 3.50000 2436.00 TEMP. SILT FENCE | | | 0210 51955 LUMP| 38950.01000 38950.01| 31735.20000 31735.20| 35000.00000 35000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0220 52000 LUMP| 360.65000 360.65| 3173.50000 3173.50| 4000.00000 4000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY RUMBLE STRIP | | | 0230 54020 1783.000 LF | 1.44000 2567.52| 1.22000 2175.26| 2.20000 3922.60 TYPE A PAVEMENT LINE MARKING 4" | | | 0240 54105 767.000 LF | 1.44000 1104.48| 0.90000 690.30| 2.75000 2109.25 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0250 54242 16.000 EA | 8.66000 138.56| 12.70000 203.20| 15.00000 240.00 TEMP. PAVE. MARKER 2 WAY | | | 0260 54510 1904.000 LF | 1.80000 3427.20| 1.48000 2817.92| 2.20000 4188.80 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K27 -3 TABULATION OF BIDS CALL ORDER : K27 CONTRACT ID : C00097499B06 COUNTIES : CHARLOTTE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) I943 |( 2 ) C097 |( 3 ) W210 |INFRASTRUCTURE CORPORATION |CORMAN CONSTRUCTION, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54514 280.000 LF | 3.61000 1010.80| 2.96000 828.80| 4.20000 1176.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0280 54522 28.000 LF | 7.21000 201.88| 8.46000 236.88| 19.00000 532.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0290 67400 LUMP| 11540.75000 11540.75| 23850.50000 23850.50| 33000.00000 33000.00 DECK DRAINAGE SYSTEM | | | 0300 67908 16.000 EA | 5049.08000 80785.28| 426.00000 6816.00| 700.00000 11200.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0310 68024 425.000 LF | 180.32000 76636.00| 173.50000 73737.50| 230.00000 97750.00 RAILING, BR27C 1 RAIL | | | 0320 68040 59.000 CY | 1447.48000 85401.32| 1754.90000 103539.10| 1700.00000 100300.00 CONCRETE CLASS A4 | | | 0330 68090 662.000 SY | 6.31000 4177.22| 3.17000 2098.54| 5.00000 3310.00 BRIDGE DECK GROOVING | | | 0340 68101 14960.000 LB | 2.67000 39943.20| 1.82000 27227.20| 3.00000 44880.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0350 68160 40.000 EA | 1803.24000 72129.60| 839.50000 33580.00| 1600.00000 64000.00 BEARING PADS REPLACEMENT | | | 0360 68162 2.000 EA | 5049.08000 10098.16| 1064.00000 2128.00| 4000.00000 8000.00 BEAM SEAT REPAIR | | | 0370 68258 567.000 SY | 17.31000 9814.77| 17.40000 9865.80| 12.00000 6804.00 REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0380 68317 567.000 SY | 12.62000 7155.54| 23.10000 13097.70| 12.00000 6804.00 NS MILLING MILLING TYPE A, 1/2" | | | 0390 68320 79.000 SY | 405.73000 32052.67| 176.90000 13975.10| 300.00000 23700.00 TYPE B PATCHING | | | 0400 68330 36.000 SY | 856.54000 30835.44| 316.20000 11383.20| 400.00000 14400.00 TYPE C PATCHING | | | 0410 68572 24.000 L.F.| 360.65000 8655.60| 274.40000 6585.60| 475.00000 11400.00 EXPANSION JOINT RECONSTRUCTION | | | 0420 68762 120.000 LF | 28.85000 3462.00| 18.45000 2214.00| 20.00000 2400.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | PAR. | | | 0430 68764 432.000 LF | 28.85000 12463.20| 25.60000 11059.20| 30.00000 12960.00 BARR.SER.CONC.SINGLE FACE PAR. | | | (NCHRP350) | | | 0440 68900 LUMP| 29284.64000 29284.64| 221000.00000 221000.00| 90000.00000 90000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1014 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K27 -4 TABULATION OF BIDS CALL ORDER : K27 CONTRACT ID : C00097499B06 COUNTIES : CHARLOTTE LETTING DATE : 11/16/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) I943 |( 2 ) C097 |( 3 ) W210 |INFRASTRUCTURE CORPORATION |CORMAN CONSTRUCTION, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 68902 30.000 LF | 17.31000 519.30| 31.10000 933.00| 32.00000 960.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SILICONE JOINT SEALANT (1 | | | 1/2") | | | 0460 68910 662.000 SY | 63.11000 41778.82| 74.65000 49418.30| 98.00000 64876.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SILICA FUME HYD CEM CONC 1 | | | 1/2"- 4 3/8" | | | 0470 69500 35.000 SY | 937.69000 32819.15| 423.10000 14808.50| 1400.00000 49000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0480 69905 1.000 EA | 35343.53000 35343.53| 12553.20000 12553.20| 35000.00000 35000.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR TEMP. SUPPORT BEAM ASTM | | | A709 GR 36 | | | SECTION TOTALS | $ 919,694.93| $ 946,473.84| $ 966,389.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 919,694.93| $ 946,473.84| $ 966,389.65 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K32 -1 TABULATION OF BIDS CALL ORDER : K32 CONTRACT ID : C00098445N01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/30/12 COMPLETION DATE PROJECT(S) : (FO) 0064-003-636, N501 FED # HSIP-064-1(114) CONTRACT DESCRIPTION: UPGRADE GUARDRAIL & INSTALL HIGH TENSION CABLE MED. BARRIER FROM: MILE POST 7.3 TO: MILE POST 16.5 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E078 ELDERLEE, INCORPORATED $ 2,940,146.75 100.0000% 2 B1091 BULLINGTON CONSTRUCTION, INC. $ 2,998,865.00 101.9971% 3 R976 RMD HOLDINGS, LTD. $ 3,393,895.54 115.4329% 4 M004 MAKCO, INCORPORATED $ 3,933,441.50 133.7838% ==================================================================================================================================== |( 1 ) E078 |( 2 ) B1091 |( 3 ) R976 |ELDERLEE, INCORPORATED |BULLINGTON CONSTRUCTION, IN |RMD HOLDINGS, LTD. 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| 101550.00000 101550.00| 71800.00000 71800.00| 178700.00000 178700.00 MOBILIZATION | | | 0020 00122 200.000 LF | 5.00000 1000.00| 25.00000 5000.00| 6.00000 1200.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0030 00125 LUMP| 114500.00000 114500.00| 115500.00000 115500.00| 113750.00000 113750.00 GRADING | | | 0040 10100 50.000 TON | 50.00000 2500.00| 100.00000 5000.00| 60.00000 3000.00 AGGR. MATL. NO. 21B | | | 0050 10607 1751.000 TON | 144.00000 252144.00| 216.00000 378216.00| 200.00000 350200.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0060 13310 238.000 LF | 80.00000 19040.00| 125.00000 29750.00| 92.50000 22015.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0070 13315 44.000 EA | 683.00000 30052.00| 500.00000 22000.00| 839.00000 36916.00 GUARDRAIL TERMINAL GR-11 | | | 0080 13320 82600.000 LF | 15.50000 1280300.00| 14.00000 1156400.00| 18.06000 1491756.00 GUARDRAIL GR-2 | | | 0090 13323 75.000 LF | 28.00000 2100.00| 24.00000 1800.00| 30.75000 2306.25 GUARDRAIL GR-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K32 -2 TABULATION OF BIDS CALL ORDER : K32 CONTRACT ID : C00098445N01 COUNTIES : ALLEGHANY LETTING DATE : 11/16/11 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) E078 |( 2 ) B1091 |( 3 ) R976 |ELDERLEE, INCORPORATED |BULLINGTON CONSTRUCTION, IN |RMD HOLDINGS, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13331 25.000 LF | 28.00000 700.00| 28.00000 700.00| 31.40000 785.00 RAD. GUARDRAIL GR-2 | | | 0110 13345 37.000 EA | 1950.00000 72150.00| 2040.00000 75480.00| 2310.00000 85470.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13383 10.000 EA | 1925.00000 19250.00| 2020.00000 20200.00| 2510.00000 25100.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 13384 4.000 EA | 705.00000 2820.00| 1160.00000 4640.00| 300.00000 1200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0140 13393 1.000 EA | 730.00000 730.00| 1160.00000 1160.00| 302.50000 302.50 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0150 13401 15.000 EA | 4525.00000 67875.00| 2100.00000 31500.00| 6462.50000 96937.50 NS GUARDRAIL GUARDRAIL BR-GR-20 TYPE I | | | 0160 13401 9.000 EA | 730.00000 6570.00| 1100.00000 9900.00| 832.50000 7492.50 NS GUARDRAIL GUARDRAIL BR-GR-20 TYPE II | | | 0170 13401 24.000 EA | 2270.00000 54480.00| 6500.00000 156000.00| 3830.00000 91920.00 NS GUARDRAIL GUARDRAIL HT CABLE BARRIER | | | END TERMINAL | | | 0180 13421 5425.000 LF | 22.00000 119350.00| 20.00000 108500.00| 26.04000 141267.00 MEDIAN BARRIER MB-3 | | | 0190 13479 24631.000 LF | 16.00000 394096.00| 22.00000 541882.00| 15.19000 374144.89 NS BARRIER BARRIER HT CABLE BARRIER | | | 0200 13601 1.000 EA | 10000.00000 10000.00| 10800.00000 10800.00| 11600.00000 11600.00 BULL NOSE BARRIER | | | 0210 13607 8.000 EA | 4000.00000 32000.00| 7300.00000 58400.00| 5630.00000 45040.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0220 23600 200.000 LF | 545.00000 109000.00| 419.00000 83800.00| 575.00000 115000.00 NS FENCE FENCE ROCK FENCE | | | 0230 24265 LUMP| 106300.00000 106300.00| 29500.00000 29500.00| 60200.00000 60200.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC I-64 EBL & WBL | | | 0240 24600 80937.000 LF | 1.75000 141639.75| 1.00000 80937.00| 1.70000 137592.90 REMOVE EXISTING GUARDRAIL | | | SECTION TOTALS | $ 2,940,146.75| $ 2,998,865.00| $ 3,393,895.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,940,146.75| $ 2,998,865.00| $ 3,393,895.54 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K33 -1 TABULATION OF BIDS CALL ORDER : K33 CONTRACT ID : C00099296N01 COUNTIES : WINDSON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 05/16/12 COMPLETION DATE PROJECT(S) : 0460-328-003, N501 FED # NONE CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIR FROM: 0.06 MILES EAST OF INTERSECTION OF ROUTE 1801 TO: 0.06 MILES EAST OF INTERSECTION OF ROUTE 603 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S837 J. SANDERS CONSTRUCTION CO. $ 388,609.50 100.0000% 2 C333 CURTIS CONTRACTING, INC. $ 572,562.77 147.3363% 3 B850 BRANSCOME INC. $ 599,367.91 154.2340% ==================================================================================================================================== |( 1 ) S837 |( 2 ) C333 |( 3 ) B850 |J. SANDERS CONSTRUCTION CO. |CURTIS CONTRACTING, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 30000.00000 30000.00| 43000.00000 43000.00| 29900.00000 29900.00 MOBILIZATION | | | 0020 00126 LUMP| 5000.00000 5000.00| 18730.51000 18730.51| 52000.00000 52000.00 EARTHWORK | | | 0030 10250 184.000 TON | 60.00000 11040.00| 125.01000 23001.84| 54.40000 10009.60 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0040 10625 6818.000 SY | 2.00000 13636.00| 7.19000 49021.42| 4.98000 33953.64 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0050 10985 455.000 SY | 200.00000 91000.00| 121.67000 55359.85| 218.44000 99390.20 NS HYDRAULIC CEM. CONC. HYDRAULIC CEM. | | | CONC. 12 INCHES | | | 0060 11070 240.000 LF | 3.00000 720.00| 12.67000 3040.80| 5.75000 1380.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 12600 388.000 LF | 55.00000 21340.00| 48.15000 18682.20| 17.25000 6693.00 STD. COMB. CURB & GUTTER CG-6 | | | 0080 12800 99.000 SY | 55.00000 5445.00| 126.71000 12544.29| 86.23000 8536.77 STD. GUTTER CG-8 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K33 -2 TABULATION OF BIDS CALL ORDER : K33 CONTRACT ID : C00099296N01 COUNTIES : WINDSON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) C333 |( 3 ) B850 |J. SANDERS CONSTRUCTION CO. |CURTIS CONTRACTING, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 12940 7.000 SY | 200.00000 1400.00| 158.39000 1108.73| 172.45000 1207.15 ENTRANCE GUTTER CG-9D | | | 0100 15301 110.000 SY | 220.00000 24200.00| 325.49000 35803.90| 207.83000 22861.30 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0110 16242 183.000 TON | 48.00000 8784.00| 55.52000 10160.16| 27.02000 4944.66 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0120 16340 852.000 TON | 98.00000 83496.00| 179.62000 153036.24| 138.84000 118291.68 ASPHALT CONCRETE TY. SM-9.5D | | | 0130 16392 9.000 TON | 150.00000 1350.00| 253.42000 2280.78| 228.39000 2055.51 ASPHALT CONCRETE TY. BM-25.0D | | | 0140 24265 LUMP| 35500.00000 35500.00| 59726.34000 59726.34| 139478.56000 139478.56 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 460, 603 & 610 | | | 0150 24279 2500.000 HR | 6.00000 15000.00| 12.67000 31675.00| 3.45000 8625.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0160 24420 362.000 SY | 20.00000 7240.00| 50.68000 18346.16| 37.79000 13679.98 DEMOLITION OF PAVEMENT (RIGID) | | | 0170 24430 123.000 SY | 10.00000 1230.00| 25.34000 3116.82| 27.13000 3336.99 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0180 24825 1.000 EA | 1000.00000 1000.00| 3801.29000 3801.29| 1379.61000 1379.61 NS MODIFY EXIST. MODIFY EXIST. DI TO | | | ACCECT UNDERDRAIN | | | 0190 27500 983.000 SY | 2.00000 1966.00| 3.59000 3528.97| 2.75000 2703.25 GEOTEXTILE FABRIC | | | 0200 51615 1401.000 LF | 2.50000 3502.50| 2.22000 3110.22| 2.56000 3586.56 14/1 ENCLOSED COND. CABLE | | | 0210 51912 500.000 LF | 11.00000 5500.00| 19.01000 9505.00| 21.99000 10995.00 SAW CUT 3/8" | | | 0220 51913 50.000 LF | 14.00000 700.00| 21.54000 1077.00| 24.92000 1246.00 SAWCUT 5/8" | | | 0230 54032 3820.000 LF | 0.75000 2865.00| 0.56000 2139.20| 0.69000 2635.80 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0240 54042 110.000 LF | 8.00000 880.00| 7.41000 815.10| 4.60000 506.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0250 54217 80.000 EA | 50.00000 4000.00| 28.83000 2306.40| 36.79000 2943.20 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 55587 2.000 EA | 1400.00000 2800.00| 1900.65000 3801.30| 2198.55000 4397.10 JUNCTION BOX JB-S2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K33 -3 TABULATION OF BIDS CALL ORDER : K33 CONTRACT ID : C00099296N01 COUNTIES : WINDSON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) C333 |( 3 ) B850 |J. SANDERS CONSTRUCTION CO. |CURTIS CONTRACTING, INC. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 56053 50.000 LF | 15.00000 750.00| 19.01000 950.50| 21.99000 1099.50 2" PVC CONDUIT | | | 0280 64036 435.000 LF | 19.00000 8265.00| 6.65000 2892.75| 26.51000 11531.85 PIPE UNDERDRAIN 6" | | | SECTION TOTALS | $ 388,609.50| $ 572,562.77| $ 599,367.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,609.50| $ 572,562.77| $ 599,367.91 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K38 -1 TABULATION OF BIDS CALL ORDER : K38 CONTRACT ID : C00101863N01 COUNTIES : CAROLINE SPOTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/15/13 COMPLETION DATE PROJECT(S) : (FO)0095-966-117,N501 FED # HSIP-095-2(516) CONTRACT DESCRIPTION: GUARDRAIL UPGRADE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L159 L. S. LEE, INC. $ 2,657,657.00 100.0000% 2 R975 RITE WAY FENCE, INC. $ 2,798,518.30 105.3002% 3 C611 J. FLETCHER CREAMER & SON, INC. $ 3,133,170.00 117.8922% 4 L002 THE LANE CONSTRUCTION CORPORATION $ 3,505,309.70 131.8947% 5 R976 RMD HOLDINGS, LTD. $ 3,680,416.00 138.4835% ==================================================================================================================================== |( 1 ) L159 |( 2 ) R975 |( 3 ) C611 |L. S. LEE, INC. |RITE WAY FENCE, INC. |J. FLETCHER CREAMER & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13310 902.000 LF | 65.00000 58630.00| 76.00000 68552.00| 65.00000 58630.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13312 13.000 EA | 1900.00000 24700.00| 2100.00000 27300.00| 1985.00000 25805.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 129.000 EA | 650.00000 83850.00| 650.00000 83850.00| 650.00000 83850.00 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 123390.000 LF | 15.70000 1937223.00| 16.30000 2011257.00| 17.70000 2184003.00 GUARDRAIL GR-2 | | | 0050 13322 2175.000 LF | 20.00000 43500.00| 20.00000 43500.00| 23.00000 50025.00 GUARDRAIL GR-2 8' POST | | | 0060 13345 51.000 EA | 2115.00000 107865.00| 2235.00000 113985.00| 2275.00000 116025.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13349 67.000 EA | 100.00000 6700.00| 325.00000 21775.00| 300.00000 20100.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0080 13385 5.000 EA | 1350.00000 6750.00| 2000.00000 10000.00| 1000.00000 5000.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K38 -2 TABULATION OF BIDS CALL ORDER : K38 CONTRACT ID : C00101863N01 COUNTIES : CAROLINE SPOTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R975 |( 3 ) C611 |L. S. LEE, INC. |RITE WAY FENCE, INC. |J. FLETCHER CREAMER & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13386 2.000 EA | 555.00000 1110.00| 1100.00000 2200.00| 355.00000 710.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0100 13392 1.000 EA | 2469.40000 2469.40| 1800.00000 1800.00| 1775.00000 1775.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0110 13393 1.000 EA | 1121.65000 1121.65| 850.00000 850.00| 200.00000 200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0120 13400 135.000 LF | 15.00000 2025.00| 12.00000 1620.00| 10.00000 1350.00 NS GUARDRAIL GUARDRAIL RUB RAIL | | | 0130 13400 3750.000 LF | 9.00000 33750.00| 10.00000 37500.00| 10.00000 37500.00 NS GUARDRAIL GUARDRAIL W-BEAM | | | 0140 13401 646.000 EA | 10.00000 6460.00| 7.00000 4522.00| 10.00000 6460.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD OR COMPOSITE) | | | 0150 13401 17.000 EA | 88.00000 1496.00| 80.00000 1360.00| 60.00000 1020.00 NS GUARDRAIL GUARDRAIL POST GR2 8' | | | 0160 13401 3.000 EA | 1300.00000 3900.00| 1100.00000 3300.00| 1300.00000 3900.00 NS GUARDRAIL GUARDRAIL REUSE TERMINAL | | | GR-9 | | | 0170 16242 1177.000 TON | 25.00000 29425.00| 30.00000 35310.00| 30.00000 35310.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0180 24272 590.000 HR | 10.00000 5900.00| 20.00000 11800.00| 35.00000 20650.00 TRUCK MOUNTED ATTENUATOR | | | 0190 24278 6316.000 DAY | 0.10000 631.60| 1.50000 9474.00| 0.50000 3158.00 GROUP 2 CHANNELIZING DEVICES | | | 0200 24279 590.000 HR | 10.00000 5900.00| 20.00000 11800.00| 10.00000 5900.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0210 24281 1484.000 HR | 3.00000 4452.00| 8.25000 12243.00| 5.00000 7420.00 ELECTRONIC ARROW | | | 0220 24600 84181.000 LF | 2.35000 197825.35| 1.20000 101017.20| 2.00000 168362.00 REMOVE EXISTING GUARDRAIL | | | 0230 24611 225.000 LF | 10.00000 2250.00| 11.00000 2475.00| 5.00000 1125.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL GR | | | 0240 24617 1125.000 LF | 13.00000 14625.00| 10.50000 11812.50| 4.00000 4500.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR | | | 0250 24640 46732.000 LF | 1.50000 70098.00| 3.30000 154215.60| 6.00000 280392.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | MACHINING SHOULDERS (GUARDRAIL) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K38 -3 TABULATION OF BIDS CALL ORDER : K38 CONTRACT ID : C00101863N01 COUNTIES : CAROLINE SPOTSYLVANIA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R975 |( 3 ) C611 |L. S. LEE, INC. |RITE WAY FENCE, INC. |J. FLETCHER CREAMER & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 49012 100.000 EA | 50.00000 5000.00| 150.00000 15000.00| 100.00000 10000.00 NS UTILITIES UTILITIES TEST PIT | | | SECTION TOTALS | $ 2,657,657.00| $ 2,798,518.30| $ 3,133,170.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,657,657.00| $ 2,798,518.30| $ 3,133,170.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K43 -1 TABULATION OF BIDS CALL ORDER : K43 CONTRACT ID : C00094109B42 COUNTIES : PATRICK LETTING DATE : 11/16/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 08/29/12 COMPLETION DATE PROJECT(S) : (NFO) 0626-070-648, B642 FED # BH-BR02(266) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT FROM: 1.35 MI. S. RTE. 697 TO: 1.05 MI. N. RTE. 58 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C1334 CROSSROADS BRIDGE INC $ 337,605.65 100.0000% 2 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 364,336.21 107.9177% 3 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 372,554.12 110.3519% 4 E155 ELK KNOB, INC. $ 394,346.13 116.8067% 5 H018 HAYMES BROTHERS, INC. $ 394,721.50 116.9179% ==================================================================================================================================== |( 1 ) C1334 |( 2 ) I943 |( 3 ) V037 |CROSSROADS BRIDGE INC. |INFRASTRUCTURE CORPORATION |JAMES R. VANNOY & SONS CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 30000.00000 30000.00| 42701.77000 42701.77| 43187.40000 43187.40 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 3972.26000 3972.26| 2530.00000 2530.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10128 272.000 TON | 26.50000 7208.00| 35.75000 9724.00| 37.07000 10083.04 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 81.000 TON | 200.00000 16200.00| 317.78000 25740.18| 182.85000 14810.85 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 13320 100.000 LF | 32.00000 3200.00| 23.83000 2383.00| 34.50000 3450.00 GUARDRAIL GR-2 | | | 0060 13345 2.000 EA | 2600.00000 5200.00| 2912.99000 5825.98| 2875.00000 5750.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13349 2.000 EA | 700.00000 1400.00| 397.23000 794.46| 747.50000 1495.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0080 13383 2.000 EA | 3000.00000 6000.00| 2581.97000 5163.94| 3220.00000 6440.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K43 -2 TABULATION OF BIDS CALL ORDER : K43 CONTRACT ID : C00094109B42 COUNTIES : PATRICK LETTING DATE : 11/16/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) I943 |( 3 ) V037 |CROSSROADS BRIDGE INC. |INFRASTRUCTURE CORPORATION |JAMES R. VANNOY & SONS CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24152 4.000 EA | 500.00000 2000.00| 397.23000 1588.92| 270.25000 1081.00 TYPE III BARRICADE 8' | | | 0100 24160 425.000 SF | 17.50000 7437.50| 11.92000 5066.00| 20.13000 8555.25 CONSTRUCTION SIGNS | | | 0110 24278 660.000 DAY | 1.00000 660.00| 0.60000 396.00| 1.15000 759.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 500.000 HR | 6.60000 3300.00| 9.93000 4965.00| 9.20000 4600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24282 480.000 HR | 16.00000 7680.00| 15.89000 7627.20| 24.15000 11592.00 FLAGGER SERVICE | | | 0140 24288 700.000 DAY | 3.25000 2275.00| 2.32000 1624.00| 0.49000 343.00 WARNING LIGHT TY. B | | | 0150 24297 48.000 LF | 60.00000 2880.00| 26.48000 1271.04| 31.14000 1494.72 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0160 24430 267.000 SY | 7.50000 2002.50| 5.96000 1591.32| 12.70000 3390.90 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0170 24600 175.000 LF | 3.00000 525.00| 2.32000 406.00| 3.45000 603.75 REMOVE EXISTING GUARDRAIL | | | 0180 24702 4.000 EA | 320.00000 1280.00| 331.02000 1324.08| 345.00000 1380.00 NS REMOVE EXIST. REMOVE EXIST FOA | | | 0190 24702 1.000 EA | 1100.00000 1100.00| 331.02000 331.02| 1150.00000 1150.00 NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERMINAL GR5 | | | 0200 27422 1.000 EA | 1500.00000 1500.00| 1191.68000 1191.68| 792.57000 792.57 DEWATERING BASIN | | | 0210 27430 65.000 CY | 0.01000 0.65| 26.48000 1721.20| 8.61000 559.65 SILTATION CONTROL EXCAVATION | | | 0220 27505 380.000 LF | 4.00000 1520.00| 2.98000 1132.40| 3.74000 1421.20 TEMP. SILT FENCE | | | 0230 50012 5.000 EA | 38.00000 190.00| 66.20000 331.00| 13.80000 69.00 ROAD EDGE DELINEATOR, ED-2 | | | 0240 50108 12.500 SF | 18.00000 225.00| 33.10000 413.75| 41.40000 517.50 SIGN PANEL | | | 0250 50204 24.000 LF | 4.25000 102.00| 13.24000 317.76| 6.90000 165.60 SIGN POST WOOD 4" X 4" | | | 0260 61683 6.000 EA | 18600.00000 111600.00| 19077.63000 114465.78| 20012.52000 120075.12 PRESTR. CONC. BOX BEAM 4' X 2'9" X | | | (+60'-65') | | | 0270 62535 2.000 EA | 18600.00000 37200.00| 20655.74000 41311.48| 19228.96000 38457.92 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE MOD. CONC.BOX BEAM | | | 4'X2'9"X(65'-70') | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K43 -3 TABULATION OF BIDS CALL ORDER : K43 CONTRACT ID : C00094109B42 COUNTIES : PATRICK LETTING DATE : 11/16/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) I943 |( 3 ) V037 |CROSSROADS BRIDGE INC. |INFRASTRUCTURE CORPORATION |JAMES R. VANNOY & SONS CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 68021 137.000 LF | 200.00000 27400.00| 125.79000 17233.23| 172.75000 23666.75 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0290 68101 240.000 LB | 6.50000 1560.00| 2.45000 588.00| 9.73000 2335.20 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0300 68900 LUMP| 25000.00000 25000.00| 38848.68000 38848.68| 35032.04000 35032.04 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6028 | | | 0310 69011 27.000 CY | 40.00000 1080.00| 26.48000 714.96| 49.41000 1334.07 STRUCTURE EXCAVATION | | | 0320 69500 14.000 SY | 520.00000 7280.00| 860.66000 12049.24| 937.30000 13122.20 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0330 69620 1.000 EA | 11000.00000 11000.00| 7283.80000 7283.80| 7036.23000 7036.23 COFFERDAM | | | 0340 69900 4.000 CY | 1650.00000 6600.00| 1059.27000 4237.08| 1318.29000 5273.16 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONCRETE CLASS A3 (HES) | | | SECTION TOTALS | $ 337,605.65| $ 364,336.21| $ 372,554.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 337,605.65| $ 364,336.21| $ 372,554.12 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K45 -1 TABULATION OF BIDS CALL ORDER : K45 CONTRACT ID : C00097844N01 COUNTIES : NORTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/12 COMPLETION DATE PROJECT(S) : (NFO)U000-146-S15,N501 FED # STP-097-1(071) CONTRACT DESCRIPTION: CONSTRUCT RIGHT TURN LANES FROM: 0.10 MI. E. ALT. RTE. 58 TO: 0.10 MI. N. ALT. RTE. 58 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 208,831.09 100.0000% 2 E155 ELK KNOB, INC. $ 208,991.32 100.0767% 3 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 228,965.45 109.6415% 4 N999 NEW LOOK CONSTRUCTION LLC $ 249,636.40 119.5399% ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, 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| 20100.00000 20100.00| 16000.00000 16000.00| 14600.00000 14600.00 MOBILIZATION | | | 0020 00125 LUMP| 25000.00000 25000.00| 29000.00000 29000.00| 34000.00000 34000.00 GRADING | | | 0030 10065 138.000 TON | 34.00000 4692.00| 22.00000 3036.00| 27.85000 3843.30 AGGR. MATL. NO. 1 | | | 0040 10128 554.000 TON | 23.00000 12742.00| 21.00000 11634.00| 27.85000 15428.90 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10598 169.000 TON | 105.40000 17812.60| 115.94000 19593.86| 115.94000 19593.86 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | IM-19.0E (76-22) | | | 0060 10642 485.000 TON | 89.95000 43625.75| 98.95000 47990.75| 98.95000 47990.75 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 13320 251.000 LF | 17.47000 4384.97| 28.55000 7166.05| 25.00000 6275.00 GUARDRAIL GR-2 | | | 0080 13331 125.000 LF | 19.35000 2418.75| 33.00000 4125.00| 35.00000 4375.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K45 -2 TABULATION OF BIDS CALL ORDER : K45 CONTRACT ID : C00097844N01 COUNTIES : NORTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 2.000 EA | 2365.00000 4730.00| 3304.71000 6609.42| 3300.00000 6600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 16360 122.000 TON | 118.65000 14475.30| 130.52000 15923.44| 130.52000 15923.44 ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0110 24160 712.000 SF | 14.75000 10502.00| 18.00000 12816.00| 24.00000 17088.00 CONSTRUCTION SIGNS | | | 0120 24272 200.000 HR | 15.00000 3000.00| 25.00000 5000.00| 35.00000 7000.00 TRUCK MOUNTED ATTENUATOR | | | 0130 24278 340.000 DAY | 1.25000 425.00| 1.00000 340.00| 5.00000 1700.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 400.000 HR | 8.00000 3200.00| 10.00000 4000.00| 12.00000 4800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24281 200.000 HR | 9.25000 1850.00| 5.00000 1000.00| 12.00000 2400.00 ELECTRONIC ARROW | | | 0160 24282 100.000 HR | 23.70000 2370.00| 15.00000 1500.00| 20.00000 2000.00 FLAGGER SERVICE | | | 0170 24600 476.000 LF | 2.50000 1190.00| 1.69000 804.44| 5.00000 2380.00 REMOVE EXISTING GUARDRAIL | | | 0180 26271 159.000 TON | 36.20000 5755.80| 28.00000 4452.00| 34.00000 5406.00 NS DRY RIPRAP DRY RIPRAP CL. I (VAR. | | | DEPTH) | | | 0190 27102 154.000 LB | 7.80000 1201.20| 7.98000 1228.92| 10.00000 1540.00 REGULAR SEED | | | 0200 27103 96.000 LB | 7.80000 748.80| 7.98000 766.08| 10.00000 960.00 OVERSEEDING | | | 0210 27104 26.000 LB | 21.50000 559.00| 22.00000 572.00| 22.00000 572.00 LEGUME SEED | | | 0220 27105 16.000 LB | 21.50000 344.00| 22.00000 352.00| 22.00000 352.00 LEGUME OVERSEEDING | | | 0230 27215 0.230 TON | 975.00000 224.25| 990.00000 227.70| 990.00000 227.70 FERTILIZER(15-30-15) | | | 0240 27250 3.040 TON | 150.50000 457.52| 154.00000 468.16| 175.00000 532.00 LIME | | | 0250 27415 16.000 EA | 240.00000 3840.00| 300.00000 4800.00| 225.00000 3600.00 CHECK DAM(ROCK) TY. II | | | 0260 27430 110.000 CY | 3.00000 330.00| 0.10000 11.00| 5.00000 550.00 SILTATION CONTROL EXCAVATION | | | 0270 27505 635.000 LF | 2.95000 1873.25| 3.00000 1905.00| 3.00000 1905.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : K45 -3 TABULATION OF BIDS CALL ORDER : K45 CONTRACT ID : C00097844N01 COUNTIES : NORTON LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 50108 50.000 SF | 59.70000 2985.00| 25.00000 1250.00| 20.00000 1000.00 SIGN PANEL | | | 0290 50402 84.000 LF | 134.35000 11285.40| 25.00000 2100.00| 5.00000 420.00 SIGN POST STEEL 3" | | | 0300 54032 950.000 LF | 1.35000 1282.50| 1.38000 1311.00| 2.25000 2137.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0310 54042 36.000 LF | 15.00000 540.00| 13.75000 495.00| 17.50000 630.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0320 54217 10.000 EA | 134.00000 1340.00| 55.00000 550.00| 75.00000 750.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0330 54300 6.000 EA | 376.00000 2256.00| 176.00000 1056.00| 210.00000 1260.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0340 54310 3.000 EA | 430.00000 1290.00| 302.50000 907.50| 375.00000 1125.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | SECTION TOTALS | $ 208,831.09| $ 208,991.32| $ 228,965.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 208,831.09| $ 208,991.32| $ 228,965.45 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R63 -1 TABULATION OF BIDS CALL ORDER : R63 CONTRACT ID : C00101123N01 COUNTIES : BUCHANAN LETTING DATE : 11/16/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : 0745-013-R53,N501 FED # NONE 0675-013-R54,N501 FED # NONE 0616-013-R55,N501 FED # NONE OTHERS CONTRACT DESCRIPTION: PLANT MIX VARIOUS LOCATIONS IN BUCHANAN CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,306,657.29 100.0000% ==================================================================================================================================== |( 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 10628 1955.000 SY | 6.83000 13352.65| | FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0020 16242 4675.000 TON | 27.81000 130011.75| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0030 16362 19979.000 TON | 105.81000 2113977.99| | ASPHALT CONCRETE TY. SM-19.0A | | | 0040 24265 LUMP| 34092.66000 34092.66| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ENTIRE PROJECT | | | 0050 54020 49104.000 LF | 0.31000 15222.24| | TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 2,306,657.29| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,306,657.29| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -1 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/14/12 COMPLETION DATE PROJECT(S) : GR9A-96A-087,N501 FED # STP-96A-9(124) GR9A-96A-087,N501 FED # STP-96A-9(124) GR9A-96A-087,N501 FED # STP-96A-9(124) CONTRACT DESCRIPTION: NOVA PRIMARY SYSTEM GUARDRAIL UPGRADES DISTRICT-WIDE FROM: VARIOUS DISTRICT-WIDE PRIMARY LOCATIONS TO: VARIOUS DISTRICT-WIDE PRIMARY LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L159 L. S. LEE, INC. $ 2,336,530.70 100.0000% 2 R976 RMD HOLDINGS, LTD. $ 2,935,831.80 125.6492% 3 L002 THE LANE CONSTRUCTION CORPORATION $ 3,564,424.50 152.5520% ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS PM-9V-10 | | | 0010 00122 26053.000 LF | 3.00000 78159.00| 4.50000 117238.50| 8.00000 208424.00 NS GRADING GRADING GRADING/SHOULDER | | | RESTORATION | | | 0020 11070 5.000 LF | 60.00000 300.00| 100.00000 500.00| 150.00000 750.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | SAW CUT | | | 0030 12025 20.000 LF | 85.00000 1700.00| 50.00000 1000.00| 150.00000 3000.00 NS CURB CURB CURB TRANSITIONING | | | EXISTING TO PROPOSED | | | 0040 12030 163.000 LF | 70.00000 11410.00| 35.00000 5705.00| 150.00000 24450.00 STD. CURB CG-3 | | | 0050 12322 5.000 LF | 325.00000 1625.00| 125.00000 625.00| 800.00000 4000.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0060 12505 1.000 TON | 450.00000 450.00| 400.00000 400.00| 800.00000 800.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -2 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 12700 195.000 LF | 70.00000 13650.00| 28.00000 5460.00| 150.00000 29250.00 STD. COMB. CURB & GUTTER CG-7 | | | 0080 13310 38.000 LF | 100.00000 3800.00| 50.00000 1900.00| 185.00000 7030.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0090 13312 13.000 EA | 2400.00000 31200.00| 2500.00000 32500.00| 2700.00000 35100.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0100 13315 122.000 EA | 700.00000 85400.00| 800.00000 97600.00| 980.00000 119560.00 GUARDRAIL TERMINAL GR-11 | | | 0110 13320 15418.000 LF | 18.50000 285233.00| 19.10000 294483.80| 24.25000 373886.50 GUARDRAIL GR-2 | | | 0120 13323 2850.000 LF | 28.00000 79800.00| 28.00000 79800.00| 40.00000 114000.00 GUARDRAIL GR-2A | | | 0130 13331 213.000 LF | 26.40000 5623.20| 28.00000 5964.00| 30.00000 6390.00 RAD. GUARDRAIL GR-2 | | | 0140 13333 100.000 LF | 39.50000 3950.00| 35.00000 3500.00| 46.50000 4650.00 RAD. GUARDRAIL GR-2A | | | 0150 13345 126.000 EA | 2600.00000 327600.00| 2500.00000 315000.00| 2825.00000 355950.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13346 108.000 EA | 100.00000 10800.00| 400.00000 43200.00| 440.00000 47520.00 REMOVE GR-7 TERMINAL | | | 0170 13349 151.000 EA | 100.00000 15100.00| 750.00000 113250.00| 500.00000 75500.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0180 13355 388.000 LF | 28.00000 10864.00| 26.50000 10282.00| 45.00000 17460.00 GUARDRAIL GR-10 | | | 0190 13375 100.000 LF | 120.00000 12000.00| 95.00000 9500.00| 120.00000 12000.00 RAILING, TEXAS T-6 | | | 0200 13383 9.000 EA | 1900.00000 17100.00| 1800.00000 16200.00| 2700.00000 24300.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0210 13384 1.000 EA | 500.00000 500.00| 400.00000 400.00| 1000.00000 1000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0220 13385 2.000 EA | 1200.00000 2400.00| 1200.00000 2400.00| 2900.00000 5800.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0230 13392 55.000 EA | 1965.00000 108075.00| 1861.00000 102355.00| 1315.00000 72325.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0240 13393 24.000 EA | 500.00000 12000.00| 240.00000 5760.00| 686.00000 16464.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0250 13400 75.000 LF | 20.00000 1500.00| 20.00000 1500.00| 19.00000 1425.00 NS GUARDRAIL GUARDRAIL BEAM (POWDER | | | COATED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -3 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13400 1075.000 LF | 30.00000 32250.00| 40.00000 43000.00| 33.00000 35475.00 NS GUARDRAIL GUARDRAIL GR-2 (POWDER | | | COATED) | | | 0270 13400 192.000 LF | 36.50000 7008.00| 42.00000 8064.00| 41.00000 7872.00 NS GUARDRAIL GUARDRAIL GR-2, 8' POST | | | (POWDER COATED) | | | 0280 13400 350.000 LF | 47.00000 16450.00| 55.00000 19250.00| 59.00000 20650.00 NS GUARDRAIL GUARDRAIL GR-2A (POWDER | | | COATED) | | | 0290 13400 75.000 LF | 10.00000 750.00| 20.00000 1500.00| 8.00000 600.00 NS GUARDRAIL GUARDRAIL HANG EXISTING | | | GUARDRAIL BEAM | | | 0300 13400 38.000 LF | 55.50000 2109.00| 75.00000 2850.00| 42.00000 1596.00 NS GUARDRAIL GUARDRAIL RADIAL GR-2A | | | (POWDER COATED) | | | 0310 13400 150.000 LF | 150.00000 22500.00| 125.00000 18750.00| 168.00000 25200.00 NS GUARDRAIL GUARDRAIL RAILING TEXAS | | | T-6 (POWDER COATED) | | | 0320 13401 14.000 EA | 3400.00000 47600.00| 3750.00000 52500.00| 4165.00000 58310.00 NS GUARDRAIL GUARDRAIL A/ B CABLE | | | TERMINAL GR-9 (POWDER COATED) | | | 0330 13401 6.000 EA | 9700.00000 58200.00| 9800.00000 58800.00| 12000.00000 72000.00 NS GUARDRAIL GUARDRAIL BARRIER BULL | | | NOSE, SPECIAL DESIGN | | | 0340 13401 5.000 EA | 150.00000 750.00| 200.00000 1000.00| 633.00000 3165.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-9 | | | 0350 13401 1.000 EA | 900.00000 900.00| 300.00000 300.00| 478.00000 478.00 NS GUARDRAIL GUARDRAIL EXTRUDER | | | ASSEMBLY GR-7 | | | 0360 13401 2.000 EA | 900.00000 1800.00| 1250.00000 2500.00| 1445.00000 2890.00 NS GUARDRAIL GUARDRAIL EXTRUDER HEAD | | | GR-9 | | | 0370 13401 2227.000 EA | 15.00000 33405.00| 12.00000 26724.00| 12.00000 26724.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/COMPOSITE) | | | 0380 13401 2.000 EA | 500.00000 1000.00| 1000.00000 2000.00| 872.00000 1744.00 NS GUARDRAIL GUARDRAIL RE-TENSION CABLE | | | 0390 13401 6.000 EA | 500.00000 3000.00| 1100.00000 6600.00| 1100.00000 6600.00 NS GUARDRAIL GUARDRAIL REUSE EXISTING | | | TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -4 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 13401 41.000 EA | 1100.00000 45100.00| 1400.00000 57400.00| 2000.00000 82000.00 NS GUARDRAIL GUARDRAIL REUSE EXISTING | | | TERMINAL GR-9 | | | 0410 13401 4.000 EA | 6200.00000 24800.00| 3000.00000 12000.00| 6800.00000 27200.00 NS GUARDRAIL GUARDRAIL SPEC. DESIGN FOA | | | BR-GR-3 TY.I (P. COATD) | | | 0420 13401 1.000 EA | 2300.00000 2300.00| 3000.00000 3000.00| 4650.00000 4650.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-12 TY. I | | | 0430 13401 2.000 EA | 2300.00000 4600.00| 3000.00000 6000.00| 1468.00000 2936.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-17D TYPE I | | | 0440 13401 2.000 EA | 900.00000 1800.00| 3000.00000 6000.00| 1625.00000 3250.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-17D TYPE II | | | 0450 13401 4.000 EA | 4500.00000 18000.00| 3000.00000 12000.00| 1938.00000 7752.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-3 TYPE I | | | 0460 13401 1.000 EA | 675.00000 675.00| 1500.00000 1500.00| 1300.00000 1300.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-31 TY. II | | | 0470 13401 1.000 EA | 3850.00000 3850.00| 3000.00000 3000.00| 1900.00000 1900.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-4 TY. I | | | 0480 13401 7.000 EA | 4500.00000 31500.00| 4800.00000 33600.00| 5900.00000 41300.00 NS GUARDRAIL GUARDRAIL TERMINAL CAT-350 | | | 0490 13401 2.000 EA | 1200.00000 2400.00| 1000.00000 2000.00| 1150.00000 2300.00 NS GUARDRAIL GUARDRAIL TERMINAL GR-11 | | | (POWDER COATED) | | | 0500 13401 2.000 EA | 2800.00000 5600.00| 3000.00000 6000.00| 4000.00000 8000.00 NS GUARDRAIL GUARDRAIL TERMINAL GR-7 | | | (NCHRP 350) (POWDER COATD) | | | 0510 13421 850.000 LF | 25.50000 21675.00| 35.00000 29750.00| 34.50000 29325.00 MEDIAN BARRIER MB-3 | | | 0520 13462 100.000 LF | 200.00000 20000.00| 100.00000 10000.00| 82.00000 8200.00 MEDIAN BARRIER MB-7F | | | 0530 16242 2495.000 TON | 35.00000 87325.00| 55.00000 137225.00| 32.00000 79840.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -5 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 17323 3675.000 LF | 15.00000 55125.00| 10.90000 40057.50| 11.00000 40425.00 GUARDRAIL BEAM | | | 0550 17325 25.000 LF | 30.00000 750.00| 16.00000 400.00| 41.00000 1025.00 RADIAL GUARDRAIL BEAM | | | 0560 17327 15.000 LF | 40.00000 600.00| 30.00000 450.00| 42.00000 630.00 RUB RAIL | | | 0570 17329 10.000 EA | 65.00000 650.00| 200.00000 2000.00| 110.00000 1100.00 POST (WOOD, CONC., OR STEEL) | | | 0580 17341 46.000 EA | 5.00000 230.00| 40.00000 1840.00| 51.00000 2346.00 REALIGN POST | | | 0590 17348 1.000 EA | 150.00000 150.00| 250.00000 250.00| 690.00000 690.00 BREAKAWAY POST GR-7 | | | 0600 17351 2.000 EA | 200.00000 400.00| 700.00000 1400.00| 322.00000 644.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0610 17451 847.000 EA | 8.00000 6776.00| 5.00000 4235.00| 24.00000 20328.00 GUARDRAIL DELINEATOR | | | 0620 24272 3850.000 HR | 10.00000 38500.00| 30.00000 115500.00| 20.00000 77000.00 TRUCK MOUNTED ATTENUATOR | | | 0630 24278 4000.000 DAY | 1.00000 4000.00| 1.00000 4000.00| 2.00000 8000.00 GROUP 2 CHANNELIZING DEVICES | | | 0640 24279 2500.000 HR | 20.00000 50000.00| 20.00000 50000.00| 15.00000 37500.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0650 24281 3850.000 HR | 3.00000 11550.00| 10.00000 38500.00| 4.00000 15400.00 ELECTRONIC ARROW | | | 0660 24282 2000.000 HR | 22.00000 44000.00| 22.00000 44000.00| 55.00000 110000.00 FLAGGER SERVICE | | | 0670 24501 425.000 LF | 35.00000 14875.00| 20.00000 8500.00| 50.00000 21250.00 NS REMOVE EXIST. REMOVE EXIST. CURB AND | | | GUTTER | | | 0680 24601 65748.000 LF | 2.50000 164370.00| 2.50000 164370.00| 2.25000 147933.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE GUARDRAIL | | | 0690 24611 40556.000 LF | 5.50000 223058.00| 8.00000 324448.00| 17.00000 689452.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET GUARDRAIL | | | 0700 24615 63.000 LF | 25.00000 1575.00| 1200.00000 75600.00| 120.00000 7560.00 NS REUSE GUARDRAIL TERMINAL GR-6 REUSE | | | GUARDRAIL TERMINAL GR-6 REUSE GUARDRAIL | | | TERMINAL GR-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -6 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 24616 18.000 EA | 1000.00000 18000.00| 1000.00000 18000.00| 1420.00000 25560.00 NS REUSE GUARDRAIL TERMINAL GR-7 REUSE | | | GR TERMINAL GR-7 REUSE GUARDRAIL | | | TERMINAL GR-7 | | | 0720 24617 850.000 LF | 12.85000 10922.50| 8.50000 7225.00| 16.00000 13600.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 0730 24702 4.000 EA | 350.00000 1400.00| 1000.00000 4000.00| 328.00000 1312.00 NS REMOVE EXIST. REMOVE EXIST EXISTING | | | GR-8 ANCHOR SYSTEM | | | 0740 24702 102.000 EA | 100.00000 10200.00| 500.00000 51000.00| 435.00000 44370.00 NS REMOVE EXIST. REMOVE EXIST REMOVE FO | | | 0750 24702 58.000 EA | 100.00000 5800.00| 1000.00000 58000.00| 290.00000 16820.00 NS REMOVE EXIST. REMOVE EXIST REMOVE | | | GR-9 TERMINAL | | | 0760 24702 3.000 EA | 100.00000 300.00| 1000.00000 3000.00| 900.00000 2700.00 NS REMOVE EXIST. REMOVE EXIST REMOVE | | | SAND-FILLED CRASH CUSHION ARRAY | | | 0770 24703 392.000 LF | 4.00000 1568.00| 10.00000 3920.00| 34.00000 13328.00 NS REMOVE EXIST REMOVE EXIST. REMOVE | | | GR-6 TERMINAL | | | 0780 24740 75.000 CY | 450.00000 33750.00| 200.00000 15000.00| 1100.00000 82500.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | RECONST EXIST, RESTORE ASPHALT PAVEMENT | | | 0790 27505 250.000 LF | 8.00000 2000.00| 3.00000 750.00| 10.00000 2500.00 TEMP. SILT FENCE | | | 0800 27506 100.000 LF | 10.00000 1000.00| 6.00000 600.00| 10.00000 1000.00 TEMP. FILTER BARRIER | | | 0810 49012 50.000 EA | 100.00000 5000.00| 1000.00000 50000.00| 300.00000 15000.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (NON-PAVED AREAS) | | | 0820 49012 5.000 EA | 200.00000 1000.00| 1500.00000 7500.00| 2400.00000 12000.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (PAVED AREAS) | | | 0830 50902 9.000 EA | 30.00000 270.00| 100.00000 900.00| 80.00000 720.00 NS TRAFFIC SIGN TRAFFIC SIGN END | | | SECTION REFLECTIVE SHEETING | | | 0840 50902 3.000 EA | 150.00000 450.00| 100.00000 300.00| 80.00000 240.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXISTING MAILBOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/11/12 PAGE : R65 -7 TABULATION OF BIDS CALL ORDER : R65 CONTRACT ID : C00097599N01 COUNTIES : NORTHERN VA LETTING DATE : 11/16/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) R976 |( 3 ) L002 |L. S. LEE, INC. |RMD HOLDINGS, LTD. |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 54032 400.000 LF | 25.00000 10000.00| 20.00000 8000.00| 50.00000 20000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0860 54042 45.000 LF | 15.00000 675.00| 50.00000 2250.00| 160.00000 7200.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 2,336,530.70| $ 2,935,831.80| $ 3,564,424.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,336,530.70| $ 2,935,831.80| $ 3,564,424.50 ====================================================================================================================================