BID TABULATIONS July 23, 2008 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 PJ9 PG00-968-031,N501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A89 -1 TABULATION OF BIDS CALL ORDER : A89 CONTRACT ID : C00058187C01 COUNTIES : HANOVER LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 07/27/09 COMPLETION DATE PROJECT(S) : 0627-042-313,C501 FED # AC-STP-5127(779) CONTRACT DESCRIPTION: WIDENING FROM 2 LANE TO 4 LANE FROM: 0.429 MI. WEST OF RTE. 642 TO: 0.145 MI. WEST OF RTE. 642 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 1,142,494.50 100.0000% 2 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 1,160,901.62 101.6111% 3 N165 GEORGE NICE & SONS, INC. $ 1,195,315.16 104.6233% 4 C010 CENTRAL CONTRACTING COMPANY, INC. $ 1,276,769.20 111.7528% 5 K003 J. L. KENT & SONS, INC. $ 1,321,061.81 115.6296% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 1,551,888.80 135.8334% 7 C050 RICHARD L. CROWDER CONSTRUCTION, INC. $ 1,761,094.50 154.1447% ==================================================================================================================================== |( 1 ) B850 |( 2 ) B028 |( 3 ) N165 |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN, AND PAVEMENT | | | 0010 00100 LUMP| 95500.00000 95500.00| 73670.75000 73670.75| 80000.00000 80000.00 MOBILIZATION | | | 0020 00101 LUMP| 14200.00000 14200.00| 14035.81000 14035.81| 35000.00000 35000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 14550.00000 14550.00| 10300.00000 10300.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0040 00120 6704.000 CY | 17.50000 117320.00| 14.72000 98682.88| 10.00000 67040.00 REGULAR EXCAVATION | | | 0050 00140 3716.000 CY | 14.00000 52024.00| 15.26000 56706.16| 12.50000 46450.00 BORROW EXCAVATION | | | 0060 00305 500.000 CY | 15.50000 7750.00| 23.98000 11990.00| 12.50000 6250.00 NS SELECT MATERIAL SELECT MATERIAL MIN. | | | CBR-15 | | | 0070 00530 14.000 CY | 365.00000 5110.00| 824.00000 11536.00| 135.00000 1890.00 CONCRETE CLASS B2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A89 -2 TABULATION OF BIDS CALL ORDER : A89 CONTRACT ID : C00058187C01 COUNTIES : HANOVER LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) B028 |( 3 ) N165 |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00585 1450.000 LF | 18.00000 26100.00| 24.72000 35844.00| 15.50000 22475.00 UNDERDRAIN UD-2 | | | 0090 00588 2775.000 LF | 9.00000 24975.00| 10.30000 28582.50| 9.00000 24975.00 UNDERDRAIN UD-4 | | | 0100 00596 2.000 EA | 290.00000 580.00| 628.93000 1257.86| 750.00000 1500.00 ENDWALL EW-12 | | | 0110 01152 412.000 LF | 42.00000 17304.00| 77.94000 32111.28| 43.00000 17716.00 15" CONC. PIPE | | | 0120 01182 711.000 LF | 47.00000 33417.00| 49.60000 35265.60| 41.00000 29151.00 18" CONC. PIPE | | | 0130 02190 363.000 LF | 91.50000 33214.50| 87.20000 31653.60| 82.00000 29766.00 30" X 19" ELLIPTICAL PIPE | | | 0140 06151 1.000 EA | 635.00000 635.00| 555.90000 555.90| 900.00000 900.00 15" END SECTION ES-1 | | | 0150 06181 1.000 EA | 700.00000 700.00| 626.75000 626.75| 1000.00000 1000.00 18" END SECTION ES-1 | | | 0160 06502 1.000 EA | 1800.00000 1800.00| 1744.00000 1744.00| 1994.51000 1994.51 30" X 19" END SECTION ES-1A | | | 0170 06817 4.000 EA | 1460.00000 5840.00| 2163.00000 8652.00| 2953.82000 11815.28 DROP INLET DI-3B,L=4' | | | 0180 06818 2.000 EA | 1560.00000 3120.00| 2163.00000 4326.00| 4033.82000 8067.64 DROP INLET DI-3B,L=6' | | | 0190 06819 1.000 EA | 1870.00000 1870.00| 2369.00000 2369.00| 4262.52000 4262.52 DROP INLET DI-3B,L=8' | | | 0200 06822 1.000 EA | 2710.00000 2710.00| 2884.00000 2884.00| 6128.00000 6128.00 DROP INLET DI-3B,L=14' | | | 0210 08900 4.000 EA | 1670.00000 6680.00| 2266.00000 9064.00| 1802.44000 7209.76 DROP INLET DI-12,L=4' | | | 0220 08990 2.000 EA | 1610.00000 3220.00| 2163.00000 4326.00| 4370.51000 8741.02 NS DROP INLET DROP INLET DI-3B (MOD.) | | | L=6' | | | 0230 08990 2.000 EA | 1820.00000 3640.00| 2369.00000 4738.00| 4586.51000 9173.02 NS DROP INLET DROP INLET DI-3B (MOD.) | | | L=8 | | | 0240 08990 2.000 EA | 2450.00000 4900.00| 2575.00000 5150.00| 5344.57000 10689.14 NS DROP INLET DROP INLET DI-3C (MOD.) | | | L=12 | | | 0250 09056 4.000 LF | 415.00000 1660.00| 618.00000 2472.00| 814.44000 3257.76 MANHOLE MH-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A89 -3 TABULATION OF BIDS CALL ORDER : A89 CONTRACT ID : C00058187C01 COUNTIES : HANOVER LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) B028 |( 3 ) N165 |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 09150 14.000 TON | 60.00000 840.00| 59.95000 839.30| 72.12000 1009.68 EROSION CONTROL STONE CLASS I, EC-1 | | | 0270 09185 189.000 SY | 47.00000 8883.00| 51.50000 9733.50| 60.86000 11502.54 PAVED DITCH PG-2A | | | 0280 10128 4083.000 TON | 17.50000 71452.50| 16.54000 67532.82| 16.84000 68757.72 AGGR. BASE MATL. TY. I NO. 21B | | | 0290 10611 1107.000 TON | 69.00000 76383.00| 75.12000 83157.84| 75.17000 83213.19 ASPHALT CONCRETE TY. IM-19.0D | | | 0300 10630 680.000 SY | 9.75000 6630.00| 10.79000 7337.20| 12.05000 8194.00 FLEXIBLE PAVEMENT PLANING | | | 0310 10636 853.000 TON | 79.00000 67387.00| 78.70000 67131.10| 86.17000 73503.01 ASPHALT CONCRETE TY. SM-9.5D | | | 0320 10643 2576.000 TON | 66.00000 170016.00| 69.44000 178877.44| 71.70000 184699.20 ASPHALT CONCRETE TY. BM-25.0D | | | 0330 12030 2275.000 LF | 13.00000 29575.00| 14.94000 33988.50| 16.19000 36832.25 STD. CURB CG-3 | | | 0340 12700 2750.000 LF | 13.50000 37125.00| 15.45000 42487.50| 17.33000 47657.50 STD. COMB. CURB & GUTTER CG-7 | | | 0350 12710 50.000 LF | 14.00000 700.00| 15.97000 798.50| 20.83000 1041.50 RADIAL COMB. CURB & GUTTER CG-7 | | | 0360 12940 240.000 SY | 62.50000 15000.00| 66.95000 16068.00| 57.56000 13814.40 ENTRANCE GUTTER CG-9D | | | 0370 13320 340.000 LF | 20.50000 6970.00| 24.72000 8404.80| 21.06000 7160.40 GUARDRAIL GR-2 | | | 0380 13331 18.000 LF | 22.00000 396.00| 27.81000 500.58| 22.68000 408.24 RAD. GUARDRAIL GR-2 | | | 0390 24100 250.000 HR | 27.00000 6750.00| 1.09000 272.50| 65.21000 16302.50 ALLAYING DUST | | | 0400 24160 348.000 SF | 27.50000 9570.00| 10.90000 3793.20| 12.01000 4179.48 CONSTRUCTION SIGNS | | | 0410 24260 760.000 TON | 18.00000 13680.00| 17.72000 13467.20| 17.93000 13626.80 CR. RUN AGGR. NO. 25 OR 26 | | | 0420 24272 200.000 HR | 22.50000 4500.00| 10.90000 2180.00| 35.78000 7156.00 TRUCK MOUNTED ATTENUATOR | | | 0430 24278 16590.000 DAY | 0.40000 6636.00| 0.56000 9290.40| 2.22000 36829.80 GROUP 2 CHANNELIZING DEVICES | | | 0440 24281 1344.000 HR | 3.00000 4032.00| 10.90000 14649.60| 2.15000 2889.60 ELECTRONIC ARROW | | | 0450 24282 500.000 HR | 17.00000 8500.00| 10.90000 5450.00| 26.22000 13110.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A89 -4 TABULATION OF BIDS CALL ORDER : A89 CONTRACT ID : C00058187C01 COUNTIES : HANOVER LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) B028 |( 3 ) N165 |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24430 6075.000 SY | 4.40000 26730.00| 2.96000 17982.00| 2.31000 14033.25 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0470 24601 30.000 LF | 5.20000 156.00| 5.15000 154.50| 27.00000 810.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0480 26117 32.000 TON | 58.50000 1872.00| 34.45000 1102.40| 67.68000 2165.76 DRY RIPRAP CL. AI | | | 0490 27022 2.000 ACRE| 10400.00000 20800.00| 8720.00000 17440.00| 1448.04000 2896.08 TOPSOIL CLASS B 2" | | | 0500 27102 252.000 LB | 17.00000 4284.00| 14.17000 3570.84| 27.00000 6804.00 REGULAR SEED | | | 0510 27103 236.000 LB | 4.00000 944.00| 3.09000 729.24| 12.96000 3058.56 OVERSEEDING | | | 0520 27215 1.000 TON | 1880.00000 1880.00| 1545.00000 1545.00| 1944.00000 1944.00 FERTILIZER(15-30-15) | | | 0530 27250 6.000 TON | 190.00000 1140.00| 154.50000 927.00| 378.00000 2268.00 LIME | | | 0540 27284 500.000 SY | 1.90000 950.00| 1.55000 775.00| 1.20000 600.00 EROSION CONTROL MULCH | | | 0550 27321 200.000 SY | 2.20000 440.00| 2.01000 402.00| 5.33000 1066.00 PROTECTIVE COVERING EC-2 | | | 0560 27410 10.000 EA | 630.00000 6300.00| 109.00000 1090.00| 318.92000 3189.20 CHECK DAM, ROCK TY. I | | | 0570 27430 454.000 CY | 14.00000 6356.00| 1.09000 494.86| 6.01000 2728.54 SILTATION CONTROL EXCAVATION | | | 0580 27450 14.000 EA | 150.00000 2100.00| 54.50000 763.00| 378.00000 5292.00 DROP INLET SILT TRAP, TYPE A | | | 0590 27460 5.000 EA | 130.00000 650.00| 54.50000 272.50| 378.00000 1890.00 DROP INLET SILT TRAP, TYPE B | | | 0600 27505 1800.000 LF | 2.00000 3600.00| 2.18000 3924.00| 3.98000 7164.00 TEMP. SILT FENCE | | | 0610 27545 330.000 CY | 12.00000 3960.00| 16.35000 5395.50| 5.52000 1821.60 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0620 27550 6.000 LF | 790.00000 4740.00| 1438.80000 8632.80| 879.48000 5276.88 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 0630 27580 200.000 CY | 19.50000 3900.00| 16.35000 3270.00| 5.48000 1096.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0640 40002 100.000 LF | 75.00000 7500.00| 103.00000 10300.00| 21.00000 2100.00 3/4" WATER SERVICE LINE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A89 -5 TABULATION OF BIDS CALL ORDER : A89 CONTRACT ID : C00058187C01 COUNTIES : HANOVER LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) B028 |( 3 ) N165 |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 50108 36.000 SF | 29.50000 1062.00| 27.25000 981.00| 30.67000 1104.12 SIGN PANEL | | | 0660 50204 70.000 LF | 15.00000 1050.00| 7.63000 534.10| 15.34000 1073.80 SIGN POST WOOD 4" X 4" | | | 0670 51910 68.000 LF | 5.00000 340.00| 3.27000 222.36| 7.36000 500.48 SAW CUT | | | 0680 54032 5425.000 LF | 0.50000 2712.50| 0.47000 2549.75| 1.19000 6455.75 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0690 54042 930.000 LF | 4.10000 3813.00| 5.67000 5273.10| 4.32000 4017.60 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0700 54217 30.000 EA | 89.50000 2685.00| 61.80000 1854.00| 162.00000 4860.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0710 54240 40.000 EA | 11.50000 460.00| 6.18000 247.20| 3.78000 151.20 TEMP. PAVE. MARKER 1 WAY | | | 0720 54242 80.000 EA | 11.50000 920.00| 6.70000 536.00| 5.94000 475.20 TEMP. PAVE. MARKER 2 WAY | | | 0730 54300 2.000 EA | 87.50000 175.00| 92.70000 185.40| 105.84000 211.68 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0740 54510 4300.000 LF | 1.00000 4300.00| 1.96000 8428.00| 2.02000 8686.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0750 54514 800.000 LF | 2.10000 1680.00| 3.92000 3136.00| 2.88000 2304.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0760 54550 2300.000 LF | 0.50000 1150.00| 1.60000 3680.00| 0.84000 1932.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,142,494.50| $ 1,160,901.62| $ 1,195,315.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,142,494.50| $ 1,160,901.62| $ 1,195,315.16 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A91 -1 TABULATION OF BIDS CALL ORDER : A91 CONTRACT ID : CM108BRA39569 COUNTIES : WASHINGTON LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/09 COMPLETION DATE PROJECT(S) : 0075-095-1063,SR01 FED # NONE CONTRACT DESCRIPTION: DECK REPLACEMENT; RTE. 75 BRIDGE OVER SPRING CREEK & APPR. 0.91 MI. N. TN STATE LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P316 PATRICK CONSTRUCTION, INC. $ 738,148.50 100.0000% 2 E155 ELK KNOB, INC. $ 749,586.36 101.5495% 3 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 892,542.15 120.9163% 4 D172 DLB, INC. $ 1,055,197.00 142.9519% 5 C174 CLECO CORPORATION $ 1,137,288.60 154.0731% ==================================================================================================================================== |( 1 ) P316 |( 2 ) E155 |( 3 ) F016 |PATRICK CONSTRUCTION, INC. |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| 72000.00000 72000.00 MOBILIZATION | | | 0020 00101 LUMP| 6000.00000 6000.00| 5088.00000 5088.00| 2900.00000 2900.00 CONSTRUCTION SURVEYING | | | 0030 10607 150.000 TON | 225.00000 33750.00| 220.00000 33000.00| 225.00000 33750.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 445.000 SY | 22.00000 9790.00| 16.00000 7120.00| 25.00000 11125.00 FLEXIBLE PAVEMENT PLANING | | | 0050 13345 2.000 EA | 2850.00000 5700.00| 3025.00000 6050.00| 2975.00000 5950.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13383 4.000 EA | 2050.00000 8200.00| 2420.00000 9680.00| 2120.00000 8480.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0070 13401 2.000 EA | 1200.00000 2400.00| 1925.00000 3850.00| 1175.00000 2350.00 NS GUARDRAIL GUARDRAIL REUSE ALT. BRKWY | | | CABLETERMINAL GR-9 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A91 -2 TABULATION OF BIDS CALL ORDER : A91 CONTRACT ID : CM108BRA39569 COUNTIES : WASHINGTON LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) E155 |( 3 ) F016 |PATRICK CONSTRUCTION, INC. |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13495 480.000 LF | 20.00000 9600.00| 24.00000 11520.00| 65.00000 31200.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0090 24160 811.000 SF | 17.50000 14192.50| 13.00000 10543.00| 15.00000 12165.00 CONSTRUCTION SIGNS | | | 0100 24278 2700.000 DAY | 1.00000 2700.00| 2.00000 5400.00| 0.50000 1350.00 GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 400.000 HR | 12.00000 4800.00| 15.00000 6000.00| 17.00000 6800.00 FLAGGER SERVICE | | | 0120 24288 540.000 DAY | 2.00000 1080.00| 2.50000 1350.00| 1.50000 810.00 WARNING LIGHT TY. B | | | 0130 24293 360.000 LF | 20.00000 7200.00| 18.00000 6480.00| 25.00000 9000.00 NS TRAFFIC BARRIER SERVICE TRAFFIC BARR | | | SERVICE CONCRETE DOUBLE FACE | | | 0140 24601 113.000 LF | 3.00000 339.00| 2.00000 226.00| 2.05000 231.65 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0150 24617 550.000 LF | 9.00000 4950.00| 16.50000 9075.00| 9.45000 5197.50 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0160 27430 34.000 CY | 1.00000 34.00| 0.25000 8.50| 1.00000 34.00 SILTATION CONTROL EXCAVATION | | | 0170 27505 200.000 LF | 10.00000 2000.00| 2.50000 500.00| 3.00000 600.00 TEMP. SILT FENCE | | | 0180 51950 LUMP| 32500.00000 32500.00| 31900.00000 31900.00| 53000.00000 53000.00 TEMP. SIGNALIZATION | | | 0190 54020 1400.000 LF | 1.25000 1750.00| 1.25000 1750.00| 1.15000 1610.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0200 54105 700.000 LF | 1.50000 1050.00| 1.25000 875.00| 1.15000 805.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54240 10.000 EA | 5.00000 50.00| 5.00000 50.00| 3.30000 33.00 TEMP. PAVE. MARKER 1 WAY | | | 0220 54510 1400.000 LF | 1.25000 1750.00| 1.25000 1750.00| 1.15000 1610.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0230 54522 24.000 LF | 9.00000 216.00| 8.25000 198.00| 8.25000 198.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0240 67904 LUMP| 17500.00000 17500.00| 12500.00000 12500.00| 52000.00000 52000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0250 68023 426.000 LF | 90.00000 38340.00| 90.00000 38340.00| 105.00000 44730.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A91 -3 TABULATION OF BIDS CALL ORDER : A91 CONTRACT ID : CM108BRA39569 COUNTIES : WASHINGTON LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) E155 |( 3 ) F016 |PATRICK CONSTRUCTION, INC. |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 68040 166.000 CY | 425.00000 70550.00| 745.00000 123670.00| 908.00000 150728.00 CONCRETE CLASS A4 | | | 0270 68090 662.000 SY | 6.50000 4303.00| 6.03000 3991.86| 6.00000 3972.00 BRIDGE DECK GROOVING | | | 0280 68105 48700.000 LB | 1.70000 82790.00| 1.88000 91556.00| 1.60000 77920.00 EPOXY COATED REINF. STEEL | | | 0290 68166 6.000 EA | 2500.00000 15000.00| 850.00000 5100.00| 4500.00000 27000.00 ANCHOR BOLT REPLACEMENT | | | 0300 68470 LUMP| 85000.00000 85000.00| 89650.00000 89650.00| 89650.00000 89650.00 NS PRE. & OVERCOAT EX. STR. PRE. & | | | OVERCOAT EX. STR. NO. 1063, TYPE B | | | 0310 68476 LUMP| 27500.00000 27500.00| 36300.00000 36300.00| 36300.00000 36300.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1063 | | | 0320 68492 LUMP| 2500.00000 2500.00| 2200.00000 2200.00| 2200.00000 2200.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1063, TYPE B | | | 0330 68900 LUMP| 145000.00000 145000.00| 100000.00000 100000.00| 100000.00000 100000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1063 | | | 0340 68908 LUMP| 18500.00000 18500.00| 12000.00000 12000.00| 15125.00000 15125.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SHEAR STUD CONNECTORS | | | 0350 69009 90.000 CY | 25.00000 2250.00| 40.00000 3600.00| 75.00000 6750.00 POROUS BACKFILL | | | 0360 69011 118.000 CY | 25.00000 2950.00| 30.00000 3540.00| 20.00000 2360.00 STRUCTURE EXCAVATION | | | 0370 69023 44.000 LF | 90.00000 3960.00| 100.00000 4400.00| 108.00000 4752.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0380 69030 17.000 CY | 700.00000 11900.00| 1000.00000 17000.00| 800.00000 13600.00 CONCRETE CLASS A3 | | | 0390 69105 2660.000 LB | 1.90000 5054.00| 1.25000 3325.00| 1.60000 4256.00 EPOXY COATED REINF. STEEL | | | SECTION TOTALS | $ 738,148.50| $ 749,586.36| $ 892,542.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 738,148.50| $ 749,586.36| $ 892,542.15 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A94 -1 TABULATION OF BIDS CALL ORDER : A94 CONTRACT ID : CM108BRB39542 COUNTIES : SMYTH LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/01/09 COMPLETION DATE PROJECT(S) : 0011-086-1074,SR02 FED # NONE CONTRACT DESCRIPTION: DECK REPLACEMENT; RTE. 11 BRIDGE OVER I-81 0.07 MI. E. RTE. 645 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 972,396.00 100.0000% 2 D172 DLB, INC. $ 1,025,719.00 105.4837% 3 C174 CLECO CORPORATION $ 1,057,640.00 108.7664% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,073,656.80 110.4135% 5 E155 ELK KNOB, INC. $ 1,204,433.00 123.8624% ==================================================================================================================================== |( 1 ) F016 |( 2 ) D172 |( 3 ) C174 |FORT CHISWELL CONSTRUCTION |DLB, INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 78000.00000 78000.00| 80000.00000 80000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 00101 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 15000.00000 15000.00 CONSTRUCTION SURVEYING | | | 0030 10607 31.000 TON | 400.00000 12400.00| 385.00000 11935.00| 400.00000 12400.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 533.000 SY | 25.00000 13325.00| 14.00000 7462.00| 25.00000 13325.00 FLEXIBLE PAVEMENT PLANING | | | 0050 13320 775.000 LF | 20.50000 15887.50| 20.00000 15500.00| 20.00000 15500.00 GUARDRAIL GR-2 | | | 0060 13383 4.000 EA | 2020.00000 8080.00| 2000.00000 8000.00| 7500.00000 30000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0070 24265 LUMP| 130000.00000 130000.00| 117000.00000 117000.00| 200000.00000 200000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1074 | | | 0080 24601 775.000 LF | 1.80000 1395.00| 3.50000 2712.50| 2.00000 1550.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL STR. NO. 1074 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A94 -2 TABULATION OF BIDS CALL ORDER : A94 CONTRACT ID : CM108BRB39542 COUNTIES : SMYTH LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) F016 |( 2 ) D172 |( 3 ) C174 |FORT CHISWELL CONSTRUCTION |DLB, INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 51950 LUMP| 53300.00000 53300.00| 51000.00000 51000.00| 45000.00000 45000.00 TEMP. SIGNALIZATION | | | 0090 54020 2000.000 LF | 1.15000 2300.00| 1.10000 2200.00| 2.00000 4000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0100 68022 238.000 LF | 110.00000 26180.00| 100.00000 23800.00| 400.00000 95200.00 RAILING,KANSAS CORRAL 32" W/CURB | | | 0110 68023 188.000 LF | 105.00000 19740.00| 105.00000 19740.00| 400.00000 75200.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0120 68040 190.000 CY | 936.00000 177840.00| 1105.00000 209950.00| 800.00000 152000.00 CONCRETE CLASS A4 | | | 0130 68090 709.000 SY | 6.00000 4254.00| 5.50000 3899.50| 10.00000 7090.00 BRIDGE DECK GROOVING | | | 0140 68105 52270.000 LB | 1.65000 86245.50| 2.00000 104540.00| 1.50000 78405.00 EPOXY COATED REINF. STEEL | | | 0150 68470 LUMP| 96371.00000 96371.00| 140000.00000 140000.00| 90000.00000 90000.00 NS PRE. & OVERCOAT EX. STR. PRE. & | | | OVERCOAT EX. STR. NO. 1074, TY. B | | | 0160 68476 LUMP| 30371.00000 30371.00| 56000.00000 56000.00| 25000.00000 25000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1074 | | | 0170 68492 LUMP| 2200.00000 2200.00| 14500.00000 14500.00| 2000.00000 2000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1074, TY. B | | | 0180 68900 LUMP| 175000.00000 175000.00| 106000.00000 106000.00| 100000.00000 100000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1074 | | | 0190 69009 26.000 CY | 65.00000 1690.00| 200.00000 5200.00| 100.00000 2600.00 POROUS BACKFILL | | | 0200 69011 38.000 CY | 30.00000 1140.00| 65.00000 2470.00| 100.00000 3800.00 STRUCTURE EXCAVATION | | | 0210 69030 5.000 CY | 850.00000 4250.00| 2150.00000 10750.00| 3000.00000 15000.00 CONCRETE CLASS A3 | | | 0220 69105 380.000 LB | 1.65000 627.00| 2.00000 760.00| 1.50000 570.00 EPOXY COATED REINF. STEEL | | | 0230 69500 24.000 SY | 1200.00000 28800.00| 1200.00000 28800.00| 1000.00000 24000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 972,396.00| $ 1,025,719.00| $ 1,057,640.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 972,396.00| $ 1,025,719.00| $ 1,057,640.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A96 -1 TABULATION OF BIDS CALL ORDER : A96 CONTRACT ID : C00086918C01 COUNTIES : FAIRFAX LETTING DATE : 07/23/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 03/16/09 COMPLETION DATE PROJECT(S) : (NFO)PM09-029-354, C501 FED # STP-PM09 (227) CONTRACT DESCRIPTION: BRIDGE REPAIRS ON RAMPS E & G OVER NORFOLK SOUTHERN RAILWAY 0.5 MI. FROM INT. I-495/I-95 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W613 WUNNA CONTRACTING CORPORATION $ 844,130.00 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,071,179.40 126.8974% 3 M640 MARTINS CONSTRUCTION CORP. $ 1,089,182.50 129.0302% 4 C174 CLECO CORPORATION $ 1,526,815.00 180.8744% ==================================================================================================================================== |( 1 ) W613 |( 2 ) F034 |( 3 ) M640 |WUNNA CONTRACTING CORPORATI |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 57000.00000 57000.00| 229000.00000 229000.00| 80000.00000 80000.00 MOBILIZATION | | | 0020 00101 LUMP| 17500.00000 17500.00| 10000.00000 10000.00| 3000.00000 3000.00 CONSTRUCTION SURVEYING | | | 0030 00120 450.000 CY | 22.00000 9900.00| 50.00000 22500.00| 45.00000 20250.00 REGULAR EXCAVATION | | | 0040 10099 134.000 TON | 20.00000 2680.00| 40.00000 5360.00| 60.00000 8040.00 AGGR. MATL. NO. 21A OR 21B | | | 0050 10128 258.000 TON | 21.00000 5418.00| 40.00000 10320.00| 57.00000 14706.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0060 10251 292.000 CY | 30.00000 8760.00| 40.00000 11680.00| 215.00000 62780.00 NS AGGR. MATERIAL AGGR. MATERIAL (NO. 2 | | | OR NO. 3) | | | 0070 10610 59.000 TON | 105.00000 6195.00| 200.00000 11800.00| 280.00000 16520.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0080 10630 32.000 SY | 10.00000 320.00| 12.00000 384.00| 220.00000 7040.00 FLEXIBLE PAVEMENT PLANING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A96 -2 TABULATION OF BIDS CALL ORDER : A96 CONTRACT ID : C00086918C01 COUNTIES : FAIRFAX LETTING DATE : 07/23/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) W613 |( 2 ) F034 |( 3 ) M640 |WUNNA CONTRACTING CORPORATI |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10636 66.000 TON | 105.00000 6930.00| 200.00000 13200.00| 300.00000 19800.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0100 10642 306.000 TON | 95.00000 29070.00| 150.00000 45900.00| 250.00000 76500.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0110 11070 508.000 LF | 4.00000 2032.00| 6.00000 3048.00| 8.00000 4064.00 NS SAW CUT SAW CUT ASPHALT PAVEMENT | | | 0120 12600 120.000 LF | 20.00000 2400.00| 40.00000 4800.00| 44.00000 5280.00 STD. COMB. CURB & GUTTER CG-6 | | | 0130 13320 463.000 LF | 25.00000 11575.00| 24.00000 11112.00| 33.00000 15279.00 GUARDRAIL GR-2 | | | 0140 13383 1.000 EA | 2000.00000 2000.00| 1980.00000 1980.00| 2700.00000 2700.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0150 13384 1.000 EA | 1000.00000 1000.00| 660.00000 660.00| 1000.00000 1000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0160 13604 1.000 EA | 6500.00000 6500.00| 8200.00000 8200.00| 8000.00000 8000.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0170 24152 1.000 EA | 400.00000 400.00| 350.00000 350.00| 450.00000 450.00 TYPE III BARRICADE 8' | | | 0180 24160 400.000 SF | 25.00000 10000.00| 26.00000 10400.00| 24.00000 9600.00 CONSTRUCTION SIGNS | | | 0190 24272 30.000 HR | 60.00000 1800.00| 40.00000 1200.00| 20.00000 600.00 TRUCK MOUNTED ATTENUATOR | | | 0200 24278 2910.000 DAY | 1.00000 2910.00| 1.00000 2910.00| 1.50000 4365.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24279 4320.000 HR | 6.50000 28080.00| 5.00000 21600.00| 8.00000 34560.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0220 24281 1920.000 HR | 5.00000 9600.00| 5.00000 9600.00| 4.00000 7680.00 ELECTRONIC ARROW | | | 0230 24282 50.000 HR | 22.00000 1100.00| 20.00000 1000.00| 25.00000 1250.00 FLAGGER SERVICE | | | 0240 24297 1350.000 LF | 36.00000 48600.00| 45.00000 60750.00| 66.00000 89100.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0250 24410 496.000 SY | 15.00000 7440.00| 15.00000 7440.00| 15.00000 7440.00 DEMOLITION OF PAVEMENT | | | 0260 24501 463.000 LF | 5.00000 2315.00| 3.60000 1666.80| 5.50000 2546.50 NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0270 27505 520.000 LF | 5.00000 2600.00| 3.00000 1560.00| 1.50000 780.00 TEMP. SILT FENCE | | | 0280 54032 1780.000 LF | 1.25000 2225.00| 1.08000 1922.40| 2.40000 4272.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A96 -3 TABULATION OF BIDS CALL ORDER : A96 CONTRACT ID : C00086918C01 COUNTIES : FAIRFAX LETTING DATE : 07/23/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) W613 |( 2 ) F034 |( 3 ) M640 |WUNNA CONTRACTING CORPORATI |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 54105 460.000 LF | 1.25000 575.00| 0.48000 220.80| 3.50000 1610.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0300 54512 3500.000 LF | 1.50000 5250.00| 1.34000 4690.00| 2.00000 7000.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0310 54516 4100.000 LF | 2.75000 11275.00| 2.69000 11029.00| 3.50000 14350.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0320 65120 27.000 SY | 200.00000 5400.00| 300.00000 8100.00| 100.00000 2700.00 EPOXY RESIN COATING | | | 0330 66720 664.000 SY | 150.00000 99600.00| 354.00000 235056.00| 280.00000 185920.00 CONCRETE BLOCK SLOPE PROTECTION | | | 0340 68018 20.000 LF | 360.00000 7200.00| 1200.00000 24000.00| 400.00000 8000.00 RAILING, ALUMINUM | | | 0350 68322 31.000 SY | 1000.00000 31000.00| 950.00000 29450.00| 2500.00000 77500.00 TYPE B PATCHING (HES) | | | 0360 68332 41.000 SY | 1200.00000 49200.00| 1200.00000 49200.00| 1000.00000 41000.00 TYPE C PATCHING (HES) | | | 0370 68340 44.000 GAL | 290.00000 12760.00| 400.00000 17600.00| 425.00000 18700.00 EPOXY-MORTOR PATCHING | | | 0380 68560 230.000 LF | 45.00000 10350.00| 75.00000 17250.00| 55.00000 12650.00 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 0390 68572 131.000 L.F.| 320.00000 41920.00| 300.00000 39300.00| 120.00000 15720.00 EXPANSION JOINT RECONSTRUCTION | | | 0400 68574 116.000 LF | 65.00000 7540.00| 54.00000 6264.00| 30.00000 3480.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0410 68631 100.000 LF | 150.00000 15000.00| 114.00000 11400.00| 85.00000 8500.00 CRACK SEALING | | | 0420 68904 54.000 EA | 850.00000 45900.00| 621.60000 33566.40| 1500.00000 81000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEANING & PAINTING STEEL | | | BEARINGS | | | 0430 68906 185.000 SF | 110.00000 20350.00| 37.00000 6845.00| 55.00000 10175.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR COMP. CARBON FRP BEAM | | | REPAIR(STRENG) | | | 0440 68906 1645.000 SF | 98.00000 161210.00| 25.00000 41125.00| 40.00000 65800.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR COMP. GLASS FRP BEAM REPAIR | | | (PROTECTIVE) | | | 0450 68910 10.000 SY | 1450.00000 14500.00| 1200.00000 12000.00| 1400.00000 14000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SUPERSTR. SURF. | | | REPAIR (HES) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A96 -4 TABULATION OF BIDS CALL ORDER : A96 CONTRACT ID : C00086918C01 COUNTIES : FAIRFAX LETTING DATE : 07/23/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) W613 |( 2 ) F034 |( 3 ) M640 |WUNNA CONTRACTING CORPORATI |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 69500 9.000 SY | 1350.00000 12150.00| 1200.00000 10800.00| 1350.00000 12150.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0470 69901 10.000 LF | 410.00000 4100.00| 144.00000 1440.00| 90.00000 900.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR EPOXY INJECTION CRACK | | | SEALING A ABUT. A | | | 0480 69908 5.000 SY | 500.00000 2500.00| 300.00000 1500.00| 85.00000 425.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR EPOXY RESIN COATING | | | SECTION TOTALS | $ 844,130.00| $ 1,071,179.40| $ 1,089,182.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,130.00| $ 1,071,179.40| $ 1,089,182.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A98 -1 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00077564M01 COUNTIES : SURRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 07/11/09 COMPLETION DATE PROJECT(S) : (NFO)0031-090-R08, M501 FED # HPP-090-5(018) (NFO)0031-090-R08, M501 FED # HPP-090-5(018) CONTRACT DESCRIPTION: 0.568 MI. WIDENING, DRAIN., ASPH. CONC. OVERLAY AND C & G FR: 0.586 MI. S. OF FERRY PIER TO: FERRY PIER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B978 HENRY S. BRANSCOME, L.L.C. $ 1,045,194.24 100.0000% 2 N165 GEORGE NICE & SONS, INC. $ 1,071,303.94 102.4981% 3 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 1,071,338.64 102.5014% 4 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 1,109,816.97 106.1828% 5 B850 BRANSCOME, INC. $ 1,110,863.81 106.2830% 6 W488 E. V. WILLIAMS, INC. $ 1,151,584.35 110.1790% 7 U134 ULTRA SERVICES, INC. $ 1,299,827.35 124.3623% ==================================================================================================================================== |( 1 ) B978 |( 2 ) N165 |( 3 ) H301 |HENRY S. BRANSCOME, L.L.C. |GEORGE NICE & SONS, INC. |HOWARD BROTHERS CONTRACTOR, 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| 53120.55000 53120.55| 105000.00000 105000.00| 91700.00000 91700.00 MOBILIZATION | | | 0020 00110 1.000 LS | 26460.00000 26460.00| 66195.00000 66195.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0030 00120 3927.000 CY | 25.12000 98646.24| 16.75000 65777.25| 33.00000 129591.00 REGULAR EXCAVATION | | | 0040 00170 82.000 CY | 90.22000 7398.04| 105.30000 8634.60| 50.00000 4100.00 NS SOIL SOIL ENGINEERED SOIL | | | 0050 00280 1300.000 CY | 27.20000 35360.00| 13.55000 17615.00| 21.50000 27950.00 SELECT MATL. TY. II MIN. CBR-20 | | | 0060 00355 5224.000 SY | 0.86000 4492.64| 1.45000 7574.80| 2.50000 13060.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A98 -2 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00077564M01 COUNTIES : SURRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B978 |( 2 ) N165 |( 3 ) H301 |HENRY S. BRANSCOME, L.L.C. |GEORGE NICE & SONS, INC. |HOWARD BROTHERS CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00525 3.000 CY | 1102.50000 3307.50| 785.00000 2355.00| 3000.00000 9000.00 CONCRETE CLASS A3 MISC. | | | 0080 00529 11.000 CY | 315.00000 3465.00| 280.00000 3080.00| 150.00000 1650.00 FLOWABLE BACKFILL | | | 0090 01122 23.000 LF | 60.59000 1393.57| 88.50000 2035.50| 68.00000 1564.00 12" CONC. PIPE | | | 0100 01152 1145.000 LF | 82.28000 94210.60| 35.60000 40762.00| 71.00000 81295.00 15" CONC. PIPE | | | 0110 01182 155.000 LF | 90.76000 14067.80| 47.60000 7378.00| 75.20000 11656.00 18" CONC. PIPE | | | 0120 02142 103.000 LF | 113.93000 11734.79| 61.70000 6355.10| 95.00000 9785.00 23" X 14" ELLIPTICAL CONC. PIPE | | | 0130 02192 153.000 LF | 131.68000 20147.04| 121.15000 18535.95| 110.00000 16830.00 30" X 19" ELLIPTICAL CONC. PIPE | | | 0140 06495 1.000 EA | 9040.50000 9040.50| 20860.00000 20860.00| 1000.00000 1000.00 NS END SECTION END SECTION RUBBER | | | BACKFLOW PREVENTER | | | 0150 06740 4.000 EA | 2020.20000 8080.80| 2645.00000 10580.00| 2300.00000 9200.00 DROP INLET DI-1 | | | 0160 06748 6.000 EA | 2650.20000 15901.20| 4365.00000 26190.00| 2900.00000 17400.00 DROP INLET DI-2B,L=6' | | | 0170 06749 2.000 EA | 2860.20000 5720.40| 4710.00000 9420.00| 3100.00000 6200.00 DROP INLET DI-2B,L=8' | | | 0180 06752 2.000 EA | 3805.20000 7610.40| 6355.00000 12710.00| 4000.00000 8000.00 DROP INLET DI-2B,L=14' | | | 0190 09056 6.000 LF | 517.83000 3106.98| 210.00000 1260.00| 500.00000 3000.00 MANHOLE MH-1 OR 2 | | | 0200 09057 1.000 EA | 496.13000 496.13| 455.00000 455.00| 500.00000 500.00 FRAME & COVER MH-1 | | | 0210 09150 5.000 TON | 91.17000 455.85| 120.00000 600.00| 100.00000 500.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0220 10128 2410.000 TON | 34.61000 83410.10| 32.95000 79409.50| 30.00000 72300.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0230 10636 982.000 TON | 104.90000 103011.80| 75.05000 73699.10| 105.00000 103110.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0240 10642 1297.000 TON | 87.68000 113720.96| 121.40000 157455.80| 87.50000 113487.50 ASPHALT CONCRETE TY. BM-25.0A | | | 0250 11070 4179.000 LF | 1.05000 4387.95| 3.00000 12537.00| 2.00000 8358.00 NS SAW CUT SAW CUT FLEXIBLE FULL DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A98 -3 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00077564M01 COUNTIES : SURRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B978 |( 2 ) N165 |( 3 ) H301 |HENRY S. BRANSCOME, L.L.C. |GEORGE NICE & SONS, INC. |HOWARD BROTHERS CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 12600 1602.000 LF | 15.23000 24398.46| 17.20000 27554.40| 22.00000 35244.00 STD. COMB. CURB & GUTTER CG-6 | | | 0270 12610 66.000 LF | 15.23000 1005.18| 13.25000 874.50| 22.00000 1452.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0280 12940 170.000 SY | 52.50000 8925.00| 54.50000 9265.00| 90.00000 15300.00 ENTRANCE GUTTER CG-9D | | | 0290 13232 10.000 SY | 3.31000 33.10| 9.35000 93.50| 300.00000 3000.00 GEOTEXTILE DRAINAGE FABRIC | | | 0300 24160 344.000 SF | 18.81000 6470.64| 45.00000 15480.00| 0.01000 3.44 CONSTRUCTION SIGNS | | | 0310 24260 274.000 TON | 44.01000 12058.74| 41.15000 11275.10| 32.00000 8768.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0320 24278 18000.000 DAY | 0.28000 5040.00| 1.05000 18900.00| 0.35000 6300.00 GROUP 2 CHANNELIZING DEVICES | | | 0330 24282 2900.000 HR | 23.10000 66990.00| 7.55000 21895.00| 18.00000 52200.00 FLAGGER SERVICE | | | 0340 25507 10.000 MO | 1434.30000 14343.00| 1880.00000 18800.00| 1200.00000 12000.00 FIELD OFFICE TY.III | | | 0350 27022 1.000 ACRE| 15847.34000 15847.34| 15525.00000 15525.00| 10000.00000 10000.00 TOPSOIL CLASS B 2" | | | 0360 27102 337.000 LB | 21.62000 7285.94| 31.95000 10767.15| 30.00000 10110.00 REGULAR SEED | | | 0370 27103 167.000 LB | 9.98000 1666.66| 10.25000 1711.75| 0.01000 1.67 OVERSEEDING | | | 0380 27215 1.000 TON | 1890.00000 1890.00| 1945.00000 1945.00| 1800.00000 1800.00 FERTILIZER(15-30-15) | | | 0390 27250 5.000 TON | 315.00000 1575.00| 325.00000 1625.00| 600.00000 3000.00 LIME | | | 0400 27284 1444.000 SY | 0.84000 1212.96| 0.45000 649.80| 0.50000 722.00 EROSION CONTROL MULCH | | | 0410 27325 6864.000 SY | 4.41000 30270.24| 0.85000 5834.40| 6.50000 44616.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0420 27410 10.000 EA | 472.50000 4725.00| 730.00000 7300.00| 225.00000 2250.00 CHECK DAM, ROCK TY. I | | | 0430 27415 21.000 EA | 66.15000 1389.15| 445.00000 9345.00| 225.00000 4725.00 CHECK DAM(ROCK) TY. II | | | 0440 27422 2.000 EA | 332.50000 665.00| 740.00000 1480.00| 200.00000 400.00 DEWATERING BASIN | | | 0450 27430 1086.000 CY | 1.10000 1194.60| 4.40000 4778.40| 0.01000 10.86 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A98 -4 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00077564M01 COUNTIES : SURRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B978 |( 2 ) N165 |( 3 ) H301 |HENRY S. BRANSCOME, L.L.C. |GEORGE NICE & SONS, INC. |HOWARD BROTHERS CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 27450 4.000 EA | 110.25000 441.00| 175.00000 700.00| 225.00000 900.00 DROP INLET SILT TRAP, TYPE A | | | 0470 27460 10.000 EA | 71.66000 716.60| 185.00000 1850.00| 225.00000 2250.00 DROP INLET SILT TRAP, TYPE B | | | 0480 27505 199.000 LF | 2.84000 565.16| 3.65000 726.35| 5.00000 995.00 TEMP. SILT FENCE | | | 0490 27506 5414.000 LF | 2.63000 14238.82| 3.35000 18136.90| 0.01000 54.14 TEMP. FILTER BARRIER | | | 0500 40380 236.000 LF | 30.23000 7134.28| 28.14000 6641.04| 25.50000 6018.00 NS WATER MAIN WATER MAIN 1 1/4" | | | 0510 40992 1.000 EA | 355.16000 355.16| 430.00000 430.00| 500.00000 500.00 NS WATER UTILITY WATER UTILITY 1 1/4" | | | VALVE & BOX | | | 0520 50108 83.000 SF | 99.75000 8279.25| 41.05000 3407.15| 35.00000 2905.00 SIGN PANEL | | | 0530 50867 1.000 EA | 576.80000 576.80| 865.00000 865.00| 400.00000 400.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0540 50900 224.000 LF | 43.26000 9690.24| 48.60000 10886.40| 46.00000 10304.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STEEL 2 1/2" SQ. W/ANCHOR | | | 0550 50900 512.000 LF | 23.69000 12129.28| 37.80000 19353.60| 30.00000 15360.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STEEL 2" SQ. W/ANCHOR | | | 0560 51598 1300.000 LF | 3.15000 4095.00| 2.70000 3510.00| 1.75000 2275.00 8/3 CONDUCTOR CABLE | | | 0570 51615 120.000 LF | 1.79000 214.80| 3.25000 390.00| 1.00000 120.00 14/1 ENCLOSED COND. CABLE | | | 0580 51912 24.000 LF | 30.90000 741.60| 8.65000 207.60| 22.00000 528.00 SAW CUT 3/8" | | | 0590 51913 15.000 LF | 49.44000 741.60| 8.65000 129.75| 24.00000 360.00 SAWCUT 5/8" | | | 0600 54032 15500.000 LF | 0.40000 6200.00| 0.41000 6355.00| 0.42000 6510.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0610 54042 700.000 LF | 2.89000 2023.00| 2.97000 2079.00| 3.00000 2100.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0620 54105 10500.000 LF | 0.47000 4935.00| 0.49000 5145.00| 0.50000 5250.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0630 54217 250.000 EA | 25.20000 6300.00| 25.92000 6480.00| 26.00000 6500.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A98 -5 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00077564M01 COUNTIES : SURRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B978 |( 2 ) N165 |( 3 ) H301 |HENRY S. BRANSCOME, L.L.C. |GEORGE NICE & SONS, INC. |HOWARD BROTHERS CONTRACTOR, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 54242 50.000 EA | 26.25000 1312.50| 27.00000 1350.00| 27.00000 1350.00 TEMP. PAVE. MARKER 2 WAY | | | 0650 54300 12.000 EA | 57.75000 693.00| 59.40000 712.80| 60.00000 720.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0660 54512 12000.000 LF | 0.97000 11640.00| 1.00000 12000.00| 1.00000 12000.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0670 56004 10.000 EA | 892.50000 8925.00| 1188.00000 11880.00| 1345.00000 13450.00 JUNCTION BOX JB-2A 2B OR 2C | | | 0680 56021 15.000 LF | 8.72000 130.80| 8.65000 129.75| 10.00000 150.00 1" PVC CONDUIT | | | 0690 56030 1250.000 LF | 3.68000 4600.00| 10.80000 13500.00| 12.00000 15000.00 2" CONDUIT | | | 0700 56042 100.000 LF | 26.25000 2625.00| 27.00000 2700.00| 22.00000 2200.00 NS CONDUIT CONDUIT CONDUIT BORED 2" PIP | | | 0710 70000 LUMP| 52.50000 52.50| 55.00000 55.00| 0.01000 0.01 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 001 - D-1 WOOD SIGN | | | 0720 70000 LUMP| 52.50000 52.50| 55.00000 55.00| 0.01000 0.01 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 001 - D-2 SIGN | | | 0730 70000 LUMP| 52.50000 52.50| 55.00000 55.00| 0.01000 0.01 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004 - D-3 SIGN | | | SECTION TOTALS | $ 1,045,194.24| $ 1,071,303.94| $ 1,071,338.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,045,194.24| $ 1,071,303.94| $ 1,071,338.64 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A99 -1 TABULATION OF BIDS CALL ORDER : A99 CONTRACT ID : C00071288M01 COUNTIES : CHARLOTTE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 03 CONTRACT TIME : 11/10/08 COMPLETION DATE PROJECT(S) : (NFO) 0015-019-106, M501 FED # STP-019-3(021) CONTRACT DESCRIPTION: GRADE, DRAIN AND ASP. PAVE FROM: 0.458 MI. S RTE. 15 N TO: 0.274 MI. S RTE, 15 N SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 483,128.00 100.0000% 2 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 497,672.00 103.0104% 3 W577 WCW EARTHWORKS, LLC $ 498,667.75 103.2165% 4 W061 WHITE'S CONSTRUCTION COMPANY, INC. $ 531,390.74 109.9896% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 570,581.05 118.1014% 6 J273 JIREH CONSTRUCTION COMPANY, INC. $ 624,819.16 129.3279% ==================================================================================================================================== |( 1 ) W210 |( 2 ) F451 |( 3 ) W577 |BURLEIGH CONSTRUCTION CO.,I |FIELDER'S CHOICE ENTERPRISE |WCW EARTHWORKS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 40000.00000 40000.00| 42500.00000 42500.00| 45000.00000 45000.00 MOBILIZATION | | | 0020 00125 LUMP| 40000.00000 40000.00| 21000.00000 21000.00| 35000.00000 35000.00 GRADING | | | 0030 00140 5400.000 CY | 11.00000 59400.00| 17.00000 91800.00| 17.75000 95850.00 BORROW EXCAVATION | | | 0040 01150 88.000 LF | 30.00000 2640.00| 26.00000 2288.00| 42.00000 3696.00 15" PIPE | | | 0050 01242 16.000 LF | 50.00000 800.00| 78.00000 1248.00| 75.00000 1200.00 24" CONC. PIPE | | | 0060 01302 16.000 LF | 65.00000 1040.00| 94.00000 1504.00| 95.00000 1520.00 30" CONC. PIPE | | | 0070 02242 16.000 LF | 100.00000 1600.00| 127.00000 2032.00| 225.00000 3600.00 38" X 24" ELLIPTICAL CONC. PIPE | | | 0080 06301 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| 850.00000 850.00 30" END SECTION ES-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A99 -2 TABULATION OF BIDS CALL ORDER : A99 CONTRACT ID : C00071288M01 COUNTIES : CHARLOTTE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) F451 |( 3 ) W577 |BURLEIGH CONSTRUCTION CO.,I |FIELDER'S CHOICE ENTERPRISE |WCW EARTHWORKS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 07510 1.000 EA | 2500.00000 2500.00| 3500.00000 3500.00| 2500.00000 2500.00 DROP INLET DI-7A | | | 0100 09150 13.000 TON | 35.00000 455.00| 75.00000 975.00| 105.00000 1365.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10041 20.000 TON | 35.00000 700.00| 38.00000 760.00| 32.50000 650.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0120 10128 1275.000 TON | 22.00000 28050.00| 19.00000 24225.00| 15.50000 19762.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10250 300.000 TON | 22.00000 6600.00| 27.00000 8100.00| 17.50000 5250.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 2 | | | MOT | | | 0140 10416 990.000 GAL | 10.00000 9900.00| 5.00000 4950.00| 10.15000 10048.50 LIQUID ASPHALT | | | 0150 10608 397.000 TON | 120.00000 47640.00| 111.00000 44067.00| 125.00000 49625.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0160 10612 1115.000 TON | 100.00000 111500.00| 100.00000 111500.00| 98.00000 109270.00 ASPHALT CONCRETE BASE COURSE TY. BM-25. | | | 0170 11070 50.000 LF | 12.00000 600.00| 15.00000 750.00| 12.00000 600.00 NS SAW CUT SAW CUT ASPHALT PAVEMENT | | | 0180 13320 150.000 LF | 25.00000 3750.00| 21.00000 3150.00| 22.00000 3300.00 GUARDRAIL GR-2 | | | 0190 13345 2.000 EA | 2800.00000 5600.00| 2500.00000 5000.00| 2640.00000 5280.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0200 16386 245.000 SY | 25.00000 6125.00| 5.00000 1225.00| 24.75000 6063.75 FLEXIBLE PAVEMENT PLANING | | | 0210 24100 200.000 HR | 20.00000 4000.00| 30.00000 6000.00| 1.00000 200.00 ALLAYING DUST | | | 0220 24160 224.000 SF | 15.00000 3360.00| 34.00000 7616.00| 12.00000 2688.00 CONSTRUCTION SIGNS | | | 0230 24260 2500.000 TON | 22.00000 55000.00| 20.00000 50000.00| 15.00000 37500.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0240 24278 1800.000 DAY | 1.00000 1800.00| 2.50000 4500.00| 2.50000 4500.00 GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 1000.000 HR | 15.00000 15000.00| 15.00000 15000.00| 18.50000 18500.00 FLAGGER SERVICE | | | 0260 24430 2262.000 SY | 7.00000 15834.00| 8.00000 18096.00| 7.50000 16965.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0270 27102 107.000 LB | 18.00000 1926.00| 12.00000 1284.00| 12.50000 1337.50 REGULAR SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : A99 -3 TABULATION OF BIDS CALL ORDER : A99 CONTRACT ID : C00071288M01 COUNTIES : CHARLOTTE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) F451 |( 3 ) W577 |BURLEIGH CONSTRUCTION CO.,I |FIELDER'S CHOICE ENTERPRISE |WCW EARTHWORKS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27103 67.000 LB | 4.00000 268.00| 7.00000 469.00| 6.50000 435.50 OVERSEEDING | | | 0290 27104 12.000 LB | 24.00000 288.00| 40.00000 480.00| 26.50000 318.00 LEGUME SEED | | | 0300 27105 7.000 LB | 24.00000 168.00| 15.00000 105.00| 22.00000 154.00 LEGUME OVERSEEDING | | | 0310 27215 1.000 TON | 1700.00000 1700.00| 2000.00000 2000.00| 1760.00000 1760.00 FERTILIZER(15-30-15) | | | 0320 27250 2.000 TON | 300.00000 600.00| 300.00000 600.00| 310.00000 620.00 LIME | | | 0330 27321 620.000 SY | 3.00000 1860.00| 3.00000 1860.00| 4.25000 2635.00 PROTECTIVE COVERING EC-2 | | | 0340 27415 10.000 EA | 300.00000 3000.00| 350.00000 3500.00| 165.00000 1650.00 CHECK DAM(ROCK) TY. II | | | 0350 27430 224.000 CY | 1.00000 224.00| 12.00000 2688.00| 1.00000 224.00 SILTATION CONTROL EXCAVATION | | | 0360 27450 1.000 EA | 500.00000 500.00| 850.00000 850.00| 1500.00000 1500.00 DROP INLET SILT TRAP, TYPE A | | | 0370 27505 1300.000 LF | 4.00000 5200.00| 3.50000 4550.00| 2.50000 3250.00 TEMP. SILT FENCE | | | 0380 40992 1.000 EA | 500.00000 500.00| 4000.00000 4000.00| 500.00000 500.00 NS WATER UTILITY WATER UTILITY ADJUST | | | WATER VALVE COVER | | | 0390 41825 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| 3500.00000 3500.00 RELOCATE EXIST. FIRE HYDRANT | | | SECTION TOTALS | $ 483,128.00| $ 497,672.00| $ 498,667.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,128.00| $ 497,672.00| $ 498,667.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : B13 -1 TABULATION OF BIDS CALL ORDER : B13 CONTRACT ID : C00082323N01 COUNTIES : ORANGE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/31/08 COMPLETION DATE PROJECT(S) : (NFO)0615-068-229,N501 FED # STP-068-7(019) CONTRACT DESCRIPTION: PAVEMENT OVERLAY, GUARDRAIL, PAVEMENT MARKING RTE. 673 ORANGE TOWN LIMITS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 771,835.00 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 934,772.50 121.1104% ==================================================================================================================================== |( 1 ) S066 |( 2 ) C224 |( ) |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GENERAL ITEMS | | | 0010 10123 3500.000 TON | 20.00000 70000.00| 19.00000 66500.00| AGGR. BASE MATL. TY. I NO. 21A | | | 0020 13310 63.000 LF | 70.00000 4410.00| 70.00000 4410.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13331 25.000 LF | 19.00000 475.00| 20.00000 500.00| RAD. GUARDRAIL GR-2 | | | 0040 13345 4.000 EA | 2400.00000 9600.00| 2500.00000 10000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0050 13400 1025.000 LF | 20.00000 20500.00| 20.00000 20500.00| NS GUARDRAIL GUARDRAIL GR-2, 8" POSTS | | | 0060 13400 1100.000 LF | 3.00000 3300.00| 3.25000 3575.00| NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0070 13401 8.000 EA | 500.00000 4000.00| 600.00000 4800.00| NS GUARDRAIL GUARDRAIL TERMINAL SITE | | | PREP | | | 0080 16355 9000.000 TON | 70.00000 630000.00| 86.40000 777600.00| ASPHALT CONCRETE TY. SM-12.5D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : B13 -2 TABULATION OF BIDS CALL ORDER : B13 CONTRACT ID : C00082323N01 COUNTIES : ORANGE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) C224 |( ) |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 16388 4000.000 SY | 1.00000 4000.00| 4.50000 18000.00| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0100 24501 950.000 LF | 2.00000 1900.00| 2.25000 2137.50| NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0110 27506 1000.000 LF | 1.00000 1000.00| 1.75000 1750.00| TEMP. FILTER BARRIER | | | 0120 54020 117500.000 LF | 0.18000 21150.00| 0.20000 23500.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0130 54060 100.000 LF | 15.00000 1500.00| 15.00000 1500.00| TYPE B CLASS IV PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 771,835.00| $ 934,772.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 771,835.00| $ 934,772.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PBT -1 TABULATION OF BIDS CALL ORDER : PBT CONTRACT ID : CM508DPA39587B COUNTIES : ACCOMACK LETTING DATE : 07/23/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/03/08 COMPLETION DATE PROJECT(S) : DP-5A-08 FED # NONE CONTRACT DESCRIPTION: CONCRETE PIPE JOINT INTERNAL RESEAL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H667 HUNTING SPECIALIZED PRODUCTS, INC. $ 343,978.00 100.0000% 2 T301 TRI-STATE UTILITIES CO. $ 374,250.00 108.8006% ==================================================================================================================================== |( 1 ) H667 |( 2 ) T301 |( ) |HUNTING SPECIALIZED PRODUCT |TRI-STATE UTILITIES CO. | 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| 10000.00000 10000.00| 25000.00000 25000.00| MOBILIZATION | | | 0020 02091 18.000 EA | 531.00000 9558.00| 1750.00000 31500.00| NS PIPE PIPE PIPE REHABILITATION SEAL, | | | 18" | | | 0030 02091 40.000 EA | 648.00000 25920.00| 1850.00000 74000.00| NS PIPE PIPE PIPE REHABILITATION SEAL, | | | 24" | | | 0040 02091 125.000 EA | 1155.00000 144375.00| 900.00000 112500.00| NS PIPE PIPE PIPE REHABILITATION SEAL, | | | 42" | | | 0050 02091 125.000 EA | 1233.00000 154125.00| 1050.00000 131250.00| NS PIPE PIPE PIPE REHABILITATION SEAL, | | | 48" | | | SECTION TOTALS | $ 343,978.00| $ 374,250.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,978.00| $ 374,250.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PD5 -1 TABULATION OF BIDS CALL ORDER : PD5 CONTRACT ID : C00072318N01 COUNTIES : AMHERST LETTING DATE : 07/23/08 10:00 AM DISTRICT : 03 CONTRACT TIME : 105 CALENDAR DAYS PROJECT(S) : 0659-005-P81, N501 FED # NONE 0709-062-P81, N501 FED # NONE CONTRACT DESCRIPTION: RURAL RUSTIC 2 ROUTES AMHERST/NELSON COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H101 R. W. HARRIS EXCAVATING, INC. $ 511,543.23 100.0000% 2 C024 A. R. COFFEY AND SONS, INC. $ 513,405.90 100.3641% 3 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 539,396.62 105.4450% 4 P020 F. CLAYTON PLECKER & SONS, INC. $ 545,685.45 106.6744% 5 D172 DLB, INC. $ 596,361.40 116.5808% 6 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 597,845.60 116.8710% ==================================================================================================================================== |( 1 ) H101 |( 2 ) C024 |( 3 ) K006 |R. W. HARRIS EXCAVATING, IN |A. R. COFFEY AND SONS, INC. |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| 40000.00000 40000.00| 30000.00000 30000.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 00122 20064.000 LF | 4.80000 96307.20| 5.80000 116371.20| 5.15000 103329.60 NS GRADING GRADING RURAL RUSTIC | | | (LIMITED) | | | 0030 01180 120.000 LF | 32.50000 3900.00| 24.00000 2880.00| 46.20000 5544.00 18" PIPE | | | 0040 01240 24.000 LF | 60.00000 1440.00| 28.50000 684.00| 76.75000 1842.00 24" PIPE | | | 0050 09150 22.000 TON | 70.00000 1540.00| 36.00000 792.00| 41.90000 921.80 EROSION CONTROL STONE CLASS I, EC-1 | | | 0060 10123 6056.000 TON | 20.00000 121120.00| 23.00000 139288.00| 23.35000 141407.60 AGGR. BASE MATL. TY. I NO. 21A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PD5 -2 TABULATION OF BIDS CALL ORDER : PD5 CONTRACT ID : C00072318N01 COUNTIES : AMHERST LETTING DATE : 07/23/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) H101 |( 2 ) C024 |( 3 ) K006 |R. W. HARRIS EXCAVATING, IN |A. R. COFFEY AND SONS, INC. |KEY CONSTRUCTION COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 10416 32102.000 GAL | 3.74000 120061.48| 3.45000 110751.90| 3.65000 117172.30 LIQUID ASPHALT | | | 0080 10468 535.000 TON | 35.15000 18805.25| 36.50000 19527.50| 43.05000 23031.75 COVER MATL. AGGR. NO. 68 | | | 0090 10478 446.000 TON | 36.10000 16100.60| 37.60000 16769.60| 44.10000 19668.60 COVER MATL. AGGR. NO. 78 | | | 0100 10480 357.000 TON | 37.20000 13280.40| 38.60000 13780.20| 45.15000 16118.55 COVER MATL. AGGR. NO. 8 | | | 0110 24100 400.000 HR | 30.00000 12000.00| 26.00000 10400.00| 22.60000 9040.00 ALLAYING DUST | | | 0120 24160 484.000 SF | 18.00000 8712.00| 8.00000 3872.00| 25.55000 12366.20 CONSTRUCTION SIGNS | | | 0130 24278 1000.000 DAY | 1.10000 1100.00| 1.00000 1000.00| 1.00000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24282 1300.000 HR | 15.00000 19500.00| 15.00000 19500.00| 15.50000 20150.00 FLAGGER SERVICE | | | 0150 27102 808.000 LB | 12.00000 9696.00| 9.00000 7272.00| 14.70000 11877.60 REGULAR SEED | | | 0160 27103 505.000 LB | 2.00000 1010.00| 0.00000 0.00| 3.15000 1590.75 OVERSEEDING | | | 0170 27104 30.000 LB | 23.00000 690.00| 20.00000 600.00| 23.10000 693.00 LEGUME SEED | | | 0180 27105 19.000 LB | 4.00000 76.00| 0.00000 0.00| 23.10000 438.90 LEGUME OVERSEEDING | | | 0190 27215 3.000 TON | 575.00000 1725.00| 600.00000 1800.00| 1575.00000 4725.00 FERTILIZER(15-30-15) | | | 0200 27250 16.000 TON | 110.00000 1760.00| 140.00000 2240.00| 157.50000 2520.00 LIME | | | 0210 27321 389.000 SY | 3.00000 1167.00| 2.50000 972.50| 1.83000 711.87 PROTECTIVE COVERING EC-2 | | | 0220 27415 81.000 EA | 225.00000 18225.00| 150.00000 12150.00| 135.25000 10955.25 CHECK DAM(ROCK) TY. II | | | 0230 27430 213.000 CY | 0.10000 21.30| 0.00000 0.00| 8.25000 1757.25 SILTATION CONTROL EXCAVATION | | | 0240 27505 1102.000 LF | 3.00000 3306.00| 2.50000 2755.00| 2.30000 2534.60 TEMP. SILT FENCE | | | SECTION TOTALS | $ 511,543.23| $ 513,405.90| $ 539,396.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 511,543.23| $ 513,405.90| $ 539,396.62 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PG7 -1 TABULATION OF BIDS CALL ORDER : PG7 CONTRACT ID : CM408PMU39639 COUNTIES : CHARLES CITY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/15/08 COMPLETION DATE PROJECT(S) : PM-4U-08 FED # NONE CONTRACT DESCRIPTION: ASPHALT OVERLAY WITH GUARDRAIL UPGRADE FROM INTERSECTION ROUTE 155 TO INTERSECTION ROUTE 609 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L015 LEE HY PAVING CORPORATION $ 426,745.93 100.0000% 2 B850 BRANSCOME, INC. $ 444,430.25 104.1440% 3 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 459,306.04 107.6299% 4 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 484,895.20 113.6262% 5 C750 COLONY CONSTRUCTION, INC. $ 490,286.05 114.8894% 6 S021 B. P. SHORT & SON PAVING CO., INC. $ 516,923.05 121.1313% ==================================================================================================================================== |( 1 ) L015 |( 2 ) B850 |( 3 ) B028 |LEE HY PAVING CORPORATION |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13320 300.000 LF | 23.10000 6930.00| 23.00000 6900.00| 24.20000 7260.00 GUARDRAIL GR-2 | | | 0020 13345 2.000 EA | 3045.00000 6090.00| 3200.00000 6400.00| 3190.00000 6380.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0030 13355 38.000 LF | 37.00000 1406.00| 40.00000 1520.00| 38.50000 1463.00 GUARDRAIL GR-10 | | | 0040 13401 2.000 EA | 260.00000 520.00| 275.00000 550.00| 275.00000 550.00 NS GUARDRAIL GUARDRAIL REMOVE EXISTING | | | GUARDRAIL TERMINAL | | | 0050 16242 706.000 TON | 20.88000 14741.28| 39.00000 27534.00| 23.74000 16760.44 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0060 16355 5365.000 TON | 72.25000 387621.25| 73.00000 391645.00| 77.72000 416967.80 ASPHALT CONCRETE TY. SM-12.5D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PG7 -2 TABULATION OF BIDS CALL ORDER : PG7 CONTRACT ID : CM408PMU39639 COUNTIES : CHARLES CITY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L015 |( 2 ) B850 |( 3 ) B028 |LEE HY PAVING CORPORATION |BRANSCOME, INC. |BLAKEMORE CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 24601 325.000 LF | 4.20000 1365.00| 4.25000 1381.25| 4.40000 1430.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE EXISTING GUARDRAIL | | | 0080 54020 39900.000 LF | 0.19000 7581.00| 0.20000 7980.00| 0.20000 7980.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0090 54028 52.000 LF | 9.45000 491.40| 10.00000 520.00| 9.90000 514.80 TYPE A PAVEMENT LINE MARKING 24" | | | SECTION TOTALS | $ 426,745.93| $ 444,430.25| $ 459,306.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 426,745.93| $ 444,430.25| $ 459,306.04 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PG9 -1 TABULATION OF BIDS CALL ORDER : PG9 CONTRACT ID : C00089186B72 COUNTIES : ALBEMARLE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 CONTRACT TIME : 05/15/09 COMPLETION DATE PROJECT(S) : BRDG-002-796,B672 FED # NONE CONTRACT DESCRIPTION: BRIDGE SUPERSTRUCTURE REPLACEMENT RTE. 665 OVER BUCK MOUNTAIN CREEK ALBEMARLE COUNTY - 0.01 MI. E. INT. RTE. 667 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F440 FAIRFIELD-ECHOLS, LLC $ 436,891.07 100.0000% 2 G181 GENERAL EXCAVATION, INC. $ 467,816.65 107.0786% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 508,580.00 116.4089% 4 B728 D. A. BROWN, INC. $ 529,278.20 121.1465% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 642,566.00 147.0769% 6 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 656,353.00 150.2326% ==================================================================================================================================== |( 1 ) F440 |( 2 ) G181 |( 3 ) W210 |FAIRFIELD-ECHOLS, LLC |GENERAL EXCAVATION, 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| 37600.00000 37600.00| 18000.00000 18000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00101 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 8000.00000 8000.00 CONSTRUCTION SURVEYING | | | 0030 10123 10.000 TON | 45.00000 450.00| 90.00000 900.00| 70.00000 700.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0040 10607 103.000 TON | 202.00000 20806.00| 199.50000 20548.50| 310.00000 31930.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 13320 375.000 LF | 20.35000 7631.25| 20.20000 7575.00| 24.00000 9000.00 GUARDRAIL GR-2 | | | 0060 13331 63.000 LF | 22.30000 1404.90| 22.05000 1389.15| 26.00000 1638.00 RAD. GUARDRAIL GR-2 | | | 0070 13345 1.000 EA | 2650.00000 2650.00| 2625.00000 2625.00| 3000.00000 3000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PG9 -2 TABULATION OF BIDS CALL ORDER : PG9 CONTRACT ID : C00089186B72 COUNTIES : ALBEMARLE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) G181 |( 3 ) W210 |FAIRFIELD-ECHOLS, LLC |GENERAL EXCAVATION, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13401 4.000 EA | 2280.00000 9120.00| 2260.00000 9040.00| 2750.00000 11000.00 NS GUARDRAIL GUARDRAIL FIXED OBJECT | | | ATTACHMENT BR-GR-46 | | | 0090 13590 300.000 LF | 12.75000 3825.00| 12.60000 3780.00| 15.00000 4500.00 TRAFFIC BARRIER SERVICE GUARDRAIL | | | 0100 24152 4.000 EA | 800.00000 3200.00| 500.00000 2000.00| 400.00000 1600.00 TYPE III BARRICADE 8' | | | 0110 24160 885.000 SF | 14.75000 13053.75| 26.00000 23010.00| 16.00000 14160.00 CONSTRUCTION SIGNS | | | 0120 24282 300.000 HR | 15.00000 4500.00| 19.00000 5700.00| 25.00000 7500.00 FLAGGER SERVICE | | | 0130 24503 LUMP| 9000.00000 9000.00| 1000.00000 1000.00| 3000.00000 3000.00 NS REMOVE EXIST. REMOVE EXIST. DRAINAGE | | | APRONS | | | 0140 24601 440.000 LF | 2.55000 1122.00| 2.50000 1100.00| 4.00000 1760.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ....510 | | | 0150 27430 17.000 CY | 0.01000 0.17| 36.00000 612.00| 1.00000 17.00 SILTATION CONTROL EXCAVATION | | | 0160 27506 200.000 LF | 4.00000 800.00| 3.70000 740.00| 4.50000 900.00 TEMP. FILTER BARRIER | | | 0170 54020 500.000 LF | 1.10000 550.00| 2.90000 1450.00| 1.20000 600.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0180 54512 300.000 LF | 1.10000 330.00| 2.90000 870.00| 1.25000 375.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0190 61130 8.000 EA | 6700.00000 53600.00| 7940.00000 63520.00| 7500.00000 60000.00 PRESTR. CONC. SLAB 3' X 15" X(+30' - | | | 35') | | | 0200 61180 24.000 EA | 6700.00000 160800.00| 7840.00000 188160.00| 7500.00000 180000.00 PRESTR. CONC. SLAB 4' X 15" X(+30' - | | | 35') | | | 0210 62031 256.000 L.F.| 88.00000 22528.00| 175.00000 44800.00| 175.00000 44800.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0220 68578 7.000 LF | 640.00000 4480.00| 101.00000 707.00| 400.00000 2800.00 BACK WALL RECONSTRUCTION | | | 0230 68760 260.000 LF | 66.00000 17160.00| 100.00000 26000.00| 45.00000 11700.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | PAR. | | | 0240 68900 LUMP| 48900.00000 48900.00| 30100.00000 30100.00| 58000.00000 58000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6055 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PG9 -3 TABULATION OF BIDS CALL ORDER : PG9 CONTRACT ID : C00089186B72 COUNTIES : ALBEMARLE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F440 |( 2 ) G181 |( 3 ) W210 |FAIRFIELD-ECHOLS, LLC |GENERAL EXCAVATION, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 69021 40.000 LF | 88.00000 3520.00| 188.00000 7520.00| 175.00000 7000.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0260 69500 1.000 SY | 1200.00000 1200.00| 2350.00000 2350.00| 3500.00000 3500.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0270 69627 11.000 TON | 60.00000 660.00| 120.00000 1320.00| 100.00000 1100.00 DRY RIPRAP CL. I | | | SECTION TOTALS | $ 436,891.07| $ 467,816.65| $ 508,580.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 436,891.07| $ 467,816.65| $ 508,580.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PH8 -1 TABULATION OF BIDS CALL ORDER : PH8 CONTRACT ID : C00089240B01 COUNTIES : WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 05/01/09 COMPLETION DATE PROJECT(S) : BRDG-961-011, B601 FED # NONE BRDG-961-011, B602 FED # NONE BRDG-961-011, B603 FED # NONE CONTRACT DESCRIPTION: PRECAST BRIDGE SUPERSTRUCTURE REPLACEMENT .09 MI. TO RTE. 678 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C024 A. R. COFFEY AND SONS, INC. $ 247,961.16 100.0000% 2 E155 ELK KNOB, INC. $ 256,323.90 103.3726% 3 P316 PATRICK CONSTRUCTION, INC. $ 278,508.50 112.3194% 4 D172 DLB, INC. $ 290,274.50 117.0645% 5 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 377,783.17 152.3558% 6 C174 CLECO CORPORATION $ 572,502.00 230.8837% ==================================================================================================================================== |( 1 ) C024 |( 2 ) E155 |( 3 ) P316 |A. R. COFFEY AND SONS, INC. |ELK KNOB, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00110 3.000 LS | 6000.00000 6000.00| 2500.00000 2500.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0030 10607 84.000 TON | 210.00000 17640.00| 231.00000 19404.00| 220.00000 18480.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 1442.000 SY | 21.00000 30282.00| 11.45000 16510.90| 22.00000 31724.00 FLEXIBLE PAVEMENT PLANING | | | 0050 13345 9.000 EA | 2850.00000 25650.00| 3135.00000 28215.00| 2950.00000 26550.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PH8 -2 TABULATION OF BIDS CALL ORDER : PH8 CONTRACT ID : C00089240B01 COUNTIES : WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) E155 |( 3 ) P316 |A. R. COFFEY AND SONS, INC. |ELK KNOB, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 13400 75.000 LF | 60.00000 4500.00| 66.00000 4950.00| 65.00000 4875.00 NS GUARDRAIL GUARDRAIL RADIAL THRIE BEA | | | 0070 13400 96.000 LF | 50.00000 4800.00| 55.00000 5280.00| 55.00000 5280.00 NS GUARDRAIL GUARDRAIL THRIE BEAM | | | 0080 24152 6.000 EA | 300.00000 1800.00| 275.00000 1650.00| 500.00000 3000.00 TYPE III BARRICADE 8' | | | 0090 24160 413.000 SF | 14.50000 5988.50| 16.00000 6608.00| 17.50000 7227.50 CONSTRUCTION SIGNS | | | 0100 24278 336.000 DAY | 1.00000 336.00| 1.00000 336.00| 2.00000 672.00 GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 96.000 HR | 18.00000 1728.00| 15.00000 1440.00| 20.00000 1920.00 FLAGGER SERVICE | | | 0120 24290 120.000 LF | 40.00000 4800.00| 20.00000 2400.00| 20.00000 2400.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0130 62536 LUMP| 45724.71000 45724.71| 45500.00000 45500.00| 38500.00000 38500.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE STR 6011 PRECAST SLAB | | | 0140 62536 LUMP| 34720.80000 34720.80| 36000.00000 36000.00| 32500.00000 32500.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE STR 6165 PRECAST SLAB | | | 0150 62536 LUMP| 32965.15000 32965.15| 31500.00000 31500.00| 30000.00000 30000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE STR 6285 PRECAST SLAB | | | 0160 68476 LUMP| 1200.00000 1200.00| 1320.00000 1320.00| 1700.00000 1700.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR 6011 | | | 0170 68476 LUMP| 1200.00000 1200.00| 1320.00000 1320.00| 1700.00000 1700.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR 6285 | | | 0180 68492 LUMP| 450.00000 450.00| 495.00000 495.00| 700.00000 700.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR 6011 TYPE B | | | 0190 68492 LUMP| 450.00000 450.00| 495.00000 495.00| 700.00000 700.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR 6285 TYPE B | | | 0200 68900 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 2500.00000 2500.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. 6011 | | | 0210 68900 LUMP| 2500.00000 2500.00| 9500.00000 9500.00| 4000.00000 4000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. 6165 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PH8 -3 TABULATION OF BIDS CALL ORDER : PH8 CONTRACT ID : C00089240B01 COUNTIES : WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) E155 |( 3 ) P316 |A. R. COFFEY AND SONS, INC. |ELK KNOB, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 68900 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 2500.00000 2500.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. 6285 | | | 0230 69009 11.000 CY | 36.00000 396.00| 40.00000 440.00| 30.00000 330.00 POROUS BACKFILL | | | 0240 69011 11.000 CY | 30.00000 330.00| 60.00000 660.00| 250.00000 2750.00 STRUCTURE EXCAVATION | | | 0250 69500 14.000 SY | 250.00000 3500.00| 450.00000 6300.00| 250.00000 3500.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 247,961.16| $ 256,323.90| $ 278,508.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 247,961.16| $ 256,323.90| $ 278,508.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PI3 -1 TABULATION OF BIDS CALL ORDER : PI3 CONTRACT ID : C00089994B55 COUNTIES : FRANKLIN LETTING DATE : 07/23/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/19/08 COMPLETION DATE PROJECT(S) : 0619-033-713, B655 FED # NONE CONTRACT DESCRIPTION: RTE. 619 OVER SNOW CREEK FRANKLIN COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 247,957.38 100.0000% 2 W210 BURLEIGH CONSTRUCTION CO., INC. $ 281,729.90 113.6203% 3 C174 CLECO CORPORATION $ 369,326.00 148.9474% ==================================================================================================================================== |( 1 ) L005 |( 2 ) W210 |( 3 ) C174 |LANFORD BROTHERS COMPANY, I |BURLEIGH CONSTRUCTION CO.,I |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 24083.00000 24083.00| 24500.00000 24500.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 10128 60.000 TON | 45.00000 2700.00| 35.00000 2100.00| 50.00000 3000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0030 10630 463.000 SY | 10.00000 4630.00| 15.00000 6945.00| 25.00000 11575.00 FLEXIBLE PAVEMENT PLANING | | | 0040 10635 53.000 TON | 284.00000 15052.00| 400.00000 21200.00| 500.00000 26500.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 13312 1.000 EA | 2775.00000 2775.00| 2700.00000 2700.00| 3000.00000 3000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13320 375.000 LF | 21.00000 7875.00| 24.00000 9000.00| 20.00000 7500.00 GUARDRAIL GR-2 | | | 0070 13331 25.000 LF | 26.00000 650.00| 27.00000 675.00| 25.00000 625.00 RAD. GUARDRAIL GR-2 | | | 0080 13345 2.000 EA | 2975.00000 5950.00| 3200.00000 6400.00| 6000.00000 12000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0090 13401 4.000 EA | 5475.00000 21900.00| 3900.00000 15600.00| 15000.00000 60000.00 NS GUARDRAIL GUARDRAIL BRIDGE ATTACH. | | | BR-GR-3A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PI3 -2 TABULATION OF BIDS CALL ORDER : PI3 CONTRACT ID : C00089994B55 COUNTIES : FRANKLIN LETTING DATE : 07/23/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) W210 |( 3 ) C174 |LANFORD BROTHERS COMPANY, I |BURLEIGH CONSTRUCTION CO.,I |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13495 312.000 LF | 12.00000 3744.00| 44.00000 13728.00| 40.00000 12480.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0110 13623 2.000 EA | 750.00000 1500.00| 3000.00000 6000.00| 4000.00000 8000.00 IMPACT ATTENUATOR SERVICE TYPE II-12 | | | 0120 24160 600.000 SF | 64.00000 38400.00| 11.00000 6600.00| 30.00000 18000.00 CONSTRUCTION SIGNS | | | 0130 24278 1890.000 DAY | 1.00000 1890.00| 1.00000 1890.00| 2.00000 3780.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24282 210.000 HR | 15.00000 3150.00| 17.00000 3570.00| 20.00000 4200.00 FLAGGER SERVICE | | | 0150 24288 990.000 DAY | 2.50000 2475.00| 1.60000 1584.00| 4.00000 3960.00 WARNING LIGHT TY. B | | | 0160 24292 4.000 EA | 1.00000 4.00| 100.00000 400.00| 2000.00000 8000.00 TRAFFIC BARR. SERVICE, CONC. LATERAL | | | SUPPORT | | | 0170 24297 520.000 LF | 9.00000 4680.00| 30.00000 15600.00| 25.00000 13000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0180 51950 LUMP| 20165.00000 20165.00| 46000.00000 46000.00| 37000.00000 37000.00 TEMP. SIGNALIZATION | | | 0190 54020 1000.000 LF | 1.36000 1360.00| 1.25000 1250.00| 3.00000 3000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0200 54240 40.000 EA | 7.63000 305.20| 3.50000 140.00| 15.00000 600.00 TEMP. PAVE. MARKER 1 WAY | | | 0210 54466 500.000 LF | 2.51000 1255.00| 2.30000 1150.00| 3.75000 1875.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0220 54510 750.000 LF | 1.53000 1147.50| 1.25000 937.50| 3.00000 2250.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0230 54514 800.000 LF | 3.05000 2440.00| 2.60000 2080.00| 4.00000 3200.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0240 54522 48.000 LF | 9.16000 439.68| 8.30000 398.40| 15.00000 720.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0250 68090 411.000 SY | 7.00000 2877.00| 14.00000 5754.00| 6.00000 2466.00 BRIDGE DECK GROOVING | | | 0260 68314 411.000 SY | 10.00000 4110.00| 18.00000 7398.00| 20.00000 8220.00 TYPE A MILLING (1" DEPTH) | | | 0270 68320 10.000 SY | 250.00000 2500.00| 220.00000 2200.00| 400.00000 4000.00 TYPE B PATCHING | | | 0280 68330 5.000 SY | 500.00000 2500.00| 300.00000 1500.00| 600.00000 3000.00 TYPE C PATCHING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PI3 -3 TABULATION OF BIDS CALL ORDER : PI3 CONTRACT ID : C00089994B55 COUNTIES : FRANKLIN LETTING DATE : 07/23/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) W210 |( 3 ) C174 |LANFORD BROTHERS COMPANY, I |BURLEIGH CONSTRUCTION CO.,I |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 68600 11.000 SY | 1500.00000 16500.00| 1000.00000 11000.00| 1000.00000 11000.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0300 68610 411.000 SY | 100.00000 41100.00| 130.00000 53430.00| 125.00000 51375.00 LATEX HYDRAULIC CEM CONC 1 1/4"-1 3/4" | | | 0310 68908 LUMP| 9800.00000 9800.00| 10000.00000 10000.00| 15000.00000 15000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE COLOR COAT | | | STR#6372 | | | SECTION TOTALS | $ 247,957.38| $ 281,729.90| $ 369,326.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 247,957.38| $ 281,729.90| $ 369,326.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ2 -1 TABULATION OF BIDS CALL ORDER : PJ2 CONTRACT ID : C00089323B06 COUNTIES : KING & QUEEN LETTING DATE : 07/23/08 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/31/09 COMPLETION DATE PROJECT(S) : 0360-049-562, B606 FED # NONE 0360-049-562, B607 FED # NONE CONTRACT DESCRIPTION: BRIDGE PAINTING RTE. 360 OVER MATTAPONI RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K129 KLICOS PAINTING COMPANY, INC. $ 607,195.60 100.0000% 2 A1000 ATLAS PAINTING AND SHEETING CORP. $ 620,000.00 102.1088% ==================================================================================================================================== |( 1 ) K129 |( 2 ) A1000 |( ) |KLICOS PAINTING COMPANY, IN |ATLAS PAINTING AND SHEETING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS EBL BRIDGE | | | 0010 00100 LUMP| 25000.00000 25000.00| 47000.00000 47000.00| MOBILIZATION | | | 0020 13600 2.000 EA | 5000.00000 10000.00| 10000.00000 20000.00| IMPACT ATTENUATION UNIT | | | 0030 24160 746.000 SF | 5.00000 3730.00| 14.00000 10444.00| CONSTRUCTION SIGNS | | | 0040 24278 9196.000 DAY | 0.15000 1379.40| 0.50000 4598.00| GROUP 2 CHANNELIZING DEVICES | | | 0050 24281 5112.000 HR | 0.50000 2556.00| 0.40000 2044.80| ELECTRONIC ARROW | | | 0060 24297 1300.000 LF | 15.00000 19500.00| 20.00000 26000.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0070 27505 120.000 LF | 2.00000 240.00| 10.00000 1200.00| TEMP. SILT FENCE | | | 0080 54510 833.000 LF | 1.90000 1582.70| 2.00000 1666.00| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0090 54514 2490.000 LF | 2.50000 6225.00| 3.00000 7470.00| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ2 -2 TABULATION OF BIDS CALL ORDER : PJ2 CONTRACT ID : C00089323B06 COUNTIES : KING & QUEEN LETTING DATE : 07/23/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) A1000 |( ) |KLICOS PAINTING COMPANY, IN |ATLAS PAINTING AND SHEETING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54550 800.000 LF | 1.10000 880.00| 2.00000 1600.00| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0110 54554 735.000 LF | 1.50000 1102.50| 3.00000 2205.00| CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 0120 68465 LUMP| 65000.00000 65000.00| 115000.00000 115000.00| NS ZONE COAT. EX. STR. ZONE COAT. EX. | | | STR. STR. NO. 1950, TYPE A | | | 0130 68472 LUMP| 163000.00000 163000.00| 183772.20000 183772.20| NS RECOAT EX. STR. RECOAT EX. STR. STR. | | | NO. 1925, TYPE B | | | 0140 68474 LUMP| 200000.00000 200000.00| 95000.00000 95000.00| NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO. 1925, TYPE B | | | 0150 68474 LUMP| 100000.00000 100000.00| 95000.00000 95000.00| NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO. 1950, TYPE A | | | 0160 68490 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 1925, TYPE B | | | 0170 68490 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 1950, TPYE A | | | SECTION TOTALS | $ 607,195.60| $ 620,000.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 607,195.60| $ 620,000.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ3 -1 TABULATION OF BIDS CALL ORDER : PJ3 CONTRACT ID : C00089155B01 COUNTIES : CULPEPER MADISON LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 ALBEMARLE OTHERS CONTRACT TIME : 04/30/09 COMPLETION DATE PROJECT(S) : BRDG-967-041, B601 FED # NONE BRDG-967-041, B601 FED # NONE BRDG-967-041, B601 FED # NONE OTHERS CONTRACT DESCRIPTION: SHOTCRETE OF EXISTING PIPE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P936 PROSHOT CONCRETE, INC. $ 327,396.00 100.0000% 2 C176 COASTAL GUNITE CONSTRUCTION COMPANY $ 392,515.50 119.8901% 3 M683 M. D. MILLER CO., INC. $ 425,016.50 129.8173% 4 D172 DLB, INC. $ 701,387.50 214.2322% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,196,976.25 365.6050% ==================================================================================================================================== |( 1 ) P936 |( 2 ) C176 |( 3 ) M683 |PROSHOT CONCRETE, INC. |COASTAL GUNITE CONSTRUCTION |M. D. MILLER CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 5000.00000 5000.00| 60000.00000 60000.00| 98000.00000 98000.00 MOBILIZATION | | | 0020 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3250.00000 3250.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6004 | | | 0030 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 4250.00000 4250.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6013 | | | 0040 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 2500.00000 2500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6046 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ3 -2 TABULATION OF BIDS CALL ORDER : PJ3 CONTRACT ID : C00089155B01 COUNTIES : CULPEPER MADISON LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 ALBEMARLE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) P936 |( 2 ) C176 |( 3 ) M683 |PROSHOT CONCRETE, INC. |COASTAL GUNITE CONSTRUCTION |M. D. MILLER CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3500.00000 3500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6048 | | | 0060 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 1500.00000 1500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6060 | | | 0070 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3500.00000 3500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6070 | | | 0080 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 1500.00000 1500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6073 | | | 0090 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 1.00000 1.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6079 | | | 0100 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 2500.00000 2500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6087 | | | 0110 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3500.00000 3500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6127 | | | 0120 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3500.00000 3500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6129 | | | 0130 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3000.00000 3000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6131 | | | 0140 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3000.00000 3000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6152 | | | 0150 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 1000.00000 1000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6153 | | | 0160 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 2750.00000 2750.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6212 | | | 0170 24265 LUMP| 100.00000 100.00| 3000.00000 3000.00| 3250.00000 3250.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6286 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ3 -3 TABULATION OF BIDS CALL ORDER : PJ3 CONTRACT ID : C00089155B01 COUNTIES : CULPEPER MADISON LETTING DATE : 07/23/08 10:00 AM DISTRICT : 07 ALBEMARLE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) P936 |( 2 ) C176 |( 3 ) M683 |PROSHOT CONCRETE, INC. |COASTAL GUNITE CONSTRUCTION |M. D. MILLER CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 69902 19095.000 SF | 16.80000 320796.00| 14.90000 284515.50| 14.90000 284515.50 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PIPE CULVERT REPAIR | | | SECTION TOTALS | $ 327,396.00| $ 392,515.50| $ 425,016.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,396.00| $ 392,515.50| $ 425,016.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ6 -1 TABULATION OF BIDS CALL ORDER : PJ6 CONTRACT ID : CM108GR39698 COUNTIES : GRAYSON WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 08/30/09 COMPLETION DATE PROJECT(S) : GR-1C-08 FED # NONE GR-1C-08 FED # NONE GR-1C-08 FED # NONE OTHERS CONTRACT DESCRIPTION: GUARDRAIL REPAIR VARIOUS LOCATIONS IN WYTHE AND GRAYSON CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S463 SELCO CONSTRUCTION SERVICES, INC. $ 1,138,511.80 100.0000% 2 M004 MAKCO, INCORPORATED $ 1,220,218.00 107.1766% ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00140 56.000 CY | 6.00000 336.00| 50.00000 2800.00| BORROW EXCAVATION | | | 0020 13310 550.000 LF | 30.00000 16500.00| 50.00000 27500.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13312 50.000 EA | 1150.00000 57500.00| 1900.00000 95000.00| GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0040 13320 7102.000 LF | 39.95000 283724.90| 25.00000 177550.00| GUARDRAIL GR-2 | | | 0050 13331 902.000 LF | 44.95000 40544.90| 26.00000 23452.00| RAD. GUARDRAIL GR-2 | | | 0060 13345 40.000 EA | 2450.00000 98000.00| 2800.00000 112000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13346 62.000 EA | 50.00000 3100.00| 100.00000 6200.00| REMOVE GR-7 TERMINAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ6 -2 TABULATION OF BIDS CALL ORDER : PJ6 CONTRACT ID : CM108GR39698 COUNTIES : GRAYSON WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13349 16.000 EA | 100.00000 1600.00| 1500.00000 24000.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0090 13384 150.000 EA | 350.00000 52500.00| 100.00000 15000.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0100 13385 74.000 EA | 900.00000 66600.00| 1500.00000 111000.00| FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0110 13400 274.000 LF | 35.00000 9590.00| 75.00000 20550.00| NS GUARDRAIL GUARDRAIL RADIAL THRIE | | | BEAM RAIL | | | 0120 13400 160.000 LF | 95.00000 15200.00| 100.00000 16000.00| NS GUARDRAIL GUARDRAIL SLOTTED GR-7, | | | GR-9,GR-11 | | | 0130 13400 224.000 LF | 30.00000 6720.00| 30.00000 6720.00| NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | 0140 13401 550.000 EA | 75.00000 41250.00| 70.00000 38500.00| NS GUARDRAIL GUARDRAIL GR POST (WOOD OR | | | STEEL) 8 FT. LENGTH | | | 0150 13401 6.000 EA | 550.00000 3300.00| 1500.00000 9000.00| NS GUARDRAIL GUARDRAIL IMPACT HEAD GR-7 | | | OR GR-9 | | | 0160 13401 24.000 EA | 95.00000 2280.00| 85.00000 2040.00| NS GUARDRAIL GUARDRAIL THRIE BEAM END | | | SECTION | | | 0170 13401 24.000 EA | 18.00000 432.00| 20.00000 480.00| NS GUARDRAIL GUARDRAIL THRIE BEAM | | | OFFSET BLOCK | | | 0180 13401 10.000 EA | 85.00000 850.00| 500.00000 5000.00| NS GUARDRAIL GUARDRAIL THRIE BEAM POST | | | SIDE MOUNTED | | | 0190 13401 6.000 EA | 550.00000 3300.00| 200.00000 1200.00| NS GUARDRAIL GUARDRAIL TRANSITION | | | SECTION W-BEAM THRIE BEAM | | | 0200 17311 1200.000 EA | 4.00000 4800.00| 1.00000 1200.00| W BEAM TERM CONNECTOR | | | 0210 17313 150.000 EA | 5.00000 750.00| 25.00000 3750.00| W BEAM END SECT(FLARED | | | 0220 17317 176.000 EA | 5.00000 880.00| 25.00000 4400.00| W BEAM END SECT (ROUNDED) | | | 0230 17321 150.000 EA | 5.00000 750.00| 10.00000 1500.00| W BEAM BACKUP PLATE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ6 -3 TABULATION OF BIDS CALL ORDER : PJ6 CONTRACT ID : CM108GR39698 COUNTIES : GRAYSON WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 17323 3750.000 LF | 28.00000 105000.00| 20.00000 75000.00| GUARDRAIL BEAM | | | 0250 17325 2200.000 LF | 31.00000 68200.00| 20.00000 44000.00| RADIAL GUARDRAIL BEAM | | | 0260 17327 150.000 LF | 40.00000 6000.00| 50.00000 7500.00| RUB RAIL | | | 0270 17329 702.000 EA | 70.00000 49140.00| 65.00000 45630.00| POST (WOOD, CONC., OR STEEL) | | | 0280 17330 850.000 EA | 5.00000 4250.00| 5.00000 4250.00| RUB RAIL OFFSET BLOCK | | | 0290 17336 150.000 EA | 100.00000 15000.00| 150.00000 22500.00| BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0300 17338 150.000 EA | 25.00000 3750.00| 20.00000 3000.00| DRILL HOLE | | | 0310 17341 1400.000 EA | 2.00000 2800.00| 15.00000 21000.00| REALIGN POST | | | 0320 17342 102.000 EA | 5.00000 510.00| 40.00000 4080.00| STEEL TUBE GR-7 | | | 0330 17343 126.000 EA | 5.00000 630.00| 1.00000 126.00| TERMINAL CONNECTOR, GR-7 | | | * | | | 0340 17344 126.000 EA | 5.00000 630.00| 20.00000 2520.00| SOIL PLATE GR-7 | | | 0350 17346 126.000 EA | 10.00000 1260.00| 10.00000 1260.00| BUFFERED END ASSEMBLY GR-7 | | | 0360 17348 1050.000 EA | 10.00000 10500.00| 30.00000 31500.00| BREAKAWAY POST GR-7 | | | 0370 17351 126.000 EA | 40.00000 5040.00| 20.00000 2520.00| CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0380 17352 126.000 EA | 40.00000 5040.00| 20.00000 2520.00| STRUT AND YOKE ASSEMBLY GR-7 | | | 0390 17374 6.000 EA | 500.00000 3000.00| 1500.00000 9000.00| EMERGENCY MOBILIZATION | | | 0400 17381 2050.000 EA | 25.00000 51250.00| 60.00000 123000.00| POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0410 17451 550.000 EA | 10.00000 5500.00| 10.00000 5500.00| GUARDRAIL DELINEATOR | | | 0420 17501 326.000 LF | 22.00000 7172.00| 15.00000 4890.00| GUARDRAIL BEAM (ST. OWNED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ6 -4 TABULATION OF BIDS CALL ORDER : PJ6 CONTRACT ID : CM108GR39698 COUNTIES : GRAYSON WYTHE LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 17503 136.000 EA | 30.00000 4080.00| 30.00000 4080.00| POST (WOOD, CONC. OR STEEL) (ST. OWNED) | | | 0440 24160 480.000 SF | 4.00000 1920.00| 10.00000 4800.00| CONSTRUCTION SIGNS | | | 0450 24272 136.000 HR | 20.00000 2720.00| 30.00000 4080.00| TRUCK MOUNTED ATTENUATOR | | | 0460 24281 126.000 HR | 15.00000 1890.00| 10.00000 1260.00| ELECTRONIC ARROW | | | 0470 24282 976.000 HR | 12.00000 11712.00| 25.00000 24400.00| FLAGGER SERVICE | | | 0480 24502 70.000 EA | 100.00000 7000.00| 100.00000 7000.00| NS REMOVE EXIST. REMOVE EXIST. GR | | | TERMINAL GR-9 | | | 0490 24502 150.000 EA | 100.00000 15000.00| 100.00000 15000.00| NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL GR-5 TERMINAL | | | 0500 24601 5950.000 LF | 1.00000 5950.00| 2.00000 11900.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0510 68016 1102.000 LF | 30.00000 33060.00| 30.00000 33060.00| RAILING, TEXAS T-6 | | | SECTION TOTALS | $ 1,138,511.80| $ 1,220,218.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,138,511.80| $ 1,220,218.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ7 -1 TABULATION OF BIDS CALL ORDER : PJ7 CONTRACT ID : CM108GR39569 COUNTIES : WASHINGTON SMYTH LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 08/03/09 COMPLETION DATE PROJECT(S) : GR-1D-08 FED # NONE GR-1D-08 FED # NONE GR-1D-08 FED # NONE OTHERS CONTRACT DESCRIPTION: GUARDRAIL REPAIR VARIOUS LOCATIONS IN WASHINGTON AND SMYTH CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S463 SELCO CONSTRUCTION SERVICES, INC. $ 1,647,804.70 100.0000% ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00140 222.000 CY | 6.00000 1332.00| | BORROW EXCAVATION | | | 0020 10121 80.000 TON | 35.00000 2800.00| | AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 13310 350.000 LF | 30.00000 10500.00| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13312 12.000 EA | 1150.00000 13800.00| | GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0050 13315 8.000 EA | 600.00000 4800.00| | GUARDRAIL TERMINAL GR-11 | | | 0060 13320 19250.000 LF | 29.95000 576537.50| | GUARDRAIL GR-2 | | | 0070 13323 200.000 LF | 34.95000 6990.00| | GUARDRAIL GR-2A | | | 0080 13331 1376.000 LF | 36.95000 50843.20| | RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ7 -2 TABULATION OF BIDS CALL ORDER : PJ7 CONTRACT ID : CM108GR39569 COUNTIES : WASHINGTON SMYTH LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 46.000 EA | 2450.00000 112700.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13346 14.000 EA | 100.00000 1400.00| | REMOVE GR-7 TERMINAL | | | 0110 13349 8.000 EA | 100.00000 800.00| | GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13355 200.000 LF | 34.95000 6990.00| | GUARDRAIL GR-10 | | | 0130 13383 8.000 EA | 1600.00000 12800.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13384 8.000 EA | 350.00000 2800.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0150 13385 8.000 EA | 1150.00000 9200.00| | FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0160 13392 6.000 EA | 1600.00000 9600.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0170 13393 6.000 EA | 350.00000 2100.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0180 13400 200.000 LF | 95.00000 19000.00| | NS GUARDRAIL GUARDRAIL SLOTTED GR-7, | | | GR-9,GR-11 | | | 0190 13401 8.000 EA | 10.00000 80.00| | NS GUARDRAIL GUARDRAIL BREAKAWAY WOOD | | | POST GR-7, GR-9, GR-11 | | | 0200 13401 8.000 EA | 550.00000 4400.00| | NS GUARDRAIL GUARDRAIL IMPACT HEAD GR-7 | | | OR GR-9 | | | 0210 13401 6.000 EA | 4000.00000 24000.00| | NS GUARDRAIL GUARDRAIL MEADIAN BARRIER | | | TERMINAL GR-9 | | | 0220 13401 6.000 EA | 50.00000 300.00| | NS GUARDRAIL GUARDRAIL OBJECT MARKER | | | 24"X 30" | | | 0230 13401 8.000 EA | 85.00000 680.00| | NS GUARDRAIL GUARDRAIL POST (WOOD OR | | | METAL) 8 FT. LENGTH | | | 0240 13401 8.000 EA | 20.00000 160.00| | NS GUARDRAIL GUARDRAIL SLOT GUARD GR-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ7 -3 TABULATION OF BIDS CALL ORDER : PJ7 CONTRACT ID : CM108GR39569 COUNTIES : WASHINGTON SMYTH LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 17311 50.000 EA | 4.00000 200.00| | W BEAM TERM CONNECTOR | | | 0260 17313 22.000 EA | 5.00000 110.00| | W BEAM END SECT(FLARED | | | 0270 17317 280.000 EA | 5.00000 1400.00| | W BEAM END SECT (ROUNDED) | | | 0280 17321 158.000 EA | 5.00000 790.00| | W BEAM BACKUP PLATE | | | 0290 17323 18266.000 LF | 26.00000 474916.00| | GUARDRAIL BEAM | | | 0300 17325 1120.000 LF | 28.00000 31360.00| | RADIAL GUARDRAIL BEAM | | | 0310 17327 188.000 LF | 40.00000 7520.00| | RUB RAIL | | | 0320 17329 1330.000 EA | 50.00000 66500.00| | POST (WOOD, CONC., OR STEEL) | | | 0330 17330 8.000 EA | 10.00000 80.00| | RUB RAIL OFFSET BLOCK | | | 0340 17331 1308.000 EA | 10.00000 13080.00| | OFFSET BLOCK (STEEL OR WOOD) | | | * | | | 0350 17336 20.000 EA | 300.00000 6000.00| | BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0360 17338 224.000 EA | 25.00000 5600.00| | DRILL HOLE | | | 0370 17341 1274.000 EA | 2.00000 2548.00| | REALIGN POST | | | 0380 17342 32.000 EA | 20.00000 640.00| | STEEL TUBE GR-7 | | | 0390 17343 4.000 EA | 5.00000 20.00| | TERMINAL CONNECTOR, GR-7 | | | * | | | 0400 17344 16.000 EA | 5.00000 80.00| | SOIL PLATE GR-7 | | | 0410 17346 46.000 EA | 35.00000 1610.00| | BUFFERED END ASSEMBLY GR-7 | | | 0420 17348 64.000 EA | 20.00000 1280.00| | BREAKAWAY POST GR-7 | | | 0430 17351 48.000 EA | 20.00000 960.00| | CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PJ7 -4 TABULATION OF BIDS CALL ORDER : PJ7 CONTRACT ID : CM108GR39569 COUNTIES : WASHINGTON SMYTH LETTING DATE : 07/23/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( ) |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 17352 6.000 EA | 20.00000 120.00| | STRUT AND YOKE ASSEMBLY GR-7 | | | 0450 17374 8.000 EA | 500.00000 4000.00| | EMERGENCY MOBILIZATION | | | 0460 17381 136.000 EA | 25.00000 3400.00| | POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0470 17451 1342.000 EA | 10.00000 13420.00| | GUARDRAIL DELINEATOR | | | 0480 17501 2164.000 LF | 15.00000 32460.00| | GUARDRAIL BEAM (ST. OWNED) | | | 0490 17503 112.000 EA | 30.00000 3360.00| | POST (WOOD, CONC. OR STEEL) (ST. OWNED) | | | 0500 17521 200.000 LF | 30.00000 6000.00| | GUARDRAIL BEAM (WEATHERING STEEL) | | | 0510 24160 288.000 SF | 5.00000 1440.00| | CONSTRUCTION SIGNS | | | 0520 24272 1382.000 HR | 20.00000 27640.00| | TRUCK MOUNTED ATTENUATOR | | | 0530 24278 10000.000 DAY | 0.50000 5000.00| | GROUP 2 CHANNELIZING DEVICES | | | 0540 24281 1382.000 HR | 15.00000 20730.00| | ELECTRONIC ARROW | | | 0550 24282 1382.000 HR | 12.00000 16584.00| | FLAGGER SERVICE | | | 0560 24502 8.000 EA | 100.00000 800.00| | NS REMOVE EXIST. REMOVE EXIST. GR | | | TERMINAL GR-9 | | | 0570 24601 19248.000 LF | 0.50000 9624.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0580 24601 242.000 LF | 5.00000 1210.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-5 | | | 0590 24640 1100.000 LF | 5.50000 6050.00| | NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0600 68016 222.000 LF | 30.00000 6660.00| | RAILING, TEXAS T-6 | | | SECTION TOTALS | $ 1,647,804.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,647,804.70| $ 1,220,218.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PK0 -1 TABULATION OF BIDS CALL ORDER : PK0 CONTRACT ID : C00089993B43 COUNTIES : HENRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/05/08 COMPLETION DATE PROJECT(S) : 1228-044-949, B643 FED # NONE CONTRACT DESCRIPTION: RTE. 1228 OVER SMITH RIVER HENRY COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 138,417.00 100.0000% 2 C174 CLECO CORPORATION $ 155,354.50 112.2366% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 186,063.00 134.4221% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) W210 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |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| 13052.00000 13052.00| 15000.00000 15000.00| 19000.00000 19000.00 MOBILIZATION | | | 0020 10630 463.000 SY | 10.00000 4630.00| 20.00000 9260.00| 15.00000 6945.00 FLEXIBLE PAVEMENT PLANING | | | 0030 10635 38.000 TON | 199.00000 7562.00| 220.00000 8360.00| 320.00000 12160.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 24152 4.000 EA | 250.00000 1000.00| 500.00000 2000.00| 350.00000 1400.00 TYPE III BARRICADE 8' | | | 0050 24160 500.000 SF | 55.00000 27500.00| 15.00000 7500.00| 16.00000 8000.00 CONSTRUCTION SIGNS | | | 0060 24278 400.000 DAY | 1.00000 400.00| 1.00000 400.00| 1.00000 400.00 GROUP 2 CHANNELIZING DEVICES | | | 0070 24282 50.000 HR | 15.00000 750.00| 20.00000 1000.00| 17.00000 850.00 FLAGGER SERVICE | | | 0080 24288 450.000 DAY | 2.50000 1125.00| 4.00000 1800.00| 1.60000 720.00 WARNING LIGHT TY. B | | | 0090 54020 500.000 LF | 1.64000 820.00| 2.00000 1000.00| 1.30000 650.00 TYPE A PAVEMENT LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/14/08 PAGE : PK0 -2 TABULATION OF BIDS CALL ORDER : PK0 CONTRACT ID : C00089993B43 COUNTIES : HENRY LETTING DATE : 07/23/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) W210 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54100 50.000 LF | 14.17000 708.50| 12.00000 600.00| 13.00000 650.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO PAVE LINE MARK 24" | | | 0110 54404 1.000 EA | 381.50000 381.50| 500.00000 500.00| 500.00000 500.00 PAVE. MESSAGE MARK. R/R CROSSING | | | 0120 68090 481.000 SY | 6.00000 2886.00| 4.50000 2164.50| 8.00000 3848.00 BRIDGE DECK GROOVING | | | 0130 68314 488.000 SY | 10.00000 4880.00| 20.00000 9760.00| 20.00000 9760.00 TYPE A MILLING (1" DEPTH) | | | 0140 68320 40.000 SY | 250.00000 10000.00| 300.00000 12000.00| 230.00000 9200.00 TYPE B PATCHING | | | 0150 68330 5.000 SY | 500.00000 2500.00| 500.00000 2500.00| 290.00000 1450.00 TYPE C PATCHING | | | 0160 68558 154.000 LF | 28.00000 4312.00| 40.00000 6160.00| 60.00000 9240.00 PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0170 68570 154.000 LF | 45.00000 6930.00| 75.00000 11550.00| 85.00000 13090.00 EXPANSION JOINT REMOVAL | | | 0180 68610 488.000 SY | 85.00000 41480.00| 100.00000 48800.00| 150.00000 73200.00 LATEX HYDRAULIC CEM CONC 1 1/4"-1 3/4" | | | 0190 68908 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 15000.00000 15000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE COLOR COAT | | | STR#6240 | | | SECTION TOTALS | $ 138,417.00| $ 155,354.50| $ 186,063.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 138,417.00| $ 155,354.50| $ 186,063.00 ==================================================================================================================================== 54