BID TABULATIONS February 23, 2007 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following projects have been rejected: ORDER NO. PROJECT J71 0043-162-101,C501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 207 -1 TABULATION OF BIDS CALL ORDER : 207 CONTRACT ID : CM207PMA39635 COUNTIES : SALEM LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/01/07 COMPLETION DATE PROJECT(S) : PM-2A-07 FED # NONE PM-2A-07 FED # NONE PM-2A-07 FED # NONE OTHERS CONTRACT DESCRIPTION: ASPHALT PLANT MIX - CARROLL CO. PRIMARY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 4,926,341.50 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16242 3379.000 TON | 29.37000 99241.23| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16325 18280.000 TON | 60.64000 1108499.20| | NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-9.5D(HR) | | | 0030 16335 33470.000 TON | 59.60000 1994812.00| | ASPHALT CONCRETE TY. SM-9.5A | | | 0040 16340 12621.000 TON | 62.38000 787297.98| | ASPHALT CONCRETE TY. SM-9.5D | | | 0050 16370 628.000 TON | 82.77000 51979.56| | ASPHALT CONCRETE TY. IM-19.0D | | | 0060 16375 4409.000 TON | 54.13000 238659.17| | ASPHALT CONCRETE TY. BM-25.0 | | | 0070 16376 3438.000 TON | 54.34000 186820.92| | ASPH. CONC. TY. BM-25.0T (TRENCHING) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 207 -2 TABULATION OF BIDS CALL ORDER : 207 CONTRACT ID : CM207PMA39635 COUNTIES : SALEM LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 16386 160526.000 SY | 1.38000 221525.88| | FLEXIBLE PAVEMENT PLANING | | | 0090 24160 480.000 SF | 10.00000 4800.00| | CONSTRUCTION SIGNS | | | 0100 51615 1710.000 LF | 3.03000 5181.30| | 14/1 ENCLOSED COND. CABLE | | | 0110 51911 510.000 LF | 22.00000 11220.00| | NS SAW CUT SAW CUT 3/8" | | | 0120 51911 125.000 LF | 25.85000 3231.25| | NS SAW CUT SAW CUT 5/8" | | | 0130 54020 60250.000 LF | 0.22000 13255.00| | TYPE A PAVEMENT LINE MARKING 4" | | | 0140 54031 23.000 MI | 200.00000 4600.00| | PAVEMENT DOTTING | | | 0150 54049 374999.000 LF | 0.39000 146249.61| | TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0160 54051 6340.000 LF | 0.75000 4755.00| | TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0170 54217 1914.000 EA | 23.10000 44213.40| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 4,926,341.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,926,341.50| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 208 -1 TABULATION OF BIDS CALL ORDER : 208 CONTRACT ID : CM207PMK39617 COUNTIES : BOTETOURT ROANOKE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 FRANKLIN CONTRACT TIME : 12/01/07 COMPLETION DATE PROJECT(S) : PM-2K-07 FED # NONE PM-2K-07 FED # NONE PM-2K-07 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SCHEDULE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 2,893,949.48 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1149.000 TON | 28.59000 32849.91| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16325 929.000 TON | 74.06000 68801.74| | NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | BM-25.0(M) | | | 0030 16340 25009.000 TON | 63.57000 1589822.13| | ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16370 3578.000 TON | 61.83000 221227.74| | ASPHALT CONCRETE TY. IM-19.0D | | | 0050 16375 3297.000 TON | 59.88000 197424.36| | ASPHALT CONCRETE TY. BM-25.0 | | | 0060 16376 5468.000 TON | 55.92000 305770.56| | ASPH. CONC. TY. BM-25.0T (TRENCHING) | | | 0070 16386 255837.000 SY | 1.21000 309562.77| | FLEXIBLE PAVEMENT PLANING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 208 -2 TABULATION OF BIDS CALL ORDER : 208 CONTRACT ID : CM207PMK39617 COUNTIES : BOTETOURT ROANOKE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 FRANKLIN SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24160 480.000 SF | 10.00000 4800.00| | CONSTRUCTION SIGNS | | | 0090 51615 2557.000 LF | 3.03000 7747.71| | 14/1 ENCLOSED COND. CABLE | | | 0100 51911 798.000 LF | 22.00000 17556.00| | NS SAW CUT SAW CUT 3/8" | | | 0110 51911 175.000 LF | 25.85000 4523.75| | NS SAW CUT SAW CUT 5/8" | | | 0120 54031 18.000 MI | 200.00000 3600.00| | PAVEMENT DOTTING | | | 0130 54049 177218.000 LF | 0.37000 65570.66| | TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0140 54050 74505.000 LF | 0.56000 41722.80| | TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0150 54051 4800.000 LF | 0.75000 3600.00| | TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0160 54217 819.000 EA | 23.65000 19369.35| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 2,893,949.48| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,893,949.48| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 209 -1 TABULATION OF BIDS CALL ORDER : 209 CONTRACT ID : CM207PMF39716 COUNTIES : HENRY LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 PATRICK CONTRACT TIME : 12/01/07 COMPLETION DATE PROJECT(S) : PM-2F-07 FED # NONE PM-2F-07 FED # NONE CONTRACT DESCRIPTION: PLANT MIX SCHEDULE - MARTINSVILLE RESIDENCY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F015 ROY N. FORD COMPANY, INCORPORATED $ 1,182,312.90 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 1,232,648.99 104.2574% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,341,918.19 113.4994% ==================================================================================================================================== |( 1 ) F015 |( 2 ) A006 |( 3 ) W048 |ROY N. FORD COMPANY, INCORP |ADAMS CONSTRUCTION COMPANY |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16242 1838.000 TON | 26.00000 47788.00| 28.76000 52860.88| 33.40000 61389.20 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16340 14151.000 TON | 52.25000 739389.75| 54.46000 770663.46| 61.90000 875946.90 ASPHALT CONCRETE TY. SM-9.5D | | | 0030 16342 495.000 TON | 54.80000 27126.00| 62.67000 31021.65| 77.35000 38288.25 ASPH. CONC. TY. SM-9.5DSL (SPOT LEVEL) | | | 0040 16370 3090.000 TON | 50.20000 155118.00| 61.56000 190220.40| 66.45000 205330.50 ASPHALT CONCRETE TY. IM-19.0D | | | 0050 16386 57481.000 SY | 1.55000 89095.55| 1.40000 80473.40| 0.80000 45984.80 FLEXIBLE PAVEMENT PLANING | | | 0060 24160 480.000 SF | 12.00000 5760.00| 1.00000 480.00| 8.00000 3840.00 CONSTRUCTION SIGNS | | | 0070 51615 600.000 LF | 3.05000 1830.00| 2.78000 1668.00| 2.95000 1770.00 14/1 ENCLOSED COND. CABLE | | | 0080 51911 150.000 LF | 22.50000 3375.00| 20.20000 3030.00| 22.00000 3300.00 NS SAW CUT SAW CUT 3/8" DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 209 -2 TABULATION OF BIDS CALL ORDER : 209 CONTRACT ID : CM207PMF39716 COUNTIES : HENRY LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 PATRICK SET-ASIDE : ==================================================================================================================================== |( 1 ) F015 |( 2 ) A006 |( 3 ) W048 |ROY N. FORD COMPANY, INCORP |ADAMS CONSTRUCTION COMPANY |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 51911 50.000 LF | 26.70000 1335.00| 23.74000 1187.00| 26.00000 1300.00 NS SAW CUT SAW CUT 5/8" DEPTH | | | 0100 54031 8.000 MI | 150.00000 1200.00| 150.00000 1200.00| 160.00000 1280.00 PAVEMENT DOTTING | | | 0110 54049 196242.000 LF | 0.40000 78496.80| 0.36000 70647.12| 0.37000 72609.54 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0120 54217 1314.000 EA | 24.20000 31798.80| 22.22000 29197.08| 23.50000 30879.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 1,182,312.90| $ 1,232,648.99| $ 1,341,918.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,182,312.90| $ 1,232,648.99| $ 1,341,918.19 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 210 -1 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : CM207PML39611 COUNTIES : BEDFORD LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/01/07 COMPLETION DATE PROJECT(S) : PM-2L-07 FED # NONE PM-2L-07 FED # NONE CONTRACT DESCRIPTION: ASPHALT PLANT MIX - BEDFORD COUNTY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 1,256,879.26 100.0000% 2 T006 MARVIN V. TEMPLETON & SONS, INC. $ 1,288,997.98 102.5554% ==================================================================================================================================== |( 1 ) A006 |( 2 ) T006 |( ) |ADAMS CONSTRUCTION COMPANY |MARVIN V. TEMPLETON & SONS, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16242 1922.000 TON | 20.44000 39285.68| 20.65000 39689.30| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 3554.000 TON | 48.99000 174110.46| 56.75000 201689.50| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 10644.000 TON | 54.88000 584142.72| 53.05000 564664.20| ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16370 4285.000 TON | 52.56000 225219.60| 51.50000 220677.50| ASPHALT CONCRETE TY. IM-19.0D | | | 0050 16376 1742.000 TON | 49.49000 86211.58| 55.95000 97464.90| ASPH. CONC. TY. BM-25.0T (TRENCHING) | | | 0060 16386 78754.000 SY | 0.83000 65365.82| 0.97000 76391.38| FLEXIBLE PAVEMENT PLANING | | | 0070 24160 480.000 SF | 1.00000 480.00| 5.00000 2400.00| CONSTRUCTION SIGNS | | | 0080 54020 65664.000 LF | 0.15000 9849.60| 0.15000 9849.60| TYPE A PAVEMENT LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : 210 -2 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : CM207PML39611 COUNTIES : BEDFORD LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( 2 ) T006 |( ) |ADAMS CONSTRUCTION COMPANY |MARVIN V. TEMPLETON & SONS, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54031 7.000 MI | 150.00000 1050.00| 175.00000 1225.00| PAVEMENT DOTTING | | | 0100 54049 77464.000 LF | 0.30000 23239.20| 0.32000 24788.48| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0110 54051 37692.000 LF | 0.59000 22238.28| 0.61000 22992.12| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0120 54217 1156.000 EA | 22.22000 25686.32| 23.50000 27166.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 1,256,879.26| $ 1,288,997.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,256,879.26| $ 1,288,997.98| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/09/07 PAGE : 711 -1 TABULATION OF BIDS CALL ORDER : 711 CONTRACT ID : CM707PMD39674 COUNTIES : FAUQUIER RAPPAHANNOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/01/07 COMPLETION DATE PROJECT(S) : PM-7D-07 FED # NONE PM-7D-07 FED # NONE PM-7D-07 FED # NONE OTHERS CONTRACT DESCRIPTION: WARRENTON RESIDENCY PLANT MIX RESIDENCY WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 4,236,300.53 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 4,423,858.20 104.4274% 3 B042 JULIUS BRANSCOME, INC. $ 4,689,185.47 110.6906% ==================================================================================================================================== |( 1 ) S066 |( 2 ) C224 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORA |JULIUS 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 16242 8825.000 TON | 26.00000 229450.00| 22.00000 194150.00| 19.10000 168557.50 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 21268.000 TON | 53.65000 1141028.20| 54.50000 1159106.00| 64.71000 1376252.28 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 9287.000 TON | 54.10000 502426.70| 56.00000 520072.00| 59.30000 550719.10 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16350 18003.000 TON | 52.60000 946957.80| 54.00000 972162.00| 60.90000 1096382.70 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 16365 2509.000 TON | 52.25000 131095.25| 53.00000 132977.00| 56.37000 141432.33 ASPHALT CONCRETE TY. IM-19.0A | | | 0060 16375 14032.000 TON | 52.15000 731768.80| 53.00000 743696.00| 58.75000 824380.00 ASPHALT CONCRETE TY. BM-25.0 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/09/07 PAGE : 711 -2 TABULATION OF BIDS CALL ORDER : 711 CONTRACT ID : CM707PMD39674 COUNTIES : FAUQUIER RAPPAHANNOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) C224 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORA |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 16376 3020.000 TON | 53.20000 160664.00| 70.00000 211400.00| 64.20000 193884.00 ASPH. CONC. TY. BM-25.0T (TRENCHING) | | | 0080 16386 357209.000 SY | 0.75000 267906.75| 1.00000 357209.00| 0.57000 203609.13 FLEXIBLE PAVEMENT PLANING | | | 0090 54020 469377.000 LF | 0.09000 42243.93| 0.10000 46937.70| 0.10000 46937.70 TYPE A PAVEMENT LINE MARKING 4" | | | 0100 54024 1350.000 LF | 0.24000 324.00| 0.25000 337.50| 0.25000 337.50 TYPE A PAVEMENT LINE MARKING 8" | | | 0110 54049 68075.000 LF | 0.36000 24507.00| 0.40000 27230.00| 0.38000 25868.50 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0120 54051 225.000 LF | 0.98000 220.50| 1.00000 225.00| 1.03000 231.75 TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0130 54217 3242.000 EA | 17.80000 57707.60| 18.00000 58356.00| 18.69000 60592.98 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 4,236,300.53| $ 4,423,858.20| $ 4,689,185.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,236,300.53| $ 4,423,858.20| $ 4,689,185.47 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J63 -1 TABULATION OF BIDS CALL ORDER : J63 CONTRACT ID : CM205BRA39794 COUNTIES : PATRICK LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/02/07 COMPLETION DATE PROJECT(S) : 0040-070-1041, SR01 FED # NONE CONTRACT DESCRIPTION: .007MI. DRAIN, GRADE, ASP. PAVE. SUPER STR. REPLACE OVER BIG FROM: 3.66 MI. TO INT. RTE. 8 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 498,796.14 100.0000% 2 D172 DLB, INC. $ 532,121.50 106.6812% 3 S147 SMITH-ROWE, INC. $ 838,721.40 168.1491% 4 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 844,489.00 169.3054% ==================================================================================================================================== |( 1 ) E155 |( 2 ) D172 |( 3 ) S147 |ELK KNOB, INC. |DLB, INC. |SMITH-ROWE, 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| 42500.00000 42500.00| 44000.00000 44000.00| 67000.00000 67000.00 MOBILIZATION | | | 0020 00101 LUMP| 7500.00000 7500.00| 3800.00000 3800.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING | | | 0030 00125 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 40000.00000 40000.00 GRADING | | | 0040 00140 939.000 CY | 20.25000 19014.75| 16.00000 15024.00| 20.00000 18780.00 BORROW EXCAVATION | | | 0050 00580 340.000 LF | 15.00000 5100.00| 38.00000 12920.00| 20.00000 6800.00 UNDERDRAIN UD-1 | | | 0060 09150 8.000 TON | 40.00000 320.00| 44.00000 352.00| 75.00000 600.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 10065 17.000 TON | 50.00000 850.00| 30.00000 510.00| 55.00000 935.00 AGGR. MATL. NO. 1 | | | 0080 10128 104.000 TON | 50.00000 5200.00| 37.00000 3848.00| 50.00000 5200.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0090 10612 636.000 TON | 50.00000 31800.00| 106.00000 67416.00| 100.00000 63600.00 ASPHALT CONCRETE BASE COURSE TY. BM-25. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J63 -2 TABULATION OF BIDS CALL ORDER : J63 CONTRACT ID : CM205BRA39794 COUNTIES : PATRICK LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) D172 |( 3 ) S147 |ELK KNOB, INC. |DLB, INC. |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10635 102.000 TON | 160.00000 16320.00| 212.00000 21624.00| 125.00000 12750.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0110 13320 750.000 LF | 16.50000 12375.00| 16.00000 12000.00| 15.00000 11250.00 GUARDRAIL GR-2 | | | 0120 13331 75.000 LF | 18.70000 1402.50| 22.00000 1650.00| 17.00000 1275.00 RAD. GUARDRAIL GR-2 | | | 0130 13345 1.000 EA | 2090.00000 2090.00| 2200.00000 2200.00| 1900.00000 1900.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0140 13383 4.000 EA | 2090.00000 8360.00| 1700.00000 6800.00| 1900.00000 7600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0150 24260 16.000 TON | 25.00000 400.00| 36.00000 576.00| 50.00000 800.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0160 24265 LUMP| 65675.00000 65675.00| 65000.00000 65000.00| 165000.00000 165000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ... | | | 0170 25506 8.000 MO | 500.00000 4000.00| 1200.00000 9600.00| 1500.00000 12000.00 FIELD OFFICE TY.II | | | 0180 27102 35.000 LB | 55.56000 1944.60| 32.00000 1120.00| 60.00000 2100.00 REGULAR SEED | | | 0190 27103 22.000 LB | 9.90000 217.80| 9.50000 209.00| 18.00000 396.00 OVERSEEDING | | | 0200 27104 4.000 LB | 66.56000 266.24| 42.00000 168.00| 80.00000 320.00 LEGUME SEED | | | 0210 27105 2.000 LB | 33.00000 66.00| 31.00000 62.00| 60.00000 120.00 LEGUME OVERSEEDING | | | 0220 27215 1.000 TON | 550.00000 550.00| 530.00000 530.00| 700.00000 700.00 FERTILIZER(15-30-15) | | | 0230 27250 1.000 TON | 220.00000 220.00| 212.00000 212.00| 400.00000 400.00 LIME | | | 0240 27422 2.000 EA | 500.00000 1000.00| 1150.00000 2300.00| 3000.00000 6000.00 DEWATERING BASIN | | | 0250 27430 157.000 CY | 0.25000 39.25| 1.00000 157.00| 15.00000 2355.00 SILTATION CONTROL EXCAVATION | | | 0260 27505 1032.000 LF | 2.50000 2580.00| 3.00000 3096.00| 4.00000 4128.00 TEMP. SILT FENCE | | | 0270 54020 350.000 LF | 1.10000 385.00| 3.00000 1050.00| 2.00000 700.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0280 54024 350.000 LF | 2.20000 770.00| 4.25000 1487.50| 4.00000 1400.00 TYPE A PAVEMENT LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J63 -3 TABULATION OF BIDS CALL ORDER : J63 CONTRACT ID : CM205BRA39794 COUNTIES : PATRICK LETTING DATE : 02/23/07 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) D172 |( 3 ) S147 |ELK KNOB, INC. |DLB, INC. |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 61142 1.000 EA | 12000.00000 12000.00| 8200.00000 8200.00| 11120.00000 11120.00 PRESTR. CONC. SLAB 3' X 21" X(+40' - | | | 45') | | | 0300 61191 4.000 EA | 11250.00000 45000.00| 8200.00000 32800.00| 11050.00000 44200.00 PRESTR. CONC. SLAB 4' X 21" X(+40' - | | | 45') | | | 0310 62535 2.000 EA | 11250.00000 22500.00| 8200.00000 16400.00| 11465.00000 22930.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE MOD.PRESTR.CONC.SLAB | | | 4'X21"X(+40'-45') | | | 0320 68017 146.000 LF | 100.00000 14600.00| 108.00000 15768.00| 170.65000 24914.90 RAILING, KANSAS CORRAL | | | 0330 68476 LUMP| 2420.00000 2420.00| 2300.00000 2300.00| 2600.00000 2600.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. 1041 | | | 0340 68492 LUMP| 550.00000 550.00| 550.00000 550.00| 2600.00000 2600.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. 1041 | | | 0350 68900 LUMP| 55000.00000 55000.00| 28000.00000 28000.00| 80000.00000 80000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1041 | | | 0360 69011 350.000 CY | 25.00000 8750.00| 44.00000 15400.00| 75.00000 26250.00 STRUCTURE EXCAVATION | | | 0370 69012 288.000 SF | 20.00000 5760.00| 60.00000 17280.00| 260.00000 74880.00 TEMPORARY SHEET PILING | | | 0380 69030 112.000 CY | 600.00000 67200.00| 540.00000 60480.00| 590.00000 66080.00 CONCRETE CLASS A3 | | | 0390 69100 2780.000 LB | 1.00000 2780.00| 1.02000 2835.60| 2.80000 7784.00 REINF. STEEL | | | 0400 69105 3790.000 LB | 1.00000 3790.00| 1.16000 4396.40| 1.65000 6253.50 EPOXY COATED REINF. STEEL | | | 0410 69620 3.000 EA | 2500.00000 7500.00| 5000.00000 15000.00| 10000.00000 30000.00 COFFERDAM | | | SECTION TOTALS | $ 498,796.14| $ 532,121.50| $ 838,721.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,796.14| $ 532,121.50| $ 838,721.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -1 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/01/08 COMPLETION DATE PROJECT(S) : (NFO)0041-108-101,C501 FED # STP-5108(135) (NFO)0041-108-101,C501 FED # STP-5108(135) (NFO)0041-108-101,C501 FED # STP-5108(135) CONTRACT DESCRIPTION: UPGRADE INTERSECTION AND WIDEN ROADWAY FROM: 0.136 KM S. RTE. 29 TO: N.C.L. DANVILLE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 6,572,988.00 100.0000% 2 B319 BRANCH HIGHWAYS, INC. $ 6,952,810.00 105.7785% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 7,049,670.00 107.2521% 4 M073 MARSHALL CONSTRUCTION CO., INC. $ 7,092,682.45 107.9065% 5 D172 DLB, INC. $ 7,327,615.73 111.4807% 6 E009 W. C. ENGLISH, INCORPORATED $ 7,677,524.50 116.8042% 7 S1044 SHEARIN CONSTRUCTION, INC. $ 7,794,595.95 118.5853% ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 310000.00000 310000.00| 375000.00000 375000.00| 349250.00000 349250.00 MOBILIZATION | | | 0020 00110 1.000 LS | 310000.00000 310000.00| 275000.00000 275000.00| 473200.00000 473200.00 CLEARING AND GRUBBING | | | 0030 00120 20436.000 CU M| 35.00000 715260.00| 28.00000 572208.00| 29.05000 593665.80 REGULAR EXCAVATION | | | 0040 00211 53.000 CU M| 50.00000 2650.00| 25.00000 1325.00| 104.55000 5541.15 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0050 00305 1454.000 CU M| 30.00000 43620.00| 10.00000 14540.00| 44.85000 65211.90 NS SELECT MATERIAL SELECT MATERIAL MIN | | | CBR-3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -2 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00355 3600.000 SQ M| 3.00000 10800.00| 2.00000 7200.00| 3.80000 13680.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00505 188.000 MTON| 30.00000 5640.00| 35.00000 6580.00| 20.55000 3863.40 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0080 00506 10.000 MTON| 30.00000 300.00| 50.00000 500.00| 153.00000 1530.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0090 00525 6.000 CU M| 1600.00000 9600.00| 600.00000 3600.00| 828.00000 4968.00 CONCRETE CLASS 20 MISC. | | | 0100 00529 5.000 CU M| 300.00000 1500.00| 255.00000 1275.00| 451.75000 2258.75 FLOWABLE BACKFILL | | | 0110 00540 136.000 KG | 5.00000 680.00| 6.00000 816.00| 16.60000 2257.60 REINF. STEEL | | | 0120 00590 20.000 M | 50.00000 1000.00| 160.00000 3200.00| 67.60000 1352.00 COMB. UNDERDRAIN CD-1 | | | 0130 00591 91.000 M | 50.00000 4550.00| 145.00000 13195.00| 68.00000 6188.00 COMB. UNDERDRAIN CD-2 | | | 0140 00598 109.000 M | 50.00000 5450.00| 95.00000 10355.00| 73.00000 7957.00 NS UNDERDRAIN UNDERDRAIN CD-2 MOD. | | | 0150 01122 33.000 M | 120.00000 3960.00| 200.00000 6600.00| 214.00000 7062.00 300 MM CONC. PIPE | | | 0160 01152 1082.000 M | 140.00000 151480.00| 210.00000 227220.00| 190.35000 205958.70 375 MM CONC. PIPE | | | 0170 01154 183.000 M | 140.00000 25620.00| 225.00000 41175.00| 194.75000 35639.25 375 MM RADIAL PIPE | | | 0180 01182 281.000 M | 160.00000 44960.00| 240.00000 67440.00| 247.55000 69561.55 450 MM CONC. PIPE | | | 0190 01242 246.000 M | 190.00000 46740.00| 300.00000 73800.00| 294.20000 72373.20 600 MM CONC. PIPE | | | 0200 01244 30.000 M | 190.00000 5700.00| 350.00000 10500.00| 305.40000 9162.00 600 MM RADIAL PIPE | | | 0210 01302 95.000 M | 280.00000 26600.00| 375.00000 35625.00| 348.30000 33088.50 750 MM CONC. PIPE | | | 0220 01362 59.000 M | 400.00000 23600.00| 450.00000 26550.00| 395.80000 23352.20 900 MM CONC. PIPE | | | 0230 01364 89.000 M | 400.00000 35600.00| 460.00000 40940.00| 395.80000 35226.20 900 MM RADIAL PIPE | | | 0240 02090 400.000 M | 75.00000 30000.00| 50.00000 20000.00| 53.85000 21540.00 NS PIPE PIPE CORRUGATED PE 150 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -3 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 02142 28.000 M | 300.00000 8400.00| 425.00000 11900.00| 352.35000 9865.80 575 MM X 365 MM ELLIPTICAL CONC. PIPE | | | 0260 02192 44.000 M | 400.00000 17600.00| 525.00000 23100.00| 401.10000 17648.40 770 MM X 490 MM ELLIPTICAL CONC. PIPE | | | 0270 06740 4.000 EA | 2500.00000 10000.00| 2900.00000 11600.00| 2200.00000 8800.00 DROP INLET DI-1 | | | 0280 06745 6.000 EA | 3200.00000 19200.00| 4200.00000 25200.00| 3650.00000 21900.00 DROP INLET DI-2A | | | 0290 06746 1.000 EA | 3200.00000 3200.00| 4100.00000 4100.00| 4250.00000 4250.00 DROP INLET DI-2AA | | | 0300 06747 5.000 EA | 3200.00000 16000.00| 4200.00000 21000.00| 3375.00000 16875.00 DROP INLET DI-2B, L= 1.2 M | | | 0310 06748 12.000 EA | 3500.00000 42000.00| 4400.00000 52800.00| 3980.00000 47760.00 DROP INLET DI-2B, L= 1.8 M | | | 0320 06749 14.000 EA | 3500.00000 49000.00| 4900.00000 68600.00| 4351.00000 60914.00 DROP INLET DI-2B, L= 2.4 M | | | 0330 06750 10.000 EA | 3800.00000 38000.00| 5200.00000 52000.00| 4640.00000 46400.00 DROP INLET DI-2B, L= 3.0 M | | | 0340 06751 2.000 EA | 4000.00000 8000.00| 5500.00000 11000.00| 5303.00000 10606.00 DROP INLET DI-2B, L= 3.6 M | | | 0350 06752 3.000 EA | 4500.00000 13500.00| 5900.00000 17700.00| 6160.00000 18480.00 DROP INLET DI-2B, L= 4.2 M | | | 0360 06753 2.000 EA | 4500.00000 9000.00| 6000.00000 12000.00| 5834.00000 11668.00 DROP INLET DI-2B, L= 4.8 M | | | 0370 06755 1.000 EA | 4500.00000 4500.00| 6200.00000 6200.00| 6750.00000 6750.00 DROP INLET DI-2B, L= 6.0 M | | | 0380 06766 2.000 EA | 3800.00000 7600.00| 4900.00000 9800.00| 4335.00000 8670.00 DROP INLET DI-2C, L= 2.4 M | | | 0390 06767 2.000 EA | 4000.00000 8000.00| 5100.00000 10200.00| 4560.00000 9120.00 DROP INLET DI-2C, L= 3.0 M | | | 0400 06768 2.000 EA | 4000.00000 8000.00| 5300.00000 10600.00| 5160.00000 10320.00 DROP INLET DI-2C, L= 3.6 M | | | 0410 06772 1.000 EA | 4500.00000 4500.00| 6200.00000 6200.00| 4842.00000 4842.00 DROP INLET DI-2C, L= 6.0 M | | | 0420 06783 3.000 EA | 4500.00000 13500.00| 5800.00000 17400.00| 6778.00000 20334.00 DROP INLET DI-2E, L= 1.8 M | | | 0430 06784 3.000 EA | 5500.00000 16500.00| 6900.00000 20700.00| 6468.00000 19404.00 DROP INLET DI-2E, L= 2.4 M | | | 0440 06785 1.000 EA | 5000.00000 5000.00| 6100.00000 6100.00| 6349.00000 6349.00 DROP INLET DI-2E, L= 3.0 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -4 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 06804 1.000 EA | 5500.00000 5500.00| 7000.00000 7000.00| 8255.00000 8255.00 DROP INLET DI-2F, L= 4.8 M | | | 0460 06815 4.000 EA | 2500.00000 10000.00| 3500.00000 14000.00| 3000.00000 12000.00 DROP INLET DI-3A | | | 0470 06817 2.000 EA | 3000.00000 6000.00| 3600.00000 7200.00| 3944.00000 7888.00 DROP INLET DI-3B, L= 1.2 M | | | 0480 06818 1.000 EA | 3000.00000 3000.00| 3600.00000 3600.00| 4000.00000 4000.00 DROP INLET DI-3B, L= 1.8 M | | | 0490 06819 1.000 EA | 3200.00000 3200.00| 4300.00000 4300.00| 4975.00000 4975.00 DROP INLET DI-3B, L= 2.4 M | | | 0500 06820 3.000 EA | 3600.00000 10800.00| 4900.00000 14700.00| 5300.00000 15900.00 DROP INLET DI-3B, L= 3.0 M | | | 0510 07508 2.000 EA | 3500.00000 7000.00| 4200.00000 8400.00| 4600.00000 9200.00 DROP INLET DI-7 | | | 0520 09056 5.000 M | 1100.00000 5500.00| 1700.00000 8500.00| 2000.00000 10000.00 MANHOLE MH-1 OR 2 | | | 0530 09057 3.000 EA | 500.00000 1500.00| 650.00000 1950.00| 470.00000 1410.00 FRAME & COVER MH-1 | | | 0540 10017 13044.000 MTON| 40.00000 521760.00| 50.00000 652200.00| 45.20000 589588.80 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0550 10041 1925.000 MTON| 30.00000 57750.00| 30.00000 57750.00| 49.75000 95768.75 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0560 10123 15663.000 MTON| 25.00000 391575.00| 29.00000 454227.00| 32.30000 505914.90 AGGR. BASE MATL. TY. I NO. 21A | | | 0570 10416 47558.000 L | 1.00000 47558.00| 1.00000 47558.00| 1.25000 59447.50 LIQUID ASPHALT | | | 0580 10499 4224.000 SQ M| 4.00000 16896.00| 8.00000 33792.00| 3.20000 13516.80 NS PAVEMENT PAVEMENT DEMOLITION OF TEMP | | | PAVEMENT | | | 0590 10608 4227.000 MTON| 70.00000 295890.00| 64.00000 270528.00| 74.20000 313643.40 ASPHALT CONCRETE TY. SM-12.5D | | | 0600 10611 3832.000 MTON| 70.00000 268240.00| 67.00000 256744.00| 73.00000 279736.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0610 10630 10482.000 SQ M| 4.00000 41928.00| 2.00000 20964.00| 1.80000 18867.60 FLEXIBLE PAVEMENT PLANING | | | 0620 10642 12904.000 MTON| 65.00000 838760.00| 61.00000 787144.00| 63.55000 820049.20 ASPHALT CONCRETE TY. BM-25.0A | | | 0630 11040 548.000 SQ M| 65.00000 35620.00| 70.00000 38360.00| 66.20000 36277.60 CONCRETE ENTRANCE PAVE. 175 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -5 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 11070 560.000 M | 6.00000 3360.00| 3.25000 1820.00| 3.65000 2044.00 NS SAW CUT SAW CUT ASPHALT CONCRETE | | | (100MM DEPTH) | | | 0650 11070 47.000 M | 20.00000 940.00| 10.00000 470.00| 11.00000 517.00 NS SAW CUT SAW CUT HYD. CEM. CONC. PAVE | | | (150MM DEPTH) | | | 0660 12020 298.000 M | 50.00000 14900.00| 60.00000 17880.00| 49.65000 14795.70 STD. CURB CG-2 | | | 0670 12022 100.000 M | 55.00000 5500.00| 62.00000 6200.00| 49.65000 4965.00 RADIAL CURB CG-2 | | | 0680 12600 2103.000 M | 55.00000 115665.00| 62.00000 130386.00| 49.65000 104413.95 STD. COMB. CURB & GUTTER CG-6 | | | 0690 12610 512.000 M | 55.00000 28160.00| 64.00000 32768.00| 51.85000 26547.20 RADIAL COMB. CURB & GUTTER CG-6 | | | 0700 12720 44.000 M | 65.00000 2860.00| 70.00000 3080.00| 55.15000 2426.60 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER CG-6 MOD. (600MM | | | WIDTH) | | | 0710 12940 788.000 SQ M| 70.00000 55160.00| 73.00000 57524.00| 66.20000 52165.60 ENTRANCE GUTTER CG-9D | | | 0720 13108 408.000 SQ M| 150.00000 61200.00| 300.00000 122400.00| 103.70000 42309.60 CG-12 DETECTABLE WARNING SURFACE | | | 0730 13114 401.000 SQ M| 75.00000 30075.00| 80.00000 32080.00| 66.20000 26546.20 ENTRANCE GUTTER CG-13 | | | 0740 13220 3552.000 SQ M| 40.00000 142080.00| 40.00000 142080.00| 29.25000 103896.00 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0750 13222 88.000 SQ M| 70.00000 6160.00| 70.00000 6160.00| 77.20000 6793.60 HYDRAULIC CEMENT CONC. SIDEWALK 175MM | | | 0760 13502 8.000 SQ M| 130.00000 1040.00| 324.00000 2592.00| 111.00000 888.00 SIGN ISLAND SI-2 | | | 0770 13510 80.000 M | 65.00000 5200.00| 63.00000 5040.00| 49.65000 3972.00 DIRECTIONAL ISLAND CURB SI-3 | | | 0780 13520 24.000 CU M| 1050.00000 25200.00| 635.00000 15240.00| 717.00000 17208.00 RETAINING WALL RW-2 | | | 0790 13561 10.000 CU M| 100.00000 1000.00| 110.00000 1100.00| 221.00000 2210.00 POROUS BACKFILL | | | 0800 13565 101.000 CU M| 25.00000 2525.00| 41.00000 4141.00| 44.25000 4469.25 RETAINING WALL EXCAVATION | | | 0810 21020 604.000 SQ M| 95.00000 57380.00| 88.00000 53152.00| 79.45000 47987.80 MEDIAN STRIP MS-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -6 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 22501 18.000 M | 30.00000 540.00| 28.00000 504.00| 55.15000 992.70 FENCE FE-W1 | | | 0830 22541 2.000 EA | 550.00000 1100.00| 500.00000 1000.00| 442.00000 884.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0840 22581 1.000 EA | 550.00000 550.00| 500.00000 500.00| 442.00000 442.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0850 24100 1000.000 HR | 12.00000 12000.00| 22.00000 22000.00| 15.00000 15000.00 ALLAYING DUST | | | 0860 24152 4.000 EA | 400.00000 1600.00| 700.00000 2800.00| 400.00000 1600.00 TYPE III BARRICADE 2.4 M | | | 0870 24260 4718.000 MTON| 25.00000 117950.00| 12.00000 56616.00| 27.90000 131632.20 CR. RUN AGGR. NO. 25 OR 26 | | | 0880 24272 2500.000 HR | 5.00000 12500.00| 35.00000 87500.00| 5.00000 12500.00 TRUCK MOUNTED ATTENUATOR | | | 0890 24278 50000.000 DAY | 1.25000 62500.00| 1.00000 50000.00| 0.55000 27500.00 GROUP 2 CHANNELIZING DEVICES | | | 0900 24281 2500.000 HR | 3.00000 7500.00| 1.50000 3750.00| 2.25000 5625.00 ELECTRONIC ARROW | | | 0910 24282 10000.000 HR | 13.50000 135000.00| 15.00000 150000.00| 10.00000 100000.00 FLAGGER SERVICE | | | 0920 24430 16186.000 SQ M| 4.00000 64744.00| 6.00000 97116.00| 4.45000 72027.70 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0930 24535 29.000 EA | 300.00000 8700.00| 100.00000 2900.00| 276.00000 8004.00 NS ADJUST EXIST. ADJUST EXIST. GAS | | | LOCATING/TEST STATION BOX | | | 0940 24535 2.000 EA | 300.00000 600.00| 250.00000 500.00| 276.00000 552.00 NS ADJUST EXIST. ADJUST EXIST. SEWER | | | CLEANOUT | | | 0950 24602 18.000 M | 50.00000 900.00| 15.00000 270.00| 391.00000 7038.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE * | | | 0960 25000 78.000 M | 300.00000 23400.00| 325.00000 25350.00| 291.00000 22698.00 HANDRAIL HR-1 | | | 0970 25505 26.000 MO | 2500.00000 65000.00| 2275.00000 59150.00| 3150.00000 81900.00 FIELD OFFICE TY.I | | | 0980 25561 1.000 DAY | 5000.00000 5000.00| 3500.00000 3500.00| 7110.00000 7110.00 FORMAL PARTNERING | | | 0990 25570 LUMP| 25000.00000 25000.00| 2500.00000 2500.00| 25585.00000 25585.00 NS CONTRACT CONTRACT BASELINE WORKING | | | SCHEDULE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -7 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 25572 24.000 EA | 1000.00000 24000.00| 500.00000 12000.00| 1475.00000 35400.00 NS CONTRACT CONTRACT WORKING SCHEDULE | | | UPDATE | | | 1010 27022 2.000 HA | 35000.00000 70000.00| 16000.00000 32000.00| 10900.00000 21800.00 TOPSOIL CL. B 50 MM | | | 1020 27102 293.000 KG | 25.00000 7325.00| 25.00000 7325.00| 23.00000 6739.00 REGULAR SEED | | | 1030 27103 183.000 KG | 10.00000 1830.00| 9.00000 1647.00| 9.75000 1784.25 OVERSEEDING | | | 1040 27215 2.000 MTON| 600.00000 1200.00| 508.00000 1016.00| 561.00000 1122.00 FERTILIZER(15-30-15) | | | 1050 27250 14.000 MTON| 250.00000 3500.00| 112.00000 1568.00| 124.00000 1736.00 LIME | | | 1060 27430 1192.000 CU M| 1.00000 1192.00| 28.00000 33376.00| 24.00000 28608.00 SILTATION CONTROL EXCAVATION | | | 1070 27450 8.000 EA | 200.00000 1600.00| 435.00000 3480.00| 540.00000 4320.00 DROP INLET SILT TRAP, TYPE A | | | 1080 27460 70.000 EA | 200.00000 14000.00| 315.00000 22050.00| 293.00000 20510.00 DROP INLET SILT TRAP, TYPE B | | | 1090 27506 6888.000 M | 6.00000 41328.00| 7.00000 48216.00| 11.00000 75768.00 TEMP. FILTER BARRIER | | | 1100 38950 70.000 EA | 100.00000 7000.00| 115.00000 8050.00| 275.00000 19250.00 NS LANDSCAPE LANDSCAPE MAILBOX | | | SINGLE/DOUBLE/MULTIPLE RT | | | 1110 41104 24.000 EA | 300.00000 7200.00| 150.00000 3600.00| 275.00000 6600.00 ADJUST EXIST. VALVE BOX | | | 1120 41977 23.000 EA | 600.00000 13800.00| 250.00000 5750.00| 552.00000 12696.00 ADJUST EXIST. WATER METER BOX | | | 1130 42040 58.000 M | 150.00000 8700.00| 205.00000 11890.00| 150.00000 8700.00 100 MM SAN. SEWER PIPE | | | 1140 42044 353.000 M | 150.00000 52950.00| 180.00000 63540.00| 149.00000 52597.00 100 MM SAN. SERVICE LATERAL CONNECTION | | | 1150 42064 5.000 M | 180.00000 900.00| 215.00000 1075.00| 182.00000 910.00 150 MM SAN. SERVICE LATERAL CONNECTION | | | 1160 42080 606.000 M | 270.00000 163620.00| 235.00000 142410.00| 270.30000 163801.80 200 MM SAN. SEWER PIPE | | | 1170 42708 1.000 M | 1100.00000 1100.00| 1500.00000 1500.00| 1100.00000 1100.00 200 MM SAN. DROP CONNECTION | | | 1180 42755 56.000 M | 700.00000 39200.00| 2000.00000 112000.00| 730.00000 40880.00 SANITARY SEWER MANHOLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -8 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 42764 18.000 EA | 300.00000 5400.00| 625.00000 11250.00| 305.00000 5490.00 MANHOLE FRAME & COVER F&C-1 | | | 1200 42765 11.000 EA | 500.00000 5500.00| 250.00000 2750.00| 331.00000 3641.00 ADJUST EXIST FRAME & COVER | | | 1210 42771 3.000 M | 900.00000 2700.00| 2000.00000 6000.00| 905.00000 2715.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1220 42845 51.000 EA | 300.00000 15300.00| 400.00000 20400.00| 221.00000 11271.00 100 MM SEWER CLEANOUT | | | 1230 42846 1.000 EA | 300.00000 300.00| 450.00000 450.00| 276.00000 276.00 150 MM SEWER CLEANOUT | | | 1240 44500 22.000 EA | 250.00000 5500.00| 150.00000 3300.00| 221.00000 4862.00 ADJUST EXIST. SMALL GAS VALVE BOX | | | 1250 50108 2.000 SQ M| 700.00000 1400.00| 633.00000 1266.00| 700.00000 1400.00 SIGN PANEL | | | 1260 51137 1.000 EA | 1500.00000 1500.00| 2000.00000 2000.00| 1100.00000 1100.00 INSTALL CONTROLLER | | | 1270 51210 3.000 EA | 515.00000 1545.00| 468.00000 1404.00| 520.00000 1560.00 PEDESTAL POLE PF-2 3 M | | | 1280 51234 6.000 CU M| 1200.00000 7200.00| 1000.00000 6000.00| 1100.00000 6600.00 CONC. FOUND. SIGNAL POLE | | | 1290 51240 3.000 EA | 1200.00000 3600.00| 1500.00000 4500.00| 1100.00000 3300.00 CONCRETE FOUNDATION PF-2 | | | 1300 51248 2.000 EA | 1200.00000 2400.00| 1500.00000 3000.00| 1100.00000 2200.00 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-2 | | | 1310 51425 1.000 EA | 16000.00000 16000.00| 16000.00000 16000.00| 15800.00000 15800.00 NS SIGNAL PLOE SIGNAL POLE MP-1 6M TWO | | | ARMS 15M & 24M | | | 1320 51425 1.000 EA | 16500.00000 16500.00| 16500.00000 16500.00| 16400.00000 16400.00 NS SIGNAL PLOE SIGNAL POLE MP-1 6M TWO | | | ARMS 20M & 20M | | | 1330 51598 3.000 M | 16.00000 48.00| 15.00000 45.00| 17.00000 51.00 8/3 CONDUCTOR CABLE | | | 1340 51600 350.000 M | 3.80000 1330.00| 3.50000 1225.00| 4.00000 1400.00 14/2 CONDUCTOR CABLE | | | 1350 51601 360.000 M | 5.00000 1800.00| 4.50000 1620.00| 5.00000 1800.00 14/3 CONDUCTOR CABLE | | | 1360 51603 828.000 M | 6.00000 4968.00| 5.50000 4554.00| 6.00000 4968.00 14/5 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -9 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 51607 30.000 M | 6.50000 195.00| 6.30000 189.00| 7.00000 210.00 14/7 CONDUCTOR CABLE | | | 1380 51614 330.000 M | 3.50000 1155.00| 3.00000 990.00| 3.30000 1089.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | 1390 51618 330.000 M | 8.00000 2640.00| 7.00000 2310.00| 7.75000 2557.50 19/6 PAIR CONDUCTOR CABLE | | | 1400 51800 6.000 EA | 200.00000 1200.00| 186.00000 1116.00| 206.00000 1236.00 PEDESTRIAN PUSHBUTTON | | | 1410 51830 16.000 EA | 250.00000 4000.00| 174.00000 2784.00| 192.00000 3072.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1420 51838 4.000 EA | 200.00000 800.00| 123.00000 492.00| 136.00000 544.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1430 51839 1.000 EA | 300.00000 300.00| 236.00000 236.00| 265.00000 265.00 HANGER ASSEMBLY SMB-3, TWO WAY | | | 1440 51950 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| 11030.00000 11030.00 TEMP. SIGNALIZATION | | | 1450 51951 4.000 EA | 125.00000 500.00| 100.00000 400.00| 111.00000 444.00 INSTALL SIGN | | | 1460 52000 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 4420.00000 4420.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM. & SALVAGE EXIST. | | | SIGNAL EQUIP. | | | 1470 52001 330.000 M | 5.50000 1815.00| 5.20000 1716.00| 5.75000 1897.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | DETECTOR CABLE | | | 1480 52002 4.000 EA | 5000.00000 20000.00| 4750.00000 19000.00| 4965.00000 19860.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA | | | 1490 52002 4.000 EA | 2500.00000 10000.00| 2500.00000 10000.00| 2700.00000 10800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | 1-WAY | | | 1500 52002 1.000 EA | 400.00000 400.00| 350.00000 350.00| 365.00000 365.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION INSTALL UPS CABINET | | | 1510 52002 5.000 EA | 900.00000 4500.00| 800.00000 4000.00| 845.00000 4225.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-3C | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -10 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 52002 1.000 EA | 1100.00000 1100.00| 1000.00000 1000.00| 1100.00000 1100.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-5C | | | 1530 52002 6.000 EA | 700.00000 4200.00| 650.00000 3900.00| 700.00000 4200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PEDESTRIAN SIGNAL | | | HEAD SP-7 | | | 1540 52002 50.000 EA | 300.00000 15000.00| 237.00000 11850.00| 262.00000 13100.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL HEAD | | | SECT. 305MM LED | | | 1550 52002 4.000 EA | 2000.00000 8000.00| 1671.00000 6684.00| 1850.00000 7400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | EQUIPMENT | | | 1560 54032 11000.000 M | 1.60000 17600.00| 1.36000 14960.00| 3.65000 40150.00 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1570 54042 260.000 M | 21.00000 5460.00| 13.00000 3380.00| 22.60000 5876.00 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 1580 54100 15000.000 M | 1.00000 15000.00| 0.79000 11850.00| 1.25000 18750.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONSTR. P.M. (TY. A) 100 MM | | | 1590 54105 6000.000 M | 3.20000 19200.00| 2.07000 12420.00| 3.85000 23100.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1600 54300 30.000 EA | 120.00000 3600.00| 64.00000 1920.00| 166.00000 4980.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1610 54424 20.000 EA | 110.00000 2200.00| 48.00000 960.00| 154.45000 3089.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 1620 54512 1000.000 M | 4.20000 4200.00| 3.44000 3440.00| 4.35000 4350.00 CONSTR.PAVE.MARK. (TY.D,CL.II)100 MM | | | 1630 54524 150.000 M | 30.00000 4500.00| 21.40000 3210.00| 26.10000 3915.00 CONSTR.PAVE.MARK. (TY.D,CL.II)600 MM | | | 1640 55140 2.000 EA | 1650.00000 3300.00| 1500.00000 3000.00| 1655.00000 3310.00 CONCRETE FOUNDATION LF-1 TY. A | | | 1650 55343 1.000 EA | 1000.00000 1000.00| 916.00000 916.00| 1020.90000 1020.90 ELECT. SERVICE SE-6 | | | 1660 56014 5.000 EA | 150.00000 750.00| 120.00000 600.00| 133.00000 665.00 ELECT. SER. GRD. ELECTRODE(3M) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J64 -11 TABULATION OF BIDS CALL ORDER : J64 CONTRACT ID : C00014614C01 COUNTIES : DANVILLE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) B319 |( 3 ) W048 |KEY CONSTRUCTION COMPANY, I |BRANCH HIGHWAYS, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 56020 3.000 M | 7.00000 21.00| 6.50000 19.50| 7.00000 21.00 25 MM CONDUIT | | | 1680 56030 130.000 M | 15.00000 1950.00| 14.00000 1820.00| 15.65000 2034.50 50 MM CONDUIT | | | 1690 56034 95.000 M | 22.00000 2090.00| 19.40000 1843.00| 21.50000 2042.50 80 MM CONDUIT | | | 1700 56036 345.000 M | 55.00000 18975.00| 53.00000 18285.00| 58.50000 20182.50 80 MM METAL CONDUIT | | | 1710 56200 315.000 M | 75.00000 23625.00| 65.50000 20632.50| 72.30000 22774.50 TRENCH EXCAVATION ECI-1 | | | 1720 56205 2.000 EA | 1500.00000 3000.00| 1300.00000 2600.00| 1435.00000 2870.00 TEST BORE | | | 1730 59000 2.000 EA | 5500.00000 11000.00| 5000.00000 10000.00| 5520.00000 11040.00 NS LIGHTING LIGHTING POLE LP-1 10.5M | | | TWO ARMS 3.5M & 3.5M | | | 1740 70000 LUMP| 200.00000 200.00| 1800.00000 1800.00| 1000.00000 1000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 014, D-707 | | | 1750 70000 LUMP| 200.00000 200.00| 900.00000 900.00| 1000.00000 1000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 025, D-709 | | | 1760 70000 LUMP| 200.00000 200.00| 900.00000 900.00| 1000.00000 1000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 037, D-720 | | | 1770 70000 LUMP| 200.00000 200.00| 1800.00000 1800.00| 1000.00000 1000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 041, D-716 | | | 1780 70000 LUMP| 200.00000 200.00| 900.00000 900.00| 1000.00000 1000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 061, D-717 | | | 1790 70200 LUMP| 500.00000 500.00| 3550.00000 3550.00| 1000.00000 1000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 010 | | | SECTION TOTALS | $ 6,572,988.00| $ 6,952,810.00| $ 7,049,670.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,572,988.00| $ 6,952,810.00| $ 7,049,670.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J66 -1 TABULATION OF BIDS CALL ORDER : J66 CONTRACT ID : C00081787N01 COUNTIES : WISE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 01 CONTRACT TIME : 07/31/07 COMPLETION DATE PROJECT(S) : (NFO)BR01-097-203,N501 FED # BH-BR01(220) CONTRACT DESCRIPTION: SUPERSTR. & SUBSTR. REP. & BR. DECK OVERLAY FROM: 0.09 MI. N. RTE. 23B TO: 0.13 MI. S. RTE. 160 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 319,001.89 100.0000% 2 C174 CLECO CORPORATION $ 341,191.29 106.9559% 3 K065 KEN CONSTRUCTION CO., INC. $ 417,567.50 130.8981% 4 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 446,883.45 140.0880% 5 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 537,507.10 168.4965% ==================================================================================================================================== |( 1 ) E155 |( 2 ) C174 |( 3 ) K065 |ELK KNOB, INC. |CLECO CORPORATION |KEN 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| 18700.00000 18700.00| 20000.00000 20000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 10607 36.000 TON | 220.00000 7920.00| 239.17000 8610.12| 300.00000 10800.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0030 10630 311.000 SY | 11.00000 3421.00| 7.00000 2177.00| 10.00000 3110.00 FLEXIBLE PAVEMENT PLANING | | | 0040 13222 67.000 SY | 45.00000 3015.00| 75.00000 5025.00| 70.00000 4690.00 HYDRAULIC CEMENT CONC. SIDEWALK 7" | | | 0050 13310 13.000 LF | 88.00000 1144.00| 84.00000 1092.00| 80.00000 1040.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0060 13320 375.000 LF | 20.85000 7818.75| 19.90000 7462.50| 18.95000 7106.25 GUARDRAIL GR-2 | | | 0070 13331 25.000 LF | 25.25000 631.25| 24.10000 602.50| 22.95000 573.75 RAD. GUARDRAIL GR-2 | | | 0080 13345 2.000 EA | 2464.00000 4928.00| 2352.00000 4704.00| 2240.00000 4480.00 ALTERNATE BREAKWAY CABLE TERMINAL (GR-9 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/04/07 PAGE : J66 -2 TABULATION OF BIDS CALL ORDER : J66 CONTRACT ID : C00081787N01 COUNTIES : WISE LETTING DATE : 02/23/07 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) C174 |( 3 ) K065 |ELK KNOB, INC. |CLECO CORPORATION |KEN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13392 4.000 EA | 1595.00000 6380.00| 1522.50000 6090.00| 1450.00000 5800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0100 24160 475.000 SF | 15.00000 7125.00| 12.00000 5700.00| 15.00000 7125.00 CONSTRUCTION SIGNS | | | 0110 24278 1200.000 DAY | 1.00000 1200.00| 0.25000 300.00| 2.00000 2400.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24282 400.000 HR | 13.00000 5200.00| 15.00000 6000.00| 18.00000 7200.00 FLAGGER SERVICE | | | 0130 24293 384.000 LF | 25.00000 9600.00| 20.00000 7680.00| 30.00000 11520.00 NS TRAFFIC BARRIER SERVICE TRAFFIC BARR | | | SERVICE CONC. SINGLE FACE PAR. | | | 0140 24297 192.000 LF | 10.00000 1920.00| 10.00000 1920.00| 30.00000 5760.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0150 24500 67.000 SY | 10.00000 670.00| 60.00000 4020.00| 20.00000 1340.00 NS REMOVE EXIST. REMOVE EXIST. SIDEWALK | | | 0160 24601 505.000 LF | 1.00000 505.00| 2.10000 1060.50| 2.00000 1010.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | 0170 51950 LUMP| 30030.00000 30030.00| 25725.00000 25725.00| 35000.00000 35000.00 TEMP. SIGNALIZATION | | | 0180 54020 1700.000 LF | 1.10000 1870.00| 1.10000 1870.00| 2.00000 3400.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0190 54105 480.000 LF | 1.16000 556.80| 1.00000 480.00| 2.35000 1128.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0200 54240 10.000 EA | 1.10000 11.00| 4.00000 40.00| 8.50000 85.00 TEMP. PAVE. MARKER 1 WAY | | | 0210 54510 784.000 LF | 1.21000 948.64| 1.50000 1176.00| 2.00000 1568.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0220 54522 24.000 LF | 8.25000 198.00| 10.00000 240.00| 12.00000 288.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0230 68090 560.000 SY | 7.26000 4065.60| 7.25000 4060.00| 12.00000 6720.00 BRIDGE DECK GROOVING | | | 0240 68166 10.000 EA | 500.00000 5000.00| 750.00000 7500.00| 600.00000 6000.00