BID TABULATIONS June 27, 2012 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following project has been rejected: ORDER NO. PROJECT A66 (NF0)0421-052-749, 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 : 08/03/12 PAGE : 417 -1 TABULATION OF BIDS CALL ORDER : 417 CONTRACT ID : CM12ST4A98998B COUNTIES : DINWIDDIE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/30/12 COMPLETION DATE PROJECT(S) : ST4A-964-F12, P401 FED # NONE CONTRACT DESCRIPTION: 2012 SURFACE TREATMENT SCHEDULE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 2,002,374.62 100.0000% 2 S021 B. P. SHORT & SON PAVING CO., INC. $ 2,559,384.04 127.8174% ==================================================================================================================================== |( 1 ) W016 |( 2 ) S021 |( ) |WHITEHURST PAVING COMPANY, |B. P. SHORT & SON PAVING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 971439.000 SY | 1.21530 1180589.82| 1.70000 1651446.30| MODIFIED SINGLE SEAL | | | 0020 16162 116372.000 SY | 1.70000 197832.40| 2.11000 245544.92| MODIFIED DOUBLE SEAL | | | 0030 16325 3241.000 TON | 129.00000 418089.00| 142.00000 460222.00| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D PATCH | | | 0040 16515 23566.390 SY | 5.85000 137863.38| 2.40000 56559.34| NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING ABOVE 2"-4" PATCH | | | 0050 24265 LUMP| 18125.00000 18125.00| 65000.00000 65000.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 54020 267248.000 LF | 0.14200 37949.22| 0.26000 69484.48| TYPE A PAVEMENT LINE MARKING 4" | | | 0070 54042 108.000 LF | 15.20000 1641.60| 11.00000 1188.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0080 54106 1042.000 SF | 5.10000 5314.20| 4.50000 4689.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : 417 -2 TABULATION OF BIDS CALL ORDER : 417 CONTRACT ID : CM12ST4A98998B COUNTIES : DINWIDDIE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W016 |( 2 ) S021 |( ) |WHITEHURST PAVING COMPANY, |B. P. SHORT & SON PAVING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54404 7.000 EA | 710.00000 4970.00| 750.00000 5250.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 2,002,374.62| $ 2,559,384.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,002,374.62| $ 2,559,384.04| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A27 -1 TABULATION OF BIDS CALL ORDER : A27 CONTRACT ID : C00082213M01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/27/12 COMPLETION DATE PROJECT(S) : (NFO)0702-029-395, M501 FED # BR-5A01(315) CONTRACT DESCRIPTION: BRIDGE REHAB AND SCOUR COUNTERMEASURE 0.70 MI. S. RTE. 7 0.65 MI. N. RTE. 267 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M1081 DW MILLER CONSTRUCTION, INC. $ 605,600.00 100.0000% 2 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 616,814.00 101.8517% 3 A648 A & M CONCRETE CORP. $ 732,538.00 120.9607% 4 F237 FREYSSINET, INC. $ 746,489.90 123.2645% 5 F034 FORT MYER CONSTRUCTION CORPORATION $ 833,314.94 137.6015% ==================================================================================================================================== |( 1 ) M1081 |( 2 ) S018 |( 3 ) A648 |DW MILLER CONSTRUCTION, INC |SHIRLEY CONTRACTING COMPANY |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 35000.00000 35000.00| 51000.00000 51000.00| 25600.00000 25600.00 MOBILIZATION | | | 0020 00102 LUMP| 5000.00000 5000.00| 12500.00000 12500.00| 3425.00000 3425.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 5.000 TON | 250.00000 1250.00| 100.00000 500.00| 184.00000 920.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10495 80.000 HR | 100.00000 8000.00| 25.00000 2000.00| 54.00000 4320.00 PILOT VEHICLES | | | 0050 10629 1210.000 SY | 30.00000 36300.00| 8.00000 9680.00| 3.50000 4235.00 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0060 10635 77.000 TON | 350.00000 26950.00| 200.00000 15400.00| 178.00000 13706.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0070 10642 7.000 TON | 250.00000 1750.00| 250.00000 1750.00| 178.00000 1246.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0080 11070 44.000 LF | 25.00000 1100.00| 6.00000 264.00| 18.00000 792.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A27 -2 TABULATION OF BIDS CALL ORDER : A27 CONTRACT ID : C00082213M01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M1081 |( 2 ) S018 |( 3 ) A648 |DW MILLER CONSTRUCTION, INC |SHIRLEY CONTRACTING COMPANY |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13320 90.000 LF | 20.00000 1800.00| 65.00000 5850.00| 70.00000 6300.00 GUARDRAIL GR-2 | | | 0100 13331 30.000 LF | 25.00000 750.00| 75.00000 2250.00| 83.00000 2490.00 RAD. GUARDRAIL GR-2 | | | 0110 13345 1.000 EA | 1500.00000 1500.00| 3200.00000 3200.00| 3600.00000 3600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13630 4.000 EA | 6500.00000 26000.00| 9000.00000 36000.00| 3650.00000 14600.00 IMPACT ATTENUATOR SERVICE TYPE I-A | | | 0130 24100 100.000 HR | 90.00000 9000.00| 15.00000 1500.00| 32.00000 3200.00 ALLAYING DUST | | | 0140 24152 4.000 EA | 1000.00000 4000.00| 500.00000 2000.00| 290.00000 1160.00 TYPE III BARRICADE 8' | | | 0150 24160 570.000 SF | 25.00000 14250.00| 35.00000 19950.00| 22.00000 12540.00 CONSTRUCTION SIGNS | | | 0160 24278 4300.000 DAY | 3.00000 12900.00| 1.00000 4300.00| 0.75000 3225.00 GROUP 2 CHANNELIZING DEVICES | | | 0170 24279 5700.000 HR | 6.00000 34200.00| 6.00000 34200.00| 4.00000 22800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0180 24282 1080.000 HR | 21.00000 22680.00| 8.00000 8640.00| 24.00000 25920.00 FLAGGER SERVICE | | | 0190 24297 220.000 LF | 65.00000 14300.00| 100.00000 22000.00| 35.00000 7700.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0200 24430 15.000 SY | 45.00000 675.00| 50.00000 750.00| 45.00000 675.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0210 24600 150.000 LF | 1.50000 225.00| 20.00000 3000.00| 18.00000 2700.00 REMOVE EXISTING GUARDRAIL | | | 0220 27422 2.000 EA | 1500.00000 3000.00| 4500.00000 9000.00| 950.00000 1900.00 DEWATERING BASIN | | | 0230 27430 100.000 CY | 15.00000 1500.00| 12.50000 1250.00| 60.00000 6000.00 SILTATION CONTROL EXCAVATION | | | 0240 27505 500.000 LF | 3.00000 1500.00| 4.00000 2000.00| 4.00000 2000.00 TEMP. SILT FENCE | | | 0250 51955 LUMP| 45000.00000 45000.00| 60000.00000 60000.00| 39600.00000 39600.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0260 54032 2000.000 LF | 2.00000 4000.00| 1.50000 3000.00| 1.25000 2500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0270 54105 2500.000 LF | 1.50000 3750.00| 2.00000 5000.00| 1.50000 3750.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A27 -3 TABULATION OF BIDS CALL ORDER : A27 CONTRACT ID : C00082213M01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M1081 |( 2 ) S018 |( 3 ) A648 |DW MILLER CONSTRUCTION, INC |SHIRLEY CONTRACTING COMPANY |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54242 40.000 EA | 10.00000 400.00| 20.00000 800.00| 24.00000 960.00 TEMP. PAVE. MARKER 2 WAY | | | 0290 54425 2.000 EA | 75.00000 150.00| 400.00000 800.00| 725.00000 1450.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 0300 54550 700.000 LF | 1.25000 875.00| 2.00000 1400.00| 1.20000 840.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0310 54554 470.000 LF | 1.00000 470.00| 6.00000 2820.00| 1.20000 564.00 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 0320 54562 40.000 LF | 2.00000 80.00| 10.00000 400.00| 6.00000 240.00 CONSTR.PAVE.MARK. (TY.F,CL.I)24" | | | 0330 60420 38.000 CY | 750.00000 28500.00| 900.00000 34200.00| 525.00000 19950.00 NS CONCRETE CONCRETE SELF CONSOLIDATING | | | CONCRETE SCC-A3 | | | 0340 62201 80.000 SY | 30.00000 2400.00| 200.00000 16000.00| 40.00000 3200.00 WATERPROOFING | | | 0350 62534 22.000 SY | 55.00000 1210.00| 130.00000 2860.00| 150.00000 3300.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE REFLECTION CRACKING | | | RETARDANT MATL. | | | 0360 66926 250.000 SY | 125.00000 31250.00| 425.00000 106250.00| 340.00000 85000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ARTICULATED CONCRETE | | | BLOCKS CLASS 50 | | | 0370 68160 14.000 EA | 4500.00000 63000.00| 1000.00000 14000.00| 4600.00000 64400.00 BEARING PADS REPLACEMENT | | | 0380 68590 14.000 EA | 5000.00000 70000.00| 3000.00000 42000.00| 16950.00000 237300.00 JACKING AND BLOCKING | | | 0390 69007 6.000 CY | 135.00000 810.00| 1250.00000 7500.00| 395.00000 2370.00 FLOWABLE BACKFILL | | | 0400 69011 53.000 CY | 75.00000 3975.00| 200.00000 10600.00| 120.00000 6360.00 STRUCTURE EXCAVATION | | | 0410 69105 300.000 LB | 4.00000 1200.00| 3.00000 900.00| 6.00000 1800.00 EPOXY COATED REINF. STEEL | | | 0420 69507 200.000 LB | 4.75000 950.00| 20.00000 4000.00| 4.00000 800.00 WELDED WIRE FABRIC | | | 0430 69620 2.000 EA | 15000.00000 30000.00| 10000.00000 20000.00| 24250.00000 48500.00 COFFERDAM | | | 0440 69627 10.000 TON | 175.00000 1750.00| 60.00000 600.00| 120.00000 1200.00 DRY RIPRAP CL. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A27 -4 TABULATION OF BIDS CALL ORDER : A27 CONTRACT ID : C00082213M01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M1081 |( 2 ) S018 |( 3 ) A648 |DW MILLER CONSTRUCTION, INC |SHIRLEY CONTRACTING COMPANY |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 69805 50.000 SY | 300.00000 15000.00| 130.00000 6500.00| 60.00000 3000.00 WATERPROOFING | | | 0460 69901 20.000 LF | 100.00000 2000.00| 130.00000 2600.00| 80.00000 1600.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR EPOXY INJECTION CRACK | | | SEALING | | | 0470 69908 32.000 SY | 1100.00000 35200.00| 800.00000 25600.00| 1025.00000 32800.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONC. SUBSTR. SURFACE | | | REPAIR (VESC) | | | SECTION TOTALS | $ 605,600.00| $ 616,814.00| $ 732,538.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 605,600.00| $ 616,814.00| $ 732,538.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A42 -1 TABULATION OF BIDS CALL ORDER : A42 CONTRACT ID : C00097607B616 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : (NFO)0644-029-905,B616 FED # BH-BR09(270) CONTRACT DESCRIPTION: MINOR REHABILITATION RTE. 644 (OLD KEENE MILL RD.) OVER POHICK CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 1,573,468.00 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,599,835.96 101.6758% 3 A648 A & M CONCRETE CORP. $ 1,658,061.85 105.3763% 4 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 1,801,945.12 114.5206% ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) A648 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 105000.00000 105000.00| 82500.00000 82500.00| 39000.00000 39000.00 MOBILIZATION | | | 0020 00101 LUMP| 6500.00000 6500.00| 10695.00000 10695.00| 4900.00000 4900.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 3500.00000 3500.00| 6210.00000 6210.00| 12500.00000 12500.00 CLEARING AND GRUBBING | | | 0040 10128 302.000 TON | 35.00000 10570.00| 31.00000 9362.00| 42.00000 12684.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10636 165.000 TON | 195.00000 32175.00| 118.00000 19470.00| 96.00000 15840.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0060 10642 319.000 TON | 195.00000 62205.00| 112.00000 35728.00| 96.00000 30624.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 11070 2458.000 LF | 6.00000 14748.00| 2.20000 5407.60| 2.50000 6145.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0080 13108 4.400 SY | 320.00000 1408.00| 282.00000 1240.80| 260.00000 1144.00 CG-12 DETECTABLE WARNING SURFACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A42 -2 TABULATION OF BIDS CALL ORDER : A42 CONTRACT ID : C00097607B616 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) A648 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13220 79.500 SY | 60.00000 4770.00| 50.00000 3975.00| 48.00000 3816.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0100 13315 2.000 EA | 850.00000 1700.00| 935.00000 1870.00| 750.00000 1500.00 GUARDRAIL TERMINAL GR-11 | | | 0110 13320 737.500 LF | 24.00000 17700.00| 24.20000 17847.50| 24.00000 17700.00 GUARDRAIL GR-2 | | | 0120 13345 2.000 EA | 3000.00000 6000.00| 2695.00000 5390.00| 2900.00000 5800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0130 13401 4.000 EA | 1400.00000 5600.00| 2420.00000 9680.00| 2300.00000 9200.00 NS GUARDRAIL GUARDRAIL SP. DES. GR. BR. | | | ATTACH ST'D BR-GR-30A | | | 0150 16522 174.000 SY | 7.00000 1218.00| 15.00000 2610.00| 57.00000 9918.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0160 24160 445.000 SF | 15.00000 6675.00| 24.50000 10902.50| 23.00000 10235.00 CONSTRUCTION SIGNS | | | 0170 24272 672.000 HR | 12.00000 8064.00| 56.00000 37632.00| 23.00000 15456.00 TRUCK MOUNTED ATTENUATOR | | | 0180 24278 8312.000 DAY | 0.50000 4156.00| 1.00000 8312.00| 0.75000 6234.00 GROUP 2 CHANNELIZING DEVICES | | | 0190 24279 1344.000 HR | 5.00000 6720.00| 6.00000 8064.00| 5.00000 6720.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0200 24281 1344.000 HR | 2.50000 3360.00| 3.75000 5040.00| 3.00000 4032.00 ELECTRONIC ARROW | | | 0210 24282 80.000 HR | 25.00000 2000.00| 30.00000 2400.00| 28.00000 2240.00 FLAGGER SERVICE | | | 0220 24601 937.500 LF | 6.00000 5625.00| 3.30000 3093.75| 3.50000 3281.25 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0230 27000 0.120 ACRE| 32000.00000 3840.00| 45650.00000 5478.00| 15000.00000 1800.00 SELECTIVE TREE REMOVAL TRIMMING AND | | | CLEANUP | | | 0240 27012 0.050 ACRE| 25000.00000 1250.00| 50000.00000 2500.00| 19000.00000 950.00 TOPSOIL CLASS A 2" | | | 0250 27102 12.000 LB | 28.00000 336.00| 8.80000 105.60| 20.00000 240.00 REGULAR SEED | | | 0260 27103 7.000 LB | 30.00000 210.00| 8.80000 61.60| 60.00000 420.00 OVERSEEDING | | | 0270 27215 0.020 TON | 5000.00000 100.00| 242.00000 4.84| 1500.00000 30.00 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A42 -3 TABULATION OF BIDS CALL ORDER : A42 CONTRACT ID : C00097607B616 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) A648 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27250 0.200 TON | 5000.00000 1000.00| 330.00000 66.00| 360.00000 72.00 LIME | | | 0290 27461 1.000 EA | 575.00000 575.00| 330.00000 330.00| 160.00000 160.00 INLET PROTECTION TYPE B | | | 0300 27505 1771.000 LF | 2.00000 3542.00| 3.50000 6198.50| 3.00000 5313.00 TEMP. SILT FENCE | | | 0310 54075 2546.000 LF | 4.00000 10184.00| 3.58000 9114.68| 3.60000 9165.60 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0320 54079 720.000 LF | 6.00000 4320.00| 5.50000 3960.00| 5.75000 4140.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0330 54510 2546.000 LF | 1.50000 3819.00| 3.89000 9903.94| 4.00000 10184.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0340 68090 737.000 SY | 10.00000 7370.00| 7.20000 5306.40| 17.00000 12529.00 BRIDGE DECK GROOVING | | | 0350 68315 980.000 SY | 42.00000 41160.00| 28.00000 27440.00| 48.00000 47040.00 TYPE A MILLING (1 1/2 " DEPTH) | | | 0360 68472 LUMP| 220000.00000 220000.00| 99000.00000 99000.00| 228000.00000 228000.00 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 6048 TY. B | | | 0370 68476 LUMP| 33000.00000 33000.00| 93500.00000 93500.00| 34500.00000 34500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION NO. 6048 TY. B | | | 0380 68492 LUMP| 2500.00000 2500.00| 22000.00000 22000.00| 2400.00000 2400.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6048, TY.B | | | 0390 68555 96.000 LF | 27.00000 2592.00| 80.00000 7680.00| 40.00000 3840.00 PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 3/4" | | | 0400 68558 216.000 LF | 26.00000 5616.00| 100.00000 21600.00| 38.00000 8208.00 PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0410 68590 36.000 EA | 2725.00000 98100.00| 2895.00000 104220.00| 6550.00000 235800.00 JACKING AND BLOCKING | | | 0420 68638 342.000 SY | 60.00000 20520.00| 46.00000 15732.00| 40.00000 13680.00 EPOXY CONC. OVERLAY | | | 0430 68902 176.000 LF | 215.00000 37840.00| 223.00000 39248.00| 295.00000 51920.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR EXPANSION JOINT CLOSURE, | | | LMC-VE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A42 -4 TABULATION OF BIDS CALL ORDER : A42 CONTRACT ID : C00097607B616 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) A648 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 68902 176.000 LF | 175.00000 30800.00| 326.00000 57376.00| 255.00000 44880.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR EXPANSION JOINT | | | RECONSTRUCTION, LMC-VE | | | 0450 68904 36.000 EA | 3380.00000 121680.00| 2875.00000 103500.00| 1660.00000 59760.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BEARING REPLACEMENT | | | 0460 68904 36.000 EA | 100.00000 3600.00| 1150.00000 41400.00| 1.00000 36.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEAN AND PAINT EXISTING | | | STEEL BEARING | | | 0470 68908 LUMP| 1100.00000 1100.00| 7250.00000 7250.00| 3400.00000 3400.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BRIDGE RAILING REPAIR | | | 0480 68908 LUMP| 189500.00000 189500.00| 223707.00000 223707.00| 159000.00000 159000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REPAIR STRUCTURAL STEEL | | | 0500 68910 20.000 SY | 845.00000 16900.00| 742.50000 14850.00| 317.00000 6340.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE SUPERSTR. SURF. | | | REPAIR (LMC-VE) | | | 0510 68910 150.000 SY | 275.00000 41250.00| 280.00000 42000.00| 260.00000 39000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (LMC-VE) | | | 0520 68910 3.000 SY | 400.00000 1200.00| 1659.00000 4977.00| 484.00000 1452.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE C PATCHING (LMC-VE) | | | 0525 68910 980.000 SY | 95.00000 93100.00| 106.00000 103880.00| 132.00000 129360.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX-MOD. CONC. V.E. | | | OVERLAY (1 1/2") | | | 0530 69491 100.000 LF | 60.00000 6000.00| 34.50000 3450.00| 85.00000 8500.00 CRACK REPAIRS (PIERS) | | | 0540 69492 80.000 LF | 55.00000 4400.00| 34.50000 2760.00| 88.00000 7040.00 CRACK REPAIRS(ABUT.) | | | 0550 69500 100.000 SY | 750.00000 75000.00| 863.00000 86300.00| 889.00000 88900.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0560 69805 178.000 SY | 85.00000 15130.00| 63.25000 11258.50| 32.00000 5696.00 WATERPROOFING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A42 -5 TABULATION OF BIDS CALL ORDER : A42 CONTRACT ID : C00097607B616 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) A648 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 69905 24.000 EA | 2725.00000 65400.00| 2325.00000 55800.00| 4600.00000 110400.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PEDESTAL RECONSTRUCTION | | | 0580 69906 LUMP| 67600.00000 67600.00| 47000.00000 47000.00| 82500.00000 82500.00 NS SUBSTR. WID./REPAIR SUBSTR. WID. | | | /REPAIR TEMPORARY WORK PLATFORM | | | 0590 69908 831.000 SY | 40.00000 33240.00| 40.25000 33447.75| 27.00000 22437.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR WATERPROOFING COATING | | | SECTION TOTALS | $ 1,573,468.00| $ 1,599,835.96| $ 1,658,061.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,573,468.00| $ 1,599,835.96| $ 1,658,061.85 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A46 -1 TABULATION OF BIDS CALL ORDER : A46 CONTRACT ID : C00102683N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/13 COMPLETION DATE PROJECT(S) : (NFO)OHSS-96A-133, N501 FED # IM-TSO9(261) CONTRACT DESCRIPTION: BRIDGE-MOUNTED SIGN STRUCTURE REPLACEMENT DISTRICT WIDE (NORTHERN VIRGINIA) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 1,722,146.25 100.0000% 2 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 1,836,386.00 106.6336% 3 B969 B & B SIGNAL CO., L.L.C. $ 2,021,635.00 117.3904% 4 C855 CHESAPEAKE ELECTRICAL SYSTEMS, INC. $ 2,299,863.65 133.5464% 5 B924 BRUCE-MERRILEES ELECTRIC COMPANY $ 2,309,374.24 134.0986% ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B969 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. 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| 50000.00000 50000.00| 120000.00000 120000.00| 126728.00000 126728.00 MOBILIZATION | | | 0020 13315 2.000 EA | 750.00000 1500.00| 760.00000 1520.00| 825.00000 1650.00 GUARDRAIL TERMINAL GR-11 | | | 0030 13320 75.000 LF | 75.00000 5625.00| 72.00000 5400.00| 77.00000 5775.00 GUARDRAIL GR-2 | | | 0040 13349 2.000 EA | 650.00000 1300.00| 605.00000 1210.00| 715.00000 1430.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0050 13460 2565.000 LF | 11.00000 28215.00| 1.00000 2565.00| 65.00000 166725.00 MEDIAN BARRIER MB-7D | | | 0060 13461 150.000 LF | 425.00000 63750.00| 345.00000 51750.00| 375.00000 56250.00 MEDIAN BARRIER MB-7E | | | 0070 13611 6.000 EA | 8500.00000 51000.00| 5800.00000 34800.00| 2750.00000 16500.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0080 14370 1320.000 SY | 3.00000 3960.00| 11.00000 14520.00| 4.00000 5280.00 ROADSIDE RESTORATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A46 -2 TABULATION OF BIDS CALL ORDER : A46 CONTRACT ID : C00102683N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B969 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24160 1376.000 SF | 4.00000 5504.00| 2.50000 3440.00| 1.00000 1376.00 CONSTRUCTION SIGNS | | | 0100 24272 965.000 HR | 15.00000 14475.00| 74.00000 71410.00| 35.00000 33775.00 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 9069.000 DAY | 0.75000 6801.75| 0.10000 906.90| 1.00000 9069.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 401.000 HR | 18.00000 7218.00| 16.00000 6416.00| 20.00000 8020.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24281 1326.000 HR | 4.00000 5304.00| 7.00000 9282.00| 5.50000 7293.00 ELECTRONIC ARROW | | | 0140 24282 286.000 HR | 16.00000 4576.00| 5.00000 1430.00| 26.00000 7436.00 FLAGGER SERVICE | | | 0150 24502 42.000 EA | 1200.00000 50400.00| 2400.00000 100800.00| 1450.00000 60900.00 NS REMOVE EXIST. REMOVE EXIST. BR.MOUNT | | | SIGN & STRUCT | | | 0160 24600 60.000 LF | 16.00000 960.00| 15.00000 900.00| 10.00000 600.00 REMOVE EXISTING GUARDRAIL | | | 0170 27505 2400.000 LF | 3.00000 7200.00| 3.00000 7200.00| 1.60000 3840.00 TEMP. SILT FENCE | | | 0180 50108 7060.000 SF | 20.00000 141200.00| 22.00000 155320.00| 25.25000 178265.00 SIGN PANEL | | | 0190 50410 94.000 LF | 42.00000 3948.00| 50.00000 4700.00| 60.00000 5640.00 SIGN POST STEEL 10" | | | 0200 50412 80.000 LF | 55.00000 4400.00| 64.00000 5120.00| 82.50000 6600.00 SIGN POST STEEL 12" | | | 0210 50414 133.000 LF | 65.00000 8645.00| 89.00000 11837.00| 88.25000 11737.25 SIGN POST STEEL 14" | | | 0220 50416 92.000 LF | 75.00000 6900.00| 88.00000 8096.00| 99.75000 9177.00 SIGN POST STEEL 16" | | | 0230 50432 20.000 LF | 13.00000 260.00| 11.50000 230.00| 24.00000 480.00 SIGN POST STP-1 2 3/16" | | | 0240 50434 73.000 LF | 14.00000 1022.00| 20.00000 1460.00| 40.00000 2920.00 SIGN POST STP-1 2 1/2" | | | 0250 50490 7.000 EA | 350.00000 2450.00| 340.00000 2380.00| 175.00000 1225.00 CONCRETE FOUNDATION STP-1 | | | 0260 50504 4.000 EA | 550.00000 2200.00| 625.00000 2500.00| 730.00000 2920.00 CONC. FOUND., SSP-VI A 2'3" DIA. X 4' | | | DEPTH | | | 0270 50510 4.000 EA | 725.00000 2900.00| 800.00000 3200.00| 815.00000 3260.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A46 -3 TABULATION OF BIDS CALL ORDER : A46 CONTRACT ID : C00102683N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B969 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 50518 8.000 EA | 925.00000 7400.00| 1050.00000 8400.00| 895.00000 7160.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 6'6" | | | DEPTH | | | 0290 50528 4.000 EA | 1000.00000 4000.00| 1250.00000 5000.00| 1545.00000 6180.00 CONC. FOUND., SSP-VI A 3'0" DIA. X 7' | | | DEPTH | | | 0300 50530 2.000 EA | 1200.00000 2400.00| 1275.00000 2550.00| 1700.00000 3400.00 CONC. FOUND., SSP-VI A 3'0" DIA. X 7'6" | | | DEPTH | | | 0310 50575 235.000 C.Y.| 1100.00000 258500.00| 1000.00000 235000.00| 840.00000 197400.00 CONC. FOUND. O/H SIGN STRUCTURE | | | 0320 50613 2.000 EA | 409.00000 818.00| 700.00000 1400.00| 1300.00000 2600.00 RELOC. EXIST. SIGN STRUCT. TY. VA | | | 0330 50620 5.000 EA | 781.00000 3905.00| 300.00000 1500.00| 425.00000 2125.00 REPLACE WITH SIGN TY. SP-1 ON O/H STR. | | | 0340 50760 2.000 EA | 386.00000 772.00| 350.00000 700.00| 145.00000 290.00 RELOC. SIGN TY.SP-1 TO O/H STR. | | | 0350 50863 3.000 EA | 261.00000 783.00| 520.00000 1560.00| 550.00000 1650.00 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 0360 50864 4.000 EA | 523.00000 2092.00| 1000.00000 4000.00| 550.00000 2200.00 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 0370 50902 1.000 EA | 24000.00000 24000.00| 23000.00000 23000.00| 23900.00000 23900.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0062 CANTILV +/-32' | | | 0380 50902 1.000 EA | 30000.00000 30000.00| 28000.00000 28000.00| 33000.00000 33000.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0221/029-0223 CANTILV +/-38' | | | 0390 50902 1.000 EA | 33000.00000 33000.00| 32000.00000 32000.00| 29775.00000 29775.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0224/029-0225 CANTILV +/-42' | | | 0400 50902 1.000 EA | 22000.00000 22000.00| 27000.00000 27000.00| 22500.00000 22500.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0431 CANTILV +/-23' | | | 0410 50902 1.000 EA | 53000.00000 53000.00| 56000.00000 56000.00| 59225.00000 59225.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0432/029-0433 FULLSPAN +/-87' | | | 0420 50902 1.000 EA | 6800.00000 6800.00| 7200.00000 7200.00| 9285.00000 9285.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0434 CANTILV. +/-17' ARM ONLY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A46 -4 TABULATION OF BIDS CALL ORDER : A46 CONTRACT ID : C00102683N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B969 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 50902 1.000 EA | 31000.00000 31000.00| 30000.00000 30000.00| 30500.00000 30500.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0571/029-0572 CANTILV +/-44' | | | 0440 50902 1.000 EA | 22000.00000 22000.00| 22000.00000 22000.00| 22575.00000 22575.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0575 CANTILV +/-31' | | | 0450 50902 1.000 EA | 103000.00000 103000.00| 100000.00000 100000.00| 111000.00000 111000.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0920/029-0921 FULLSPAN ~147' | | | 0460 50902 1.000 EA | 23000.00000 23000.00| 24000.00000 24000.00| 24725.00000 24725.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 053-0024 CANTILV. +/-32' | | | 0470 50902 1.000 EA | 10000.00000 10000.00| 9500.00000 9500.00| 12725.00000 12725.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 053-0043 CANTILV. +/-26' ARM ONLY | | | 0480 50902 1.000 EA | 39000.00000 39000.00| 37000.00000 37000.00| 45925.00000 45925.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 053-0058 FULLSPAN +/-72' | | | 0490 50902 1.000 EA | 25000.00000 25000.00| 24000.00000 24000.00| 25235.00000 25235.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 076-0018 CANTILV. +/-36' | | | 0500 50902 1.000 EA | 38000.00000 38000.00| 38000.00000 38000.00| 46900.00000 46900.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 076-0039/076-0040 FULLSPAN +/-73' | | | 0510 50902 1.000 EA | 35000.00000 35000.00| 41000.00000 41000.00| 43325.00000 43325.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 076-0041/076-0042 FULLSPAN +/-60' | | | 0520 50902 1.000 EA | 45000.00000 45000.00| 43000.00000 43000.00| 52800.00000 52800.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 076-0075/076-0076 FULLSPAN +/-97' | | | 0530 50902 1.000 EA | 27000.00000 27000.00| 29000.00000 29000.00| 36725.00000 36725.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR NEW | | | 95RMP-DALE BLVD FULL SPAN~48' | | | 0540 51160 14.000 EA | 80.00000 1120.00| 100.00000 1400.00| 105.00000 1470.00 ELEC.SERV.GROUNDING ELECTRODE (10') | | | 0550 51426 1.000 EA | 24000.00000 24000.00| 23000.00000 23000.00| 14000.00000 14000.00 NS MAST ARM MAST ARM SIGN OH-STR | | | 029-0170 SIGNAL MAST ARM 60' | | | 0560 51951 5.000 EA | 200.00000 1000.00| 600.00000 3000.00| 1100.00000 5500.00 INSTALL SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A46 -5 TABULATION OF BIDS CALL ORDER : A46 CONTRACT ID : C00102683N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B969 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 51963 2.000 EA | 1600.00000 3200.00| 1200.00000 2400.00| 1800.00000 3600.00 NS REMOVE REMOVE & DISPOSE O/H SIGN | | | STRUCTURE CS-1 | | | 0580 51963 2.000 EA | 1200.00000 2400.00| 1100.00000 2200.00| 1000.00000 2000.00 NS REMOVE REMOVE REMOVE O/H SIGN | | | STRUCTURE FOUNDATION | | | 0590 51963 1.000 EA | 200.00000 200.00| 498.85000 498.85| 275.00000 275.00 NS REMOVE REMOVE REMOVE O/H SIGN | | | STRUCTURE TYPE STSP-2 | | | 0600 55020 3565.000 LF | 4.00000 14260.00| 2.20000 7843.00| 2.00000 7130.00 2 CONDUCTOR CABLE | | | 0610 55500 64.000 EA | 500.00000 32000.00| 535.00000 34240.00| 505.00000 32320.00 LUMINAIRE 150 WATT H.P.S. | | | 0620 55586 21.000 EA | 550.00000 11550.00| 980.00000 20580.00| 755.00000 15855.00 JUNCTION BOX JB-S1 | | | 0630 56030 1895.000 LF | 4.50000 8527.50| 0.75000 1421.25| 5.00000 9475.00 2" CONDUIT | | | 0640 56050 480.000 LF | 34.00000 16320.00| 18.00000 8640.00| 37.00000 17760.00 BORED CONDUIT 2" | | | 0650 56200 1895.000 LF | 3.00000 5685.00| 8.00000 15160.00| 9.25000 17528.75 TRENCH EXCAVATION ECI-1 | | | 0660 56205 23.000 EA | 900.00000 20700.00| 600.00000 13800.00| 775.00000 17825.00 TEST BORE | | | 0670 59000 18.000 EA | 14000.00000 252000.00| 13500.00000 243000.00| 16050.00000 288900.00 NS LIGHTING LIGHTING LUMINAIRE | | | RETRIEVAL SYSTEM | | | SECTION TOTALS | $ 1,722,146.25| $ 1,836,386.00| $ 2,021,635.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,722,146.25| $ 1,836,386.00| $ 2,021,635.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A49 -1 TABULATION OF BIDS CALL ORDER : A49 CONTRACT ID : C00084478M501 COUNTIES : GLOUCESTER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 01/11/13 COMPLETION DATE PROJECT(S) : (NFO)0017-036-561,M501 FED # RSTP-5A03(524) CONTRACT DESCRIPTION: GRADE, DRAIN, ASP. PAVE, MEDIANS IN CROSSOVERS 0.252 MI. S. RTE. 1301 (FIELDS LANDING ROAD) 0.084 MI. N. RTE. 1301 (FIELDS LANDING ROAD) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C333 CURTIS CONTRACTING, INC. $ 541,273.52 100.0000% 2 N165 NICE & SONS, INC., GEORGE $ 574,240.00 106.0905% 3 B850 BRANSCOME INC. $ 590,123.51 109.0250% 4 E927 EXCEL PAVING CORPORATION $ 657,098.40 121.3986% 5 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 699,186.50 129.1743% 6 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 758,914.66 140.2091% ==================================================================================================================================== |( 1 ) C333 |( 2 ) N165 |( 3 ) B850 |CURTIS CONTRACTING, INC. |NICE & SONS, INC., GEORGE |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 21000.00000 21000.00| 38000.00000 38000.00| 13642.94000 13642.94 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 6400.00000 6400.00| 6901.92000 6901.92 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 27000.00000 27000.00| 52000.00000 52000.00| 61312.00000 61312.00 GRADING | | | 0040 00128 1301.000 CY | 27.74000 36089.74| 25.00000 32525.00| 22.33000 29051.33 EXTRA EXCAVATION | | | 0050 00140 50.000 CY | 70.00000 3500.00| 38.25000 1912.50| 29.77000 1488.50 BORROW EXCAVATION | | | 0060 00355 2603.000 SY | 2.03000 5284.09| 2.00000 5206.00| 1.13000 2941.39 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 01126 50.000 LF | 45.39000 2269.50| 43.50000 2175.00| 72.20000 3610.00 STORM SEWER PIPE 12" | | | 0080 01156 765.000 LF | 35.39000 27073.35| 49.00000 37485.00| 73.67000 56357.55 STORM SEWER PIPE 15" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A49 -2 TABULATION OF BIDS CALL ORDER : A49 CONTRACT ID : C00084478M501 COUNTIES : GLOUCESTER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C333 |( 2 ) N165 |( 3 ) B850 |CURTIS CONTRACTING, INC. |NICE & SONS, INC., GEORGE |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01186 11.000 LF | 101.64000 1118.04| 70.50000 775.50| 68.75000 756.25 STORM SEWER PIPE 18" | | | 0100 06818 1.000 EA | 2195.89000 2195.89| 3000.00000 3000.00| 4306.79000 4306.79 DROP INLET DI-3B,L=6' | | | 0110 06819 3.000 EA | 2658.19000 7974.57| 3600.00000 10800.00| 4528.63000 13585.89 DROP INLET DI-3B,L=8' | | | 0120 06836 1.000 EA | 2658.19000 2658.19| 3600.00000 3600.00| 4528.63000 4528.63 DROP INLET DI-3C,L=8' | | | 0130 08990 8.000 EA | 3929.49000 31435.92| 4800.00000 38400.00| 5637.82000 45102.56 NS DROP INLET DROP INLET MOD. DI-3A, | | | L=8' | | | 0140 09046 4.000 LF | 548.97000 2195.88| 350.00000 1400.00| 2024.69000 8098.76 MANHOLE MH-1 | | | 0150 09057 1.000 EA | 231.15000 231.15| 525.00000 525.00| 828.03000 828.03 FRAME & COVER MH-1 | | | 0160 09185 153.000 SY | 75.12000 11493.36| 55.00000 8415.00| 61.01000 9334.53 PAVED DITCH PG-2A | | | 0170 10128 1098.000 TON | 41.24000 45281.52| 39.00000 42822.00| 34.50000 37881.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10250 500.000 TON | 58.00000 29000.00| 45.00000 22500.00| 43.28000 21640.00 NS AGGR. MATERIAL AGGR. MATERIAL VA. #3 | | | 0190 10608 215.000 TON | 116.75000 25101.25| 100.00000 21500.00| 92.84000 19960.60 ASPHALT CONCRETE TY. SM-12.5D | | | 0200 11070 3633.000 LF | 1.56000 5667.48| 1.50000 5449.50| 1.99000 7229.67 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 9" DEPTH | | | 0210 16370 286.000 TON | 105.46000 30161.56| 93.50000 26741.00| 86.16000 24641.76 ASPHALT CONCRETE TY. IM-19.0D | | | 0220 16392 1145.000 TON | 87.88000 100622.60| 88.50000 101332.50| 82.26000 94187.70 ASPHALT CONCRETE TY. BM-25.0D | | | 0230 21020 1140.000 SY | 62.41000 71147.40| 65.00000 74100.00| 66.23000 75502.20 MEDIAN STRIP MS-1 | | | 0240 24160 113.000 SF | 28.89000 3264.57| 18.00000 2034.00| 46.80000 5288.40 CONSTRUCTION SIGNS | | | 0250 24272 1440.000 HR | 1.00000 1440.00| 0.50000 720.00| 2.32000 3340.80 TRUCK MOUNTED ATTENUATOR | | | 0260 24278 5400.000 DAY | 0.01000 54.00| 0.75000 4050.00| 1.64000 8856.00 GROUP 2 CHANNELIZING DEVICES | | | 0270 24279 1440.000 HR | 8.00000 11520.00| 5.00000 7200.00| 0.53000 763.20 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A49 -3 TABULATION OF BIDS CALL ORDER : A49 CONTRACT ID : C00084478M501 COUNTIES : GLOUCESTER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C333 |( 2 ) N165 |( 3 ) B850 |CURTIS CONTRACTING, INC. |NICE & SONS, INC., GEORGE |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24281 500.000 HR | 0.01000 5.00| 1.00000 500.00| 9.71000 4855.00 ELECTRONIC ARROW | | | 0290 24430 620.000 SY | 14.21000 8810.20| 9.00000 5580.00| 5.14000 3186.80 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0300 27102 50.000 LB | 46.23000 2311.50| 12.00000 600.00| 50.46000 2523.00 REGULAR SEED | | | 0310 27215 0.100 TON | 3467.20000 346.72| 1000.00000 100.00| 3784.30000 378.43 FERTILIZER(15-30-15) | | | 0320 27250 0.100 TON | 2889.30000 288.93| 700.00000 70.00| 3153.60000 315.36 LIME | | | 0330 27415 6.000 EA | 223.12000 1338.72| 200.00000 1200.00| 246.58000 1479.48 CHECK DAM(ROCK) TY. II | | | 0340 27461 21.000 EA | 301.88000 6339.48| 115.00000 2415.00| 119.85000 2516.85 INLET PROTECTION TYPE B | | | 0350 27552 100.000 TON | 58.48000 5848.00| 50.00000 5000.00| 46.22000 4622.00 NS NO. 57 STONE NO. 57 STONE NO. 57 | | | STONE | | | 0360 50108 24.000 SF | 23.11000 554.64| 26.00000 624.00| 48.75000 1170.00 SIGN PANEL | | | 0370 50430 40.000 LF | 23.11000 924.40| 26.00000 1040.00| 29.26000 1170.40 SIGN POST STP-1 2" | | | 0380 50490 4.000 EA | 57.79000 231.16| 325.00000 1300.00| 318.89000 1275.56 CONCRETE FOUNDATION STP-1 | | | 0390 54032 3633.000 LF | 0.86000 3124.38| 1.00000 3633.00| 0.84000 3051.72 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0400 54300 8.000 EA | 86.68000 693.44| 90.00000 720.00| 221.84000 1774.72 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0410 69685 3.000 TON | 225.63000 676.89| 130.00000 390.00| 221.93000 665.79 EROSION CONTROL STONE | | | SECTION TOTALS | $ 541,273.52| $ 574,240.00| $ 590,123.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,273.52| $ 574,240.00| $ 590,123.51 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A53 -1 TABULATION OF BIDS CALL ORDER : A53 CONTRACT ID : C00098126N01 COUNTIES : DINWIDDIE PRINCE GEORGE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 04 POWHATAN CONTRACT TIME : 05/22/13 COMPLETION DATE PROJECT(S) : 9999-964-128, N501, D601-D60 FED # STP-BR04(261) CONTRACT DESCRIPTION: PIPE REPLACEMENT AND REHABILITATION DISTRICTWIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 963,176.30 100.0000% 2 K003 KENT & SONS, INC., J. L. $ 1,094,436.00 113.6278% 3 B850 BRANSCOME INC. $ 1,263,419.75 131.1722% 4 D172 DLB, INC. $ 1,268,622.08 131.7123% 5 S837 SANDERS CONSTRUCTION CO., J. $ 1,475,966.70 153.2395% 6 C097 CORMAN CONSTRUCTION, INC. $ 1,540,911.00 159.9822% 7 B303 BRYANT CONTRACTING, INC. $ 1,545,238.27 160.4315% 8 B584 BIGGS CONSTRUCTION COMPANY, INC. $ 1,797,777.00 186.6509% ==================================================================================================================================== |( 1 ) W210 |( 2 ) K003 |( 3 ) B850 |BURLEIGH CONSTRUCTION CO.,I |KENT & SONS, INC., J. L. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00211 2889.200 CY | 9.00000 26002.80| 35.00000 101122.00| 30.00000 86676.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0020 00525 233.500 CY | 530.00000 123755.00| 690.00000 161115.00| 970.00000 226495.00 CONCRETE CLASS A3 MISC. | | | 0030 00700 363.000 LF | 7.00000 2541.00| 18.00000 6534.00| 24.00000 8712.00 POST INSTALLATION INSPECTION | | | 0040 01780 123.000 LF | 550.00000 67650.00| 410.00000 50430.00| 650.00000 79950.00 78" PIPE | | | 0050 01840 120.000 LF | 560.00000 67200.00| 410.00000 49200.00| 740.00000 88800.00 84" PIPE | | | 0060 01900 120.000 LF | 585.00000 70200.00| 500.00000 60000.00| 740.00000 88800.00 90" PIPE | | | 0070 02090 90.000 LF | 530.00000 47700.00| 620.00000 55800.00| 915.00000 82350.00 NS PIPE PIPE 60" PIPE LINER REHAB | | | METHOD E | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A53 -2 TABULATION OF BIDS CALL ORDER : A53 CONTRACT ID : C00098126N01 COUNTIES : DINWIDDIE PRINCE GEORGE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 04 POWHATAN SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) K003 |( 3 ) B850 |BURLEIGH CONSTRUCTION CO.,I |KENT & SONS, INC., J. L. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 02090 180.000 LF | 530.00000 95400.00| 640.00000 115200.00| 660.00000 118800.00 NS PIPE PIPE 66" PIPE LINER REHAB | | | METHOD E | | | 0090 02090 193.000 LF | 630.00000 121590.00| 685.00000 132205.00| 751.00000 144943.00 NS PIPE PIPE 72" PIPE LINER REHAB | | | METHOD E | | | 0100 02090 193.000 LF | 650.00000 125450.00| 760.00000 146680.00| 748.00000 144364.00 NS PIPE PIPE 78" PIPE LINER REHAB | | | METHOD E | | | 0110 13320 200.000 LF | 32.00000 6400.00| 28.00000 5600.00| 24.00000 4800.00 GUARDRAIL GR-2 | | | 0120 13345 6.000 EA | 3200.00000 19200.00| 2800.00000 16800.00| 2722.00000 16332.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0130 13400 225.000 LF | 35.00000 7875.00| 33.00000 7425.00| 32.00000 7200.00 NS GUARDRAIL GUARDRAIL MODIFIED GR-10 | | | 0140 13400 400.000 LF | 14.00000 5600.00| 6.00000 2400.00| 6.00000 2400.00 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0150 16242 20.000 TON | 60.00000 1200.00| 40.00000 800.00| 63.00000 1260.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0160 24265 LUMP| 74000.00000 74000.00| 59000.00000 59000.00| 66970.00000 66970.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0170 24279 1800.000 HR | 3.00000 5400.00| 10.00000 18000.00| 3.50000 6300.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0180 24502 6.000 EA | 650.00000 3900.00| 600.00000 3600.00| 237.00000 1422.00 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0190 24601 462.500 LF | 7.00000 3237.50| 6.00000 2775.00| 3.50000 1618.75 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0200 26119 1155.000 TON | 65.00000 75075.00| 80.00000 92400.00| 63.00000 72765.00 DRY RIPRAP CL.I 18" | | | 0210 27422 6.000 EA | 1500.00000 9000.00| 400.00000 2400.00| 602.00000 3612.00 DEWATERING BASIN | | | 0220 27430 300.000 CY | 1.00000 300.00| 4.00000 1200.00| 12.00000 3600.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A53 -3 TABULATION OF BIDS CALL ORDER : A53 CONTRACT ID : C00098126N01 COUNTIES : DINWIDDIE PRINCE GEORGE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 04 POWHATAN SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) K003 |( 3 ) B850 |BURLEIGH CONSTRUCTION CO.,I |KENT & SONS, INC., J. L. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 27505 1500.000 LF | 3.00000 4500.00| 2.50000 3750.00| 3.50000 5250.00 TEMP. SILT FENCE | | | SECTION TOTALS | $ 963,176.30| $ 1,094,436.00| $ 1,263,419.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 963,176.30| $ 1,094,436.00| $ 1,263,419.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A55 -1 TABULATION OF BIDS CALL ORDER : A55 CONTRACT ID : C00090114M01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 09/13/13 COMPLETION DATE PROJECT(S) : (NFO)0066-M10-771,M501 FED # IM-066-1(344) CONTRACT DESCRIPTION: DMS NEW INSTALLATION ON PRIMARIES LEADING TO I-66 RTE. 234 BUS RTE. 110 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 1,289,508.75 100.0000% 2 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 1,370,000.00 106.2420% 3 B924 BRUCE-MERRILEES ELECTRIC COMPANY $ 1,393,393.30 108.0561% 4 C855 CHESAPEAKE ELECTRICAL SYSTEMS, INC. $ 1,499,156.20 116.2579% 5 P689 PORTICO REALTY SERVICES, LLC $ 1,574,103.50 122.0700% 6 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 2,271,674.76 176.1659% ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B924 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |BRUCE-MERRILEES ELECTRIC COMPAN 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| 70000.00000 70000.00| 98195.00000 98195.00| 56845.00000 56845.00 MOBILIZATION | | | 0020 00112 1.000 UNIT| 3000.00000 3000.00| 1700.00000 1700.00| 8223.83000 8223.83 CLEARING AND GRUBBING | | | 0030 12700 1675.000 LF | 60.00000 100500.00| 25.00000 41875.00| 42.00000 70350.00 STD. COMB. CURB & GUTTER CG-7 | | | 0040 13315 7.000 EA | 900.00000 6300.00| 925.00000 6475.00| 750.00000 5250.00 GUARDRAIL TERMINAL GR-11 | | | 0050 13320 2275.000 LF | 20.00000 45500.00| 21.00000 47775.00| 21.00000 47775.00 GUARDRAIL GR-2 | | | 0060 13345 7.000 EA | 2800.00000 19600.00| 2700.00000 18900.00| 2500.00000 17500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13392 1.000 EA | 2200.00000 2200.00| 2400.00000 2400.00| 2200.00000 2200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A55 -2 TABULATION OF BIDS CALL ORDER : A55 CONTRACT ID : C00090114M01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B924 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |BRUCE-MERRILEES ELECTRIC COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13393 1.000 EA | 550.00000 550.00| 860.00000 860.00| 950.00000 950.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0090 14120 1675.000 LF | 29.00000 48575.00| 9.00000 15075.00| 25.00000 41875.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0100 24160 1504.000 SF | 2.00000 3008.00| 2.50000 3760.00| 16.18000 24334.72 CONSTRUCTION SIGNS | | | 0110 24272 640.000 HR | 18.00000 11520.00| 74.00000 47360.00| 23.16000 14822.40 TRUCK MOUNTED ATTENUATOR | | | 0120 24278 29040.000 DAY | 0.25000 7260.00| 0.10000 2904.00| 0.79000 22941.60 GROUP 2 CHANNELIZING DEVICES | | | 0130 24281 640.000 HR | 4.00000 2560.00| 11.00000 7040.00| 6.14000 3929.60 ELECTRONIC ARROW | | | 0140 24501 450.000 LF | 5.00000 2250.00| 5.50000 2475.00| 10.00000 4500.00 NS REMOVE EXIST. REMOVE EXIST. MB-3 | | | 0150 24502 1.000 EA | 900.00000 900.00| 1100.00000 1100.00| 978.52000 978.52 NS REMOVE EXIST. REMOVE EXIST. DMS | | | 0160 24502 7.000 EA | 225.00000 1575.00| 305.00000 2135.00| 326.17000 2283.19 NS REMOVE EXIST. REMOVE EXIST. SIGN | | | 0170 24502 3.000 EA | 2200.00000 6600.00| 6600.00000 19800.00| 3102.91000 9308.73 NS REMOVE EXIST. REMOVE EXIST. SIGN | | | STRUCTURE | | | 0180 50902 2.000 EA | 29000.00000 58000.00| 28500.00000 57000.00| 24832.06000 49664.12 NS TRAFFIC SIGN TRAFFIC SIGN DMS | | | BUTTERFLY STR. TYPE 2 | | | 0190 50902 4.000 EA | 65000.00000 260000.00| 68000.00000 272000.00| 56288.35000 225153.40 NS TRAFFIC SIGN TRAFFIC SIGN DMS HALF | | | SPAN STR. (UP TO 80') | | | 0200 50902 2.000 EA | 68000.00000 136000.00| 71000.00000 142000.00| 69100.00000 138200.00 NS TRAFFIC SIGN TRAFFIC SIGN DYNAMIC | | | MESSAGE SIGN, TYPE 1 | | | 0210 50902 4.000 EA | 43000.00000 172000.00| 40000.00000 160000.00| 46467.00000 185868.00 NS TRAFFIC SIGN TRAFFIC SIGN DYNAMIC | | | MESSAGE SIGN, TYPE 2 | | | 0220 51170 1.000 EA | 2000.00000 2000.00| 1531.00000 1531.00| 7265.23000 7265.23 ELECTRICAL SERVICE SE-5 | | | 0230 51614 2020.000 LF | 1.60000 3232.00| 2.00000 4040.00| 1.70000 3434.00 NS CONDUCTOR CABLE CONDUCTOR CABLE #4 | | | AWG CONDUCTOR CABLE | | | 0240 51614 4125.000 LF | 5.75000 23718.75| 2.00000 8250.00| 4.50000 18562.50 NS CONDUCTOR CABLE CONDUCTOR CABLE 12 | | | STRAND FIBER OPTIC DROP CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A55 -3 TABULATION OF BIDS CALL ORDER : A55 CONTRACT ID : C00090114M01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M957 |( 3 ) B924 |VIRGINIA SIGN & LIGHTING CO |MIDASCO VA LLC (USE N VA: M |BRUCE-MERRILEES ELECTRIC COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 51961 1.000 EA | 16900.00000 16900.00| 31000.00000 31000.00| 29000.00000 29000.00 NS MODIFY MODIFY MEDIAN BARRIER | | | 0260 52426 5.000 EA | 1850.00000 9250.00| 1100.00000 5500.00| 1791.80000 8959.00 ELECTRICAL SERVICE SE-4 TYPE A | | | 0270 55001 2680.000 LF | 3.00000 8040.00| 4.00000 10720.00| 3.20000 8576.00 0 CONDUCTOR CABLE | | | 0280 55003 11660.000 LF | 4.50000 52470.00| 7.00000 81620.00| 5.75000 67045.00 000 CONDUCTOR CABLE | | | 0290 55586 19.000 EA | 1200.00000 22800.00| 1050.00000 19950.00| 842.39000 16005.41 JUNCTION BOX JB-S1 | | | 0300 56032 240.000 LF | 14.00000 3360.00| 4.00000 960.00| 29.12000 6988.80 2" METAL CONDUIT | | | 0310 56042 2055.000 LF | 28.00000 57540.00| 24.00000 49320.00| 26.61000 54683.55 NS CONDUIT CONDUIT DIRECTIONAL DRILL | | | CONDUIT HDPE 3" | | | 0320 56042 380.000 LF | 7.00000 2660.00| 12.00000 4560.00| 7.59000 2884.20 NS CONDUIT CONDUIT TRENCHED CONDUIT | | | PVC 2" | | | 0330 56042 5390.000 LF | 6.00000 32340.00| 12.00000 64680.00| 8.58000 46246.20 NS CONDUIT CONDUIT TRENCHED CONDUIT | | | PVC 3" | | | 0340 59050 6.000 EA | 1200.00000 7200.00| 5.00000 30.00| 6965.88000 41795.28 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. AUXILIARY UPS POWER | | | 0350 59050 6.000 EA | 11000.00000 66000.00| 16000.00000 96000.00| 15817.24000 94903.44 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. GROUND MOUNTED DMS CONT. | | | CABINET | | | 0360 59050 4.000 EA | 4500.00000 18000.00| 7500.00000 30000.00| 11185.67000 44742.68 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MANAGED FIELD ETHERNETSWITCH | | | 0370 59050 2.000 EA | 2400.00000 4800.00| 5500.00000 11000.00| 2925.53000 5851.06 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. PAD MOUNT TRANSFORMER | | | 0380 59050 2.000 EA | 650.00000 1300.00| 5.00000 10.00| 1748.92000 3497.84 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. WIRELESS MODEM | | | SECTION TOTALS | $ 1,289,508.75| $ 1,370,000.00| $ 1,393,393.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,289,508.75| $ 1,370,000.00| $ 1,393,393.30 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A60 -1 TABULATION OF BIDS CALL ORDER : A60 CONTRACT ID : C00091787N01 COUNTIES : WISE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/05/12 COMPLETION DATE PROJECT(S) : 0723-097-R06, N501 FED # NONE CONTRACT DESCRIPTION: 0.12 MI. GRADE, DRAIN & PAVE. 0.121 MI. S. RTE. 791 RTE. 791 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 235,722.22 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 256,790.65 108.9378% 3 E155 ELK KNOB, INC. $ 292,305.90 124.0044% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 297,326.30 126.1342% ==================================================================================================================================== |( 1 ) D557 |( 2 ) W048 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 11000.00000 11000.00| 8916.56000 8916.56| 23650.00000 23650.00 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 8201.14000 8201.14| 5445.00000 5445.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 51969.00000 51969.00| 16358.93000 16358.93| 55000.00000 55000.00 GRADING | | | 0040 00700 91.000 LF | 1.00000 91.00| 11.96000 1088.36| 18.50000 1683.50 POST INSTALLATION INSPECTION | | | 0050 01150 36.000 LF | 12.00000 432.00| 58.99000 2123.64| 32.00000 1152.00 15" PIPE | | | 0060 01180 55.000 LF | 14.00000 770.00| 62.54000 3439.70| 37.00000 2035.00 18" PIPE | | | 0070 06150 2.000 EA | 120.00000 240.00| 510.52000 1021.04| 225.00000 450.00 15" END SECTION ES-1 OR 2 | | | 0080 06180 2.000 EA | 151.00000 302.00| 536.02000 1072.04| 275.00000 550.00 18" END SECTION ES-1 OR 2 | | | 0090 09150 4.000 TON | 40.00000 160.00| 50.39000 201.56| 100.00000 400.00 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A60 -2 TABULATION OF BIDS CALL ORDER : A60 CONTRACT ID : C00091787N01 COUNTIES : WISE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) W048 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10065 3535.000 TON | 18.73000 66210.55| 25.56000 90354.60| 22.00000 77770.00 AGGR. MATL. NO. 1 | | | 0110 10128 695.000 TON | 15.58000 10828.10| 22.89000 15908.55| 22.00000 15290.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10607 180.000 TON | 143.00000 25740.00| 143.00000 25740.00| 157.30000 28314.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0130 10628 225.000 SY | 9.95000 2238.75| 9.95000 2238.75| 10.95000 2463.75 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 10642 335.000 TON | 119.75000 40116.25| 119.75000 40116.25| 131.73000 44129.55 ASPHALT CONCRETE TY. BM-25.0A | | | 0150 11070 130.000 LF | 1.00000 130.00| 3.89000 505.70| 10.00000 1300.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0160 24160 192.000 SF | 1.00000 192.00| 17.20000 3302.40| 18.00000 3456.00 CONSTRUCTION SIGNS | | | 0170 24278 542.000 DAY | 1.00000 542.00| 1.24000 672.08| 1.00000 542.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 240.000 HR | 10.00000 2400.00| 23.53000 5647.20| 15.00000 3600.00 FLAGGER SERVICE | | | 0190 24400 4.000 UNIT| 200.00000 800.00| 620.05000 2480.20| 120.00000 480.00 OBSCURING ROADWAY | | | 0200 24430 2795.000 SY | 1.00000 2795.00| 3.50000 9782.50| 3.00000 8385.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0210 27102 126.000 LB | 8.15000 1026.90| 8.76000 1103.76| 8.80000 1108.80 REGULAR SEED | | | 0220 27103 79.000 LB | 8.15000 643.85| 8.76000 692.04| 8.80000 695.20 OVERSEEDING | | | 0230 27104 3.000 LB | 12.00000 36.00| 12.90000 38.70| 13.20000 39.60 LEGUME SEED | | | 0240 27105 2.000 LB | 12.00000 24.00| 12.90000 25.80| 13.20000 26.40 LEGUME OVERSEEDING | | | 0250 27215 1.000 TON | 900.00000 900.00| 967.50000 967.50| 990.00000 990.00 FERTILIZER(15-30-15) | | | 0260 27250 2.000 TON | 150.00000 300.00| 161.25000 322.50| 165.00000 330.00 LIME | | | 0270 27321 24.000 SY | 3.00000 72.00| 3.23000 77.52| 3.30000 79.20 PROTECTIVE COVERING EC-2 | | | 0280 27415 12.000 EA | 1.00000 12.00| 244.95000 2939.40| 250.00000 3000.00 CHECK DAM(ROCK) TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A60 -3 TABULATION OF BIDS CALL ORDER : A60 CONTRACT ID : C00091787N01 COUNTIES : WISE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) W048 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27430 320.000 CY | 0.01000 3.20| 0.01000 3.20| 0.10000 32.00 SILTATION CONTROL EXCAVATION | | | 0300 27505 222.000 LF | 3.01000 668.22| 3.23000 717.06| 3.00000 666.00 TEMP. SILT FENCE | | | 0310 27506 1630.000 LF | 3.00000 4890.00| 3.23000 5264.90| 2.25000 3667.50 TEMP. FILTER BARRIER | | | 0320 50108 7.000 SF | 58.00000 406.00| 53.75000 376.25| 25.00000 175.00 SIGN PANEL | | | 0330 50430 9.000 LF | 10.00000 90.00| 5.38000 48.42| 25.00000 225.00 SIGN POST STP-1 2" | | | 0340 54020 2500.000 LF | 1.75000 4375.00| 1.88000 4700.00| 1.93000 4825.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0350 54028 32.000 LF | 9.95000 318.40| 10.70000 342.40| 10.95000 350.40 TYPE A PAVEMENT LINE MARKING 24" | | | SECTION TOTALS | $ 235,722.22| $ 256,790.65| $ 292,305.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,722.22| $ 256,790.65| $ 292,305.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A63 -1 TABULATION OF BIDS CALL ORDER : A63 CONTRACT ID : C00100553N01 COUNTIES : WISE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/01/12 COMPLETION DATE PROJECT(S) : (NFO)0023-097-832,N501 FED # HSIP-097-1(079) CONTRACT DESCRIPTION: PAVE SHOULDERS AND ADD RUMBLE STRIPS NBL AND SBL FROM: RTE. 624 TO: RTE. 692 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,195,939.61 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 40209.84000 40209.84| | MOBILIZATION | | | 0020 00125 LUMP| 187882.00000 187882.00| | GRADING | | | 0030 10128 6706.000 TON | 28.00000 187768.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10608 2235.000 TON | 130.00000 290550.00| | ASPHALT CONCRETE TY. SM-12.5D | | | 0050 10700 45725.000 LF | 0.88000 40238.00| | RUMBLE STRIP, ASPHALT | | | 0060 10701 8468.000 SY | 1.23000 10415.64| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0070 11070 45725.000 LF | 0.01000 457.25| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0080 16397 3506.000 TON | 110.00000 385660.00| | ASPH. CONC. TY. BM-25.0D (T) | | | 0090 24160 148.000 SF | 18.00000 2664.00| | CONSTRUCTION SIGNS | | | 0100 24272 400.000 HR | 20.00000 8000.00| | TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A63 -2 TABULATION OF BIDS CALL ORDER : A63 CONTRACT ID : C00100553N01 COUNTIES : WISE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 24278 1000.000 DAY | 1.00000 1000.00| | GROUP 2 CHANNELIZING DEVICES | | | 0120 24281 400.000 HR | 5.00000 2000.00| | ELECTRONIC ARROW | | | 0130 27506 22863.000 LF | 0.01000 228.63| | TEMP. FILTER BARRIER | | | 0140 54032 45725.000 LF | 0.85000 38866.25| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | SECTION TOTALS | $ 1,195,939.61| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,195,939.61| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A64 -1 TABULATION OF BIDS CALL ORDER : A64 CONTRACT ID : C00098458N01 COUNTIES : RUSSELL LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/01/12 COMPLETION DATE PROJECT(S) : (NFO)0628-083-798,N501 FED # HRRR-083-1(175) CONTRACT DESCRIPTION: WIDEN SHOULDERS AND IMPROVE SIGHT DISTANCE 0.467 MI. E. WISE COUNTY LINE 0.693 MI. E. WISE COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 115,528.16 100.0000% 2 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 160,721.00 139.1185% 3 E155 ELK KNOB, INC. $ 178,926.22 154.8767% 4 C174 CLECO CORPORATION $ 189,913.50 164.3872% 5 W048 W-L CONSTRUCTION & PAVING, INC. $ 200,672.23 173.6998% ==================================================================================================================================== |( 1 ) D557 |( 2 ) G326 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |GLASS MACHINERY AND EXCAVAT |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 16300.00000 16300.00 MOBILIZATION | | | 0020 00125 LUMP| 48544.16000 48544.16| 45000.00000 45000.00| 65000.00000 65000.00 GRADING | | | 0030 10128 244.000 TON | 19.00000 4636.00| 35.00000 8540.00| 25.00000 6100.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10607 240.000 TON | 139.40000 33456.00| 149.40000 35856.00| 153.34000 36801.60 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 11070 2400.000 LF | 0.50000 1200.00| 3.50000 8400.00| 5.00000 12000.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0060 16397 92.000 TON | 127.83000 11760.36| 140.00000 12880.00| 140.61000 12936.12 ASPH. CONC. TY. BM-25.0D (T) | | | 0070 24160 260.000 SF | 0.01000 2.60| 44.00000 11440.00| 20.00000 5200.00 CONSTRUCTION SIGNS | | | 0080 24278 3500.000 DAY | 0.01000 35.00| 2.00000 7000.00| 1.00000 3500.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A64 -2 TABULATION OF BIDS CALL ORDER : A64 CONTRACT ID : C00098458N01 COUNTIES : RUSSELL LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) G326 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |GLASS MACHINERY AND EXCAVAT |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24282 800.000 HR | 0.01000 8.00| 15.00000 12000.00| 15.00000 12000.00 FLAGGER SERVICE | | | 0100 27102 96.000 LB | 8.00000 768.00| 12.00000 1152.00| 8.80000 844.80 REGULAR SEED | | | 0110 27103 60.000 LB | 8.00000 480.00| 12.00000 720.00| 8.80000 528.00 OVERSEEDING | | | 0120 27104 16.000 LB | 12.00000 192.00| 20.00000 320.00| 13.20000 211.20 LEGUME SEED | | | 0130 27105 10.000 LB | 12.00000 120.00| 20.00000 200.00| 13.20000 132.00 LEGUME OVERSEEDING | | | 0140 27215 0.140 TON | 900.00000 126.00| 1200.00000 168.00| 990.00000 138.60 FERTILIZER(15-30-15) | | | 0150 27250 1.900 TON | 150.00000 285.00| 250.00000 475.00| 165.00000 313.50 LIME | | | 0160 27415 13.000 EA | 1.00000 13.00| 250.00000 3250.00| 300.00000 3900.00 CHECK DAM(ROCK) TY. II | | | 0170 27430 204.000 CY | 0.01000 2.04| 5.00000 1020.00| 0.10000 20.40 SILTATION CONTROL EXCAVATION | | | 0180 27506 1200.000 LF | 3.25000 3900.00| 4.00000 4800.00| 2.50000 3000.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 115,528.16| $ 160,721.00| $ 178,926.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 115,528.16| $ 160,721.00| $ 178,926.22 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A65 -1 TABULATION OF BIDS CALL ORDER : A65 CONTRACT ID : C00100543N01 COUNTIES : FREDERICK LETTING DATE : 06/27/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/09/12 COMPLETION DATE PROJECT(S) : (NFO) 0522-034-798, N501 FED # HSIP-034-8(051) CONTRACT DESCRIPTION: EXTEND EASTBOUND LTL ON US 522 0.06 MI. W. RTE. 767 - FOX DRIVE RTE. 767 - FOX DRIVE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 59,960.00 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 60,234.70 100.4581% 3 A648 A & M CONCRETE CORP. $ 67,479.00 112.5400% 4 K611 KICKIN ASPHALT PAVING & SEALING $ 82,791.00 138.0771% 5 J273 JIREH CONSTRUCTION COMPANY, INC. $ 120,385.00 200.7755% ==================================================================================================================================== |( 1 ) A477 |( 2 ) W048 |( 3 ) A648 |ARTHUR CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS FREDERICK CO. | | | 0010 00100 LUMP| 6100.00000 6100.00| 9600.00000 9600.00| 11600.00000 11600.00 MOBILIZATION | | | 0020 00125 LUMP| 6000.00000 6000.00| 19283.64000 19283.64| 6000.00000 6000.00 GRADING | | | 0030 00140 22.000 CY | 50.00000 1100.00| 15.90000 349.80| 150.00000 3300.00 BORROW EXCAVATION | | | 0040 10128 69.000 TON | 40.00000 2760.00| 37.25000 2570.25| 50.00000 3450.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10628 138.000 SY | 13.50000 1863.00| 4.12000 568.56| 18.00000 2484.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 10635 33.000 TON | 125.00000 4125.00| 143.55000 4737.15| 220.00000 7260.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0070 10642 26.000 TON | 125.00000 3250.00| 136.25000 3542.50| 220.00000 5720.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0080 11070 253.000 LF | 4.00000 1012.00| 5.40000 1366.20| 4.00000 1012.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (12" DEPTH) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A65 -2 TABULATION OF BIDS CALL ORDER : A65 CONTRACT ID : C00100543N01 COUNTIES : FREDERICK LETTING DATE : 06/27/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) W048 |( 3 ) A648 |ARTHUR CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24160 300.000 SF | 20.00000 6000.00| 10.85000 3255.00| 22.00000 6600.00 CONSTRUCTION SIGNS | | | 0100 24272 160.000 HR | 25.00000 4000.00| 20.01000 3201.60| 13.00000 2080.00 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 1200.000 DAY | 1.00000 1200.00| 0.81000 972.00| 1.00000 1200.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24281 160.000 HR | 10.00000 1600.00| 2.65000 424.00| 4.00000 640.00 ELECTRONIC ARROW | | | 0130 24282 160.000 HR | 20.00000 3200.00| 6.50000 1040.00| 23.00000 3680.00 FLAGGER SERVICE | | | 0140 27430 51.000 CY | 50.00000 2550.00| 10.00000 510.00| 45.00000 2295.00 SILTATION CONTROL EXCAVATION | | | 0150 27506 300.000 LF | 4.00000 1200.00| 4.95000 1485.00| 4.00000 1200.00 TEMP. FILTER BARRIER | | | 0160 51615 400.000 LF | 4.00000 1600.00| 1.05000 420.00| 1.25000 500.00 14/1 ENCLOSED COND. CABLE | | | 0170 51913 250.000 LF | 25.00000 6250.00| 10.50000 2625.00| 13.00000 3250.00 SAWCUT 5/8" | | | 0180 54020 600.000 LF | 2.00000 1200.00| 1.73000 1038.00| 2.00000 1200.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0190 54042 15.000 LF | 50.00000 750.00| 24.00000 360.00| 28.00000 420.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0200 54300 2.000 EA | 350.00000 700.00| 250.00000 500.00| 295.00000 590.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0210 54510 400.000 LF | 2.50000 1000.00| 3.84000 1536.00| 5.00000 2000.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0220 55587 1.000 EA | 2500.00000 2500.00| 850.00000 850.00| 998.00000 998.00 JUNCTION BOX JB-S2 | | | SECTION TOTALS | $ 59,960.00| $ 60,234.70| $ 67,479.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,960.00| $ 60,234.70| $ 67,479.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A67 -1 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C000102738N01 COUNTIES : STATEWIDE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 08/16/13 COMPLETION DATE PROJECT(S) : (NFO)0220-969-S41, N501 FED # STP-000S(267) CONTRACT DESCRIPTION: CORRIDOR SHOULDER WIDENING & GR INSTALL/UPGRADES ROUTE 870 BOTETOURT COUNTY I-64 ALLEGHANY COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R976 RMD HOLDINGS, LTD. $ 4,875,686.95 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 5,206,289.50 106.7806% ==================================================================================================================================== |( 1 ) R976 |( 2 ) A006 |( ) |RMD HOLDINGS, LTD. |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 444400.00000 444400.00| 122463.67000 122463.67| MOBILIZATION | | | 0020 00125 LUMP| 33000.00000 33000.00| 179319.01000 179319.01| GRADING | | | 0030 10700 74350.000 LF | 0.25000 18587.50| 0.68000 50558.00| RUMBLE STRIP, ASPHALT | | | 0040 10701 12400.000 SY | 1.65000 20460.00| 2.09000 25916.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0050 13310 13.000 LF | 48.55000 631.15| 84.00000 1092.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0060 13315 3.000 EA | 560.00000 1680.00| 840.00000 2520.00| GUARDRAIL TERMINAL GR-11 | | | 0070 13320 43150.000 LF | 15.15000 653722.50| 16.80000 724920.00| GUARDRAIL GR-2 | | | 0080 13331 300.000 LF | 19.15000 5745.00| 18.90000 5670.00| RAD. GUARDRAIL GR-2 | | | 0090 13345 110.000 EA | 2075.00000 228250.00| 2100.00000 231000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A67 -2 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C000102738N01 COUNTIES : STATEWIDE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) R976 |( 2 ) A006 |( ) |RMD HOLDINGS, LTD. |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13346 18.000 EA | 290.00000 5220.00| 105.00000 1890.00| REMOVE GR-7 TERMINAL | | | 0110 13349 110.000 EA | 645.00000 70950.00| 420.00000 46200.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13383 4.000 EA | 1950.00000 7800.00| 2100.00000 8400.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 13387 14.000 EA | 800.00000 11200.00| 2100.00000 29400.00| FIXED OBJECT ATTACH. GR-FOA-3 | | | 0140 13392 15.000 EA | 2075.00000 31125.00| 2100.00000 31500.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0150 13460 36.000 LF | 143.00000 5148.00| 250.09000 9003.24| MEDIAN BARRIER MB-7D | | | 0160 13462 120.000 LF | 85.00000 10200.00| 252.00000 30240.00| MEDIAN BARRIER MB-7F | | | 0170 16335 4330.000 TON | 126.50000 547745.00| 123.84000 536227.20| ASPHALT CONCRETE TY. SM-9.5A | | | 0180 16395 18072.000 TON | 114.50000 2069244.00| 110.37000 1994606.64| ASPH. CONC. TY. BM-25.0A (T) | | | 0190 17336 12.000 EA | 210.00000 2520.00| 2940.00000 35280.00| BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0200 24160 800.000 SF | 10.00000 8000.00| 24.01000 19208.00| CONSTRUCTION SIGNS | | | 0210 24260 10700.000 TON | 26.00000 278200.00| 55.14000 589998.00| CR. RUN AGGR. NO. 25 OR 26 | | | 0220 24272 150.000 HR | 5.00000 750.00| 24.00000 3600.00| TRUCK MOUNTED ATTENUATOR | | | 0230 24278 6200.000 DAY | 1.00000 6200.00| 2.00000 12400.00| GROUP 2 CHANNELIZING DEVICES | | | 0240 24279 17856.000 HR | 3.00000 53568.00| 10.00000 178560.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0250 24281 150.000 HR | 5.00000 750.00| 12.00000 1800.00| ELECTRONIC ARROW | | | 0260 24282 9920.000 HR | 18.50000 183520.00| 19.55000 193936.00| FLAGGER SERVICE | | | 0270 24600 29375.000 LF | 2.00000 58750.00| 1.05000 30843.75| REMOVE EXISTING GUARDRAIL | | | 0280 24601 238.000 LF | 10.00000 2380.00| 5.25000 1249.50| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A67 -3 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C000102738N01 COUNTIES : STATEWIDE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) R976 |( 2 ) A006 |( ) |RMD HOLDINGS, LTD. |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 24702 16.000 EA | 295.00000 4720.00| 105.00000 1680.00| NS REMOVE EXIST. REMOVE EXIST BR-GR-1G | | | 0300 24702 20.000 EA | 295.00000 5900.00| 105.00000 2100.00| NS REMOVE EXIST. REMOVE EXIST GR-9 | | | 0310 24702 4.000 EA | 295.00000 1180.00| 105.00000 420.00| NS REMOVE EXIST. REMOVE EXIST GR-FOA-1 | | | 0320 24702 5.000 EA | 295.00000 1475.00| 105.00000 525.00| NS REMOVE EXIST. REMOVE EXIST GR-FOA-2 | | | TY 1 | | | 0330 24702 14.000 EA | 295.00000 4130.00| 105.00000 1470.00| NS REMOVE EXIST. REMOVE EXIST GR-FOA-3 | | | 0340 24703 36.000 LF | 62.60000 2253.60| 83.64000 3011.04| NS REMOVE EXIST REMOVE EXIST. CONCRETE | | | BARRIER SEVICE | | | 0350 25506 11.000 MO | 2770.00000 30470.00| 2286.75000 25154.25| FIELD OFFICE TY.II | | | 0360 27102 120.000 LB | 17.65000 2118.00| 5.78000 693.60| REGULAR SEED | | | 0370 27103 120.000 LB | 4.75000 570.00| 5.78000 693.60| OVERSEEDING | | | 0380 27104 20.000 LB | 26.05000 521.00| 56.70000 1134.00| LEGUME SEED | | | 0390 27105 20.000 LB | 25.78000 515.60| 56.70000 1134.00| LEGUME OVERSEEDING | | | 0400 27210 0.500 TON | 1709.70000 854.85| 1575.00000 787.50| FERTILIZER(10-20-10) | | | 0410 27250 4.000 TON | 5.55000 22.20| 819.00000 3276.00| LIME | | | 0420 27430 200.000 CY | 30.00000 6000.00| 28.58000 5716.00| SILTATION CONTROL EXCAVATION | | | 0430 27505 1000.000 LF | 2.30000 2300.00| 4.20000 4200.00| TEMP. SILT FENCE | | | 0440 27506 1000.000 LF | 2.00000 2000.00| 6.30000 6300.00| TEMP. FILTER BARRIER | | | 0450 54034 71705.000 LF | 0.71000 50910.55| 0.70000 50193.50| TYPE B CLASS I PAVE. LINE MARKING 6" | | | SECTION TOTALS | $ 4,875,686.95| $ 5,206,289.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,875,686.95| $ 5,206,289.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A68 -1 TABULATION OF BIDS CALL ORDER : A68 CONTRACT ID : C00093000C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/19/13 COMPLETION DATE PROJECT(S) : (NFO)0234-076-996, M501 FED # HSIP-5A01(289) CONTRACT DESCRIPTION: 0.104 MI. GRADE, DRAIN, ASPHALT PAVE. & INCIDENTALS 0.020 MILES WEST OF SUDLEY ROAD (RTE. 234 BUSINESS) 0.092 MILES EAST OF SUDLEY ROAD (RTE. 234 BUSINESS) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A648 A & M CONCRETE CORP. $ 327,466.60 100.0000% 2 F373 FINLEY ASPHALT & SEALING, INC. $ 335,598.10 102.4832% 3 A477 ARTHUR CONSTRUCTION CO., INC. $ 373,279.00 113.9899% 4 G181 GENERAL EXCAVATION, INC. $ 374,996.15 114.5143% 5 F034 FORT MYER CONSTRUCTION CORPORATION $ 378,373.90 115.5458% 6 C224 CHEMUNG CONTRACTING CORPORATION $ 512,464.10 156.4935% 7 J273 JIREH CONSTRUCTION COMPANY, INC. $ 547,250.00 167.1163% ==================================================================================================================================== |( 1 ) A648 |( 2 ) F373 |( 3 ) A477 |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 19000.00000 19000.00| 6106.00000 6106.00| 15000.00000 15000.00 MOBILIZATION | | | 0020 00101 LUMP| 4900.00000 4900.00| 2257.50000 2257.50| 8000.00000 8000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 2213.000 CY | 24.00000 53112.00| 36.22000 80154.86| 25.00000 55325.00 REGULAR EXCAVATION | | | 0040 00140 1844.000 CY | 21.00000 38724.00| 15.00000 27660.00| 25.00000 46100.00 BORROW EXCAVATION | | | 0050 00700 255.000 LF | 5.00000 1275.00| 5.89000 1501.95| 10.00000 2550.00 POST INSTALLATION INSPECTION | | | 0060 01156 83.000 LF | 68.00000 5644.00| 104.18000 8646.94| 85.00000 7055.00 STORM SEWER PIPE 15" | | | 0070 01186 172.000 LF | 74.00000 12728.00| 86.12000 14812.64| 85.00000 14620.00 STORM SEWER PIPE 18" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A68 -2 TABULATION OF BIDS CALL ORDER : A68 CONTRACT ID : C00093000C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F373 |( 3 ) A477 |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 06818 2.000 EA | 4700.00000 9400.00| 5502.00000 11004.00| 4500.00000 9000.00 DROP INLET DI-3B,L=6' | | | 0090 06820 1.000 EA | 6200.00000 6200.00| 4805.00000 4805.00| 5500.00000 5500.00 DROP INLET DI-3B,L=10' | | | 0100 10128 408.000 TON | 30.00000 12240.00| 33.34000 13602.72| 25.00000 10200.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10630 1833.000 SY | 6.00000 10998.00| 3.50000 6415.50| 3.00000 5499.00 FLEXIBLE PAVEMENT PLANING | | | 0120 10636 262.000 TON | 110.00000 28820.00| 119.75000 31374.50| 100.00000 26200.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0130 10642 76.000 TON | 110.00000 8360.00| 164.70000 12517.20| 100.00000 7600.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0140 12600 674.000 LF | 18.00000 12132.00| 18.32000 12347.68| 25.00000 16850.00 STD. COMB. CURB & GUTTER CG-6 | | | 0150 12610 111.000 LF | 20.00000 2220.00| 18.32000 2033.52| 25.00000 2775.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0160 13108 8.000 SY | 98.00000 784.00| 94.00000 752.00| 250.00000 2000.00 CG-12 DETECTABLE WARNING SURFACE | | | 0170 13220 69.000 SY | 45.00000 3105.00| 59.31000 4092.39| 54.00000 3726.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0180 13544 LUMP| 6000.00000 6000.00| 5500.00000 5500.00| 10000.00000 10000.00 NS WALL WALL DISMANTLE & REPAIR FIELD | | | STONE RET. WALL | | | 0190 14450 24.000 LF | 10.00000 240.00| 5.00000 120.00| 25.00000 600.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0200 24160 248.000 SF | 21.00000 5208.00| 39.89000 9892.72| 20.00000 4960.00 CONSTRUCTION SIGNS | | | 0210 24272 720.000 HR | 12.00000 8640.00| 15.00000 10800.00| 20.00000 14400.00 TRUCK MOUNTED ATTENUATOR | | | 0220 24278 3825.000 DAY | 1.00000 3825.00| 1.00000 3825.00| 1.00000 3825.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24281 720.000 HR | 3.00000 2160.00| 5.00000 3600.00| 5.00000 3600.00 ELECTRONIC ARROW | | | 0240 24410 1123.000 SY | 9.00000 10107.00| 12.00000 13476.00| 9.00000 10107.00 DEMOLITION OF PAVEMENT | | | 0250 24505 1.000 EA | 1700.00000 1700.00| 2625.00000 2625.00| 7500.00000 7500.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | LIGHT POLE & LUMINAIRE | | | 0260 24505 1.000 EA | 1650.00000 1650.00| 2625.00000 2625.00| 7500.00000 7500.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | LIGHT POLE FOUNDATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A68 -3 TABULATION OF BIDS CALL ORDER : A68 CONTRACT ID : C00093000C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F373 |( 3 ) A477 |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27012 0.660 ACRE| 6500.00000 4290.00| 2500.00000 1650.00| 12500.00000 8250.00 TOPSOIL CLASS A 2" | | | 0280 27102 465.000 LB | 10.00000 4650.00| 8.82000 4101.30| 7.00000 3255.00 REGULAR SEED | | | 0290 27103 293.000 LB | 7.00000 2051.00| 6.51000 1907.43| 7.00000 2051.00 OVERSEEDING | | | 0300 27215 0.110 TON | 1400.00000 154.00| 1260.00000 138.60| 1000.00000 110.00 FERTILIZER(15-30-15) | | | 0310 27250 2.480 TON | 360.00000 892.80| 110.25000 273.42| 500.00000 1240.00 LIME | | | 0320 27430 81.000 CY | 21.00000 1701.00| 25.00000 2025.00| 30.00000 2430.00 SILTATION CONTROL EXCAVATION | | | 0330 27461 3.000 EA | 240.00000 720.00| 250.00000 750.00| 200.00000 600.00 INLET PROTECTION TYPE B | | | 0340 27505 800.000 LF | 4.00000 3200.00| 3.00000 2400.00| 3.00000 2400.00 TEMP. SILT FENCE | | | 0350 42765 2.000 EA | 2150.00000 4300.00| 1000.00000 2000.00| 1000.00000 2000.00 ADJUST EXIST FRAME & COVER | | | 0360 50108 9.000 SF | 34.00000 306.00| 26.25000 236.25| 50.00000 450.00 SIGN PANEL | | | 0370 50860 6.000 EA | 170.00000 1020.00| 105.00000 630.00| 100.00000 600.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 0380 51184 13.000 EA | 175.00000 2275.00| 220.50000 2866.50| 250.00000 3250.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0390 51198 1.000 EA | 210.00000 210.00| 262.50000 262.50| 750.00000 750.00 PEDESTRIAN ACTUATION PA-2 | | | 0400 51212 1.000 EA | 620.00000 620.00| 735.00000 735.00| 750.00000 750.00 PEDESTAL POLE PF-2 12' | | | 0410 51240 1.000 EA | 550.00000 550.00| 1417.50000 1417.50| 1500.00000 1500.00 CONCRETE FOUNDATION PF-2 | | | 0420 51540 1.000 EA | 5.00000 5.00| 157.50000 157.50| 1.00000 1.00 LOOP DETECTOR AMPLIFIER | | | 0430 51600 360.000 LF | 2.00000 720.00| 2.10000 756.00| 2.00000 720.00 14/2 CONDUCTOR CABLE | | | 0440 51607 675.000 LF | 2.00000 1350.00| 2.21000 1491.75| 2.50000 1687.50 14/7 CONDUCTOR CABLE | | | 0450 51615 1590.000 LF | 9.90000 15741.00| 4.20000 6678.00| 3.25000 5167.50 14/1 ENCLOSED COND. CABLE | | | 0460 51700 405.000 LF | 1.20000 486.00| 2.10000 850.50| 2.00000 810.00 14/2 CONDUCTOR CABLE SHIELDED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A68 -4 TABULATION OF BIDS CALL ORDER : A68 CONTRACT ID : C00093000C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F373 |( 3 ) A477 |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 51830 2.000 EA | 300.00000 600.00| 215.25000 430.50| 350.00000 700.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0480 51832 1.000 EA | 186.00000 186.00| 210.00000 210.00| 250.00000 250.00 HANGER ASSEMBLY SMB-1, ONE WAY | | | 0490 51840 1.000 EA | 220.00000 220.00| 215.25000 215.25| 400.00000 400.00 NS HANGER ASSEMBLY HANGER ASSEMBLY | | | HANGER ASSEMBLY SMD-2 | | | 0500 51910 1767.000 LF | 1.20000 2120.40| 0.21000 371.07| 7.00000 12369.00 SAW CUT | | | 0510 51955 LUMP| 2080.00000 2080.00| 2625.00000 2625.00| 7500.00000 7500.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0520 51961 4.000 EA | 169.00000 676.00| 262.50000 1050.00| 400.00000 1600.00 NS MODIFY MODIFY EXIST. SIGNAL HEAD | | | 0530 51962 1.000 EA | 255.00000 255.00| 262.50000 262.50| 300.00000 300.00 NS RELOCATE RELOCATE EXIST. SIGN | | | 0540 51963 1.000 EA | 1200.00000 1200.00| 525.00000 525.00| 2500.00000 2500.00 NS REMOVE REMOVE EXIST. SIGNAL EQUIP | | | 0550 52404 1.000 EA | 950.00000 950.00| 682.50000 682.50| 750.00000 750.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 0560 54032 834.000 LF | 1.20000 1000.80| 0.95000 792.30| 2.00000 1668.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0570 54034 122.000 LF | 2.30000 280.60| 1.54000 187.88| 4.00000 488.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0580 54042 52.000 LF | 12.00000 624.00| 9.24000 480.48| 20.00000 1040.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0590 54300 6.000 EA | 95.00000 570.00| 220.50000 1323.00| 200.00000 1200.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0600 54400 3.000 EA | 340.00000 1020.00| 462.00000 1386.00| 500.00000 1500.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0610 56022 45.000 LF | 14.00000 630.00| 13.65000 614.25| 30.00000 1350.00 1" METAL CONDUIT | | | 0620 56034 20.000 LF | 14.00000 280.00| 12.60000 252.00| 20.00000 400.00 3" CONDUIT | | | 0630 56200 30.000 LF | 12.00000 360.00| 10.50000 315.00| 25.00000 750.00 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 327,466.60| $ 335,598.10| $ 373,279.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,466.60| $ 335,598.10| $ 373,279.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A79 -1 TABULATION OF BIDS CALL ORDER : A79 CONTRACT ID : C00098457N01 COUNTIES : WASHINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/01/12 COMPLETION DATE PROJECT(S) : (NFO)0091-095-961,N501 FED # HRRR-095-1(316) CONTRACT DESCRIPTION: WIDEN/PAVE NBL SHOULDER AND INSTALL RUMBLE STRIPS 0.11 MI. S. RTE. 736 RTE. 736 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 140,917.98 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 186,617.35 132.4298% 3 E155 ELK KNOB, INC. $ 195,427.30 138.6816% ==================================================================================================================================== |( 1 ) D557 |( 2 ) W048 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 18500.00000 18500.00 MOBILIZATION | | | 0020 00110 1.000 LS | 9750.00000 9750.00| 2000.00000 2000.00| 3500.00000 3500.00 CLEARING AND GRUBBING | | | 0030 00125 LUMP| 10620.00000 10620.00| 18799.00000 18799.00| 12000.00000 12000.00 GRADING | | | 0040 00525 5.000 CY | 150.00000 750.00| 1000.00000 5000.00| 825.00000 4125.00 CONCRETE CLASS A3 MISC. | | | 0050 00700 80.000 LF | 5.00000 400.00| 4.00000 320.00| 20.63000 1650.40 POST INSTALLATION INSPECTION | | | 0060 01180 50.000 LF | 30.00000 1500.00| 85.32000 4266.00| 32.00000 1600.00 18" PIPE | | | 0070 01420 100.000 LF | 60.00000 6000.00| 131.31000 13131.00| 78.00000 7800.00 42" PIPE | | | 0080 06180 1.000 EA | 200.00000 200.00| 525.34000 525.34| 275.00000 275.00 18" END SECTION ES-1 OR 2 | | | 0090 06420 3.000 EA | 1100.00000 3300.00| 1701.89000 5105.67| 1600.00000 4800.00 42" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A79 -2 TABULATION OF BIDS CALL ORDER : A79 CONTRACT ID : C00098457N01 COUNTIES : WASHINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) W048 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 09150 48.000 TON | 24.00000 1152.00| 40.03000 1921.44| 30.00000 1440.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10065 1350.000 TON | 16.00000 21600.00| 23.22000 31347.00| 22.00000 29700.00 AGGR. MATL. NO. 1 | | | 0120 10128 468.000 TON | 18.00000 8424.00| 24.40000 11419.20| 20.00000 9360.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10607 40.000 TON | 225.00000 9000.00| 225.00000 9000.00| 247.50000 9900.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0140 10642 10.000 TON | 197.22000 1972.20| 175.00000 1750.00| 192.50000 1925.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0150 10700 500.000 LF | 11.60000 5800.00| 1.15000 575.00| 14.25000 7125.00 RUMBLE STRIP, ASPHALT | | | 0160 10701 93.000 SY | 5.00000 465.00| 5.00000 465.00| 5.50000 511.50 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0170 13320 450.000 LF | 24.00000 10800.00| 25.80000 11610.00| 22.00000 9900.00 GUARDRAIL GR-2 | | | 0180 13331 50.000 LF | 32.00000 1600.00| 34.40000 1720.00| 26.40000 1320.00 RAD. GUARDRAIL GR-2 | | | 0190 13345 2.000 EA | 3000.00000 6000.00| 3225.00000 6450.00| 3300.00000 6600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0200 16395 80.000 TON | 197.22000 15777.60| 175.00000 14000.00| 192.50000 15400.00 ASPH. CONC. TY. BM-25.0A (T) | | | 0210 22501 640.000 LF | 1.00000 640.00| 5.38000 3443.20| 7.50000 4800.00 FENCE FE-W1 | | | 0220 22541 2.000 EA | 25.00000 50.00| 322.50000 645.00| 330.00000 660.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0230 22581 5.000 EA | 25.00000 125.00| 322.50000 1612.50| 330.00000 1650.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0240 24160 204.000 SF | 0.01000 2.04| 16.13000 3290.52| 16.50000 3366.00 CONSTRUCTION SIGNS | | | 0250 24260 100.000 TON | 13.16000 1316.00| 19.64000 1964.00| 17.50000 1750.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0260 24272 240.000 HR | 5.00000 1200.00| 5.00000 1200.00| 1.00000 240.00 TRUCK MOUNTED ATTENUATOR | | | 0270 24278 2400.000 DAY | 0.01000 24.00| 0.38000 912.00| 1.00000 2400.00 GROUP 2 CHANNELIZING DEVICES | | | 0280 24282 720.000 HR | 0.01000 7.20| 1.00000 720.00| 18.00000 12960.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A79 -3 TABULATION OF BIDS CALL ORDER : A79 CONTRACT ID : C00098457N01 COUNTIES : WASHINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) W048 |( 3 ) E155 |C.L. DALE CONSTRUCTION SERV |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 26271 537.000 TON | 19.00000 10203.00| 33.11000 17780.07| 28.00000 15036.00 NS DRY RIPRAP DRY RIPRAP CLASS I (VAR. | | | DEPTH) | | | 0300 27415 1.000 EA | 1.00000 1.00| 307.47000 307.47| 500.00000 500.00 CHECK DAM(ROCK) TY. II | | | 0310 27430 94.000 CY | 0.01000 0.94| 0.01000 0.94| 0.10000 9.40 SILTATION CONTROL EXCAVATION | | | 0320 27505 550.000 LF | 0.01000 5.50| 3.25000 1787.50| 3.00000 1650.00 TEMP. SILT FENCE | | | 0330 50012 4.000 EA | 108.00000 432.00| 215.00000 860.00| 100.00000 400.00 ROAD EDGE DELINEATOR, ED-2 | | | 0340 54032 550.000 LF | 6.91000 3800.50| 4.89000 2689.50| 4.68000 2574.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | SECTION TOTALS | $ 140,917.98| $ 186,617.35| $ 195,427.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,917.98| $ 186,617.35| $ 195,427.30 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A82 -1 TABULATION OF BIDS CALL ORDER : A82 CONTRACT ID : C00018662N01 COUNTIES : TAZEWELL LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 07/01/13 COMPLETION DATE PROJECT(S) : 0643-092-P78, N501 FED # NONE CONTRACT DESCRIPTION: 1.50 MI. GR., DR., & ASP. PAVE AND 1.0 MI. PLANTMIX OVERLAY RTE. 651 RTE. 655 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 1,238,479.77 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,293,792.88 104.4662% 3 D549 DCI/SHIRES, INC. $ 1,799,220.90 145.2766% ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) D549 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 80000.00000 80000.00| 28959.19000 28959.19| 65000.00000 65000.00 MOBILIZATION | | | 0020 00125 LUMP| 240000.00000 240000.00| 328489.22000 328489.22| 607000.00000 607000.00 GRADING | | | 0030 00211 250.000 CY | 16.00000 4000.00| 23.94000 5985.00| 13.00000 3250.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0040 00525 13.000 CY | 950.00000 12350.00| 936.02000 12168.26| 850.00000 11050.00 CONCRETE CLASS A3 MISC. | | | 0050 00529 16.000 CY | 250.00000 4000.00| 235.13000 3762.08| 250.00000 4000.00 FLOWABLE BACKFILL | | | 0060 00700 275.000 LF | 12.00000 3300.00| 8.84000 2431.00| 6.00000 1650.00 POST INSTALLATION INSPECTION | | | 0070 01180 436.000 LF | 30.00000 13080.00| 71.32000 31095.52| 47.00000 20492.00 18" PIPE | | | 0080 01240 504.000 LF | 40.00000 20160.00| 80.44000 40541.76| 72.00000 36288.00 24" PIPE | | | 0090 01300 48.000 LF | 72.00000 3456.00| 99.11000 4757.28| 94.00000 4512.00 30" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A82 -2 TABULATION OF BIDS CALL ORDER : A82 CONTRACT ID : C00018662N01 COUNTIES : TAZEWELL LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) D549 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 01486 132.000 LF | 110.00000 14520.00| 137.47000 18146.04| 101.00000 13332.00 STORM SEWER PIPE 48" | | | 0110 02092 1.000 EA | 3750.00000 3750.00| 2254.74000 2254.74| 6000.00000 6000.00 NS SPEC. DES. SPEC. DES. CONC. SLAB END | | | TREAT. (SINGLE 48") | | | 0120 06180 6.000 EA | 225.00000 1350.00| 794.47000 4766.82| 825.00000 4950.00 18" END SECTION ES-1 OR 2 | | | 0130 06240 22.000 EA | 450.00000 9900.00| 944.05000 20769.10| 900.00000 19800.00 24" END SECTION ES-1 OR 2 | | | 0140 09056 8.000 LF | 575.00000 4600.00| 588.94000 4711.52| 550.00000 4400.00 MANHOLE MH-1 OR 2 | | | 0150 09057 1.000 EA | 550.00000 550.00| 340.24000 340.24| 400.00000 400.00 FRAME & COVER MH-1 | | | 0160 09148 4.000 TON | 40.00000 160.00| 40.81000 163.24| 120.00000 480.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0170 09150 580.000 TON | 35.00000 20300.00| 39.24000 22759.20| 35.00000 20300.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0180 09153 86.000 SY | 35.00000 3010.00| 41.87000 3600.82| 40.00000 3440.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0190 09250 1.000 EA | 500.00000 500.00| 1228.70000 1228.70| 1100.00000 1100.00 SLOPE DRAIN | | | 0200 10128 3461.000 TON | 26.00000 89986.00| 26.04000 90124.44| 25.40000 87909.40 AGGR. BASE MATL. TY. I NO. 21B | | | 0210 10598 3176.000 TON | 121.57000 386106.32| 110.51000 350979.76| 132.50000 420820.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-19.0A | | | 0220 11070 395.000 LF | 12.00000 4740.00| 3.91000 1544.45| 3.00000 1185.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 6" DEPTH | | | 0230 13215 12.000 EA | 50.00000 600.00| 140.51000 1686.12| 150.00000 1800.00 MAILBOX POST, SINGLE | | | 0240 13322 4505.000 LF | 21.45000 96632.25| 20.43000 92037.15| 26.30000 118481.50 GUARDRAIL GR-2 8' POST | | | 0250 13345 8.000 EA | 2530.00000 20240.00| 2633.75000 21070.00| 3000.00000 24000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0260 13400 100.000 LF | 32.18000 3218.00| 32.25000 3225.00| 36.00000 3600.00 NS GUARDRAIL GUARDRAIL GR-2A 8' POST | | | 0270 22501 4195.000 LF | 6.60000 27687.00| 6.45000 27057.75| 19.00000 79705.00 FENCE FE-W1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A82 -3 TABULATION OF BIDS CALL ORDER : A82 CONTRACT ID : C00018662N01 COUNTIES : TAZEWELL LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) D549 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 22541 6.000 EA | 330.00000 1980.00| 322.50000 1935.00| 180.00000 1080.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0290 22581 11.000 EA | 330.00000 3630.00| 322.50000 3547.50| 180.00000 1980.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0300 22908 1.000 EA | 330.00000 330.00| 322.50000 322.50| 1100.00000 1100.00 GATE FE-G L=12' | | | 0310 24150 10.000 EA | 350.00000 3500.00| 232.02000 2320.20| 260.00000 2600.00 TYPE III BARRICADE 4' | | | 0320 24160 623.000 SF | 20.00000 12460.00| 18.28000 11388.44| 24.00000 14952.00 CONSTRUCTION SIGNS | | | 0330 24282 2080.000 HR | 20.00000 41600.00| 23.68000 49254.40| 22.00000 45760.00 FLAGGER SERVICE | | | 0340 26224 200.000 SY | 40.00000 8000.00| 51.15000 10230.00| 37.00000 7400.00 DRY RIPRAP CL.II 24" | | | 0350 26418 5.000 SY | 375.00000 1875.00| 86.51000 432.55| 340.00000 1700.00 GROUTED RIPRAP 18" | | | 0360 27022 1.000 ACRE| 9500.00000 9500.00| 8075.07000 8075.07| 33000.00000 33000.00 TOPSOIL CLASS B 2" | | | 0370 27102 524.000 LB | 15.00000 7860.00| 9.68000 5072.32| 11.00000 5764.00 REGULAR SEED | | | 0380 27103 328.000 LB | 8.00000 2624.00| 7.53000 2469.84| 9.50000 3116.00 OVERSEEDING | | | 0390 27104 38.000 LB | 20.00000 760.00| 19.35000 735.30| 22.00000 836.00 LEGUME SEED | | | 0400 27105 24.000 LB | 12.00000 288.00| 17.20000 412.80| 20.00000 480.00 LEGUME OVERSEEDING | | | 0410 27215 1.000 TON | 990.00000 990.00| 1290.00000 1290.00| 1500.00000 1500.00 FERTILIZER(15-30-15) | | | 0420 27250 11.000 TON | 165.00000 1815.00| 108.58000 1194.38| 125.00000 1375.00 LIME | | | 0430 27325 2660.000 SY | 7.87000 20934.20| 5.64000 15002.40| 6.50000 17290.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0440 27415 71.000 EA | 275.00000 19525.00| 257.29000 18267.59| 275.00000 19525.00 CHECK DAM(ROCK) TY. II | | | 0450 27422 3.000 EA | 750.00000 2250.00| 587.77000 1763.31| 12500.00000 37500.00 DEWATERING BASIN | | | 0460 27430 1330.000 CY | 0.10000 133.00| 1.05000 1396.50| 6.00000 7980.00 SILTATION CONTROL EXCAVATION | | | 0470 27506 7660.000 LF | 3.50000 26810.00| 3.49000 26733.40| 2.50000 19150.00 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : A82 -4 TABULATION OF BIDS CALL ORDER : A82 CONTRACT ID : C00018662N01 COUNTIES : TAZEWELL LETTING DATE : 06/27/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) D549 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 50108 25.000 SF | 18.00000 450.00| 43.00000 1075.00| 72.00000 1800.00 SIGN PANEL | | | 0490 50430 58.000 LF | 15.00000 870.00| 21.50000 1247.00| 36.00000 2088.00 SIGN POST STP-1 2" | | | 0500 50490 6.000 EA | 350.00000 2100.00| 828.83000 4972.98| 1050.00000 6300.00 CONCRETE FOUNDATION STP-1 | | | SECTION TOTALS | $ 1,238,479.77| $ 1,293,792.88| $ 1,799,220.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,238,479.77| $ 1,293,792.88| $ 1,799,220.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -1 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : GR9Z-96A-741, N501 FED # N/A CONTRACT DESCRIPTION: 2012 MAINTENANCE GUARDRAIL REPAIR (RENEWABLE) VARIOUS FAIRFAX AND ARLINGTON LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P009 PENN LINE SERVICE, INC. $ 1,057,645.50 100.0000% 2 L022 LONG FENCE COMPANY, INC. $ 1,249,315.40 118.1223% 3 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 1,365,136.15 129.0731% 4 L159 LEE, INC., L.S. $ 1,395,634.00 131.9567% ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 13.000 EA | 750.00000 9750.00| 651.00000 8463.00| 1061.30000 13796.90 NS MOBILIZATION MOBILIZATION EMERGENCY | | | MOBILIZATION | | | 0020 00122 800.000 LF | 10.00000 8000.00| 3.20000 2560.00| 46.43000 37144.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0030 12025 50.000 LF | 75.00000 3750.00| 116.00000 5800.00| 53.07000 2653.50 NS CURB CURB TRANSITIONING EXISTING TO | | | PROPOSED | | | 0040 12030 725.000 LF | 70.00000 50750.00| 95.00000 68875.00| 19.90000 14427.50 STD. CURB CG-3 | | | 0050 12700 500.000 LF | 70.00000 35000.00| 95.00000 47500.00| 33.17000 16585.00 STD. COMB. CURB & GUTTER CG-7 | | | 0060 13310 50.000 LF | 31.50000 1575.00| 29.75000 1487.50| 1326.63000 66331.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0070 13312 13.000 EA | 2500.00000 32500.00| 1705.00000 22165.00| 2154.70000 28011.10 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0080 13315 10.000 EA | 675.00000 6750.00| 697.00000 6970.00| 652.92000 6529.20 GUARDRAIL TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -2 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13320 1900.000 LF | 23.50000 44650.00| 16.75000 31825.00| 21.48000 40812.00 GUARDRAIL GR-2 | | | 0100 13321 125.000 LF | 24.50000 3062.50| 18.50000 2312.50| 29.85000 3731.25 GUARDRAIL GR-2 7' POST | | | 0110 13322 125.000 LF | 25.50000 3187.50| 20.00000 2500.00| 35.16000 4395.00 GUARDRAIL GR-2 8' POST | | | 0120 13323 100.000 LF | 25.50000 2550.00| 26.00000 2600.00| 37.15000 3715.00 GUARDRAIL GR-2A | | | 0130 13345 35.000 EA | 3000.00000 105000.00| 2027.00000 70945.00| 2570.46000 89966.10 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0140 13346 25.000 EA | 350.00000 8750.00| 319.00000 7975.00| 464.32000 11608.00 REMOVE GR-7 TERMINAL | | | 0150 13349 6.000 EA | 250.00000 1500.00| 986.00000 5916.00| 397.99000 2387.94 GUARDRAIL TERMINAL SITE PREPARATION | | | 0160 13375 17.000 LF | 50.00000 850.00| 76.00000 1292.00| 66.33000 1127.61 RAILING, TEXAS T-6 | | | 0170 13383 2.000 EA | 1500.00000 3000.00| 1685.00000 3370.00| 1923.61000 3847.22 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0180 13384 1.000 EA | 150.00000 150.00| 275.00000 275.00| 596.98000 596.98 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0190 13385 1.000 EA | 1000.00000 1000.00| 1050.00000 1050.00| 2984.91000 2984.91 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0200 13392 2.000 EA | 1500.00000 3000.00| 1685.00000 3370.00| 530.65000 1061.30 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0210 13400 100.000 LF | 30.00000 3000.00| 40.80000 4080.00| 46.43000 4643.00 NS GUARDRAIL GUARDRAIL GR-2 (POWDER | | | COATED) | | | 0220 13400 100.000 LF | 35.00000 3500.00| 58.10000 5810.00| 61.02000 6102.00 NS GUARDRAIL GUARDRAIL GR-2A (POWDER | | | COATED) | | | 0230 13400 75.000 LF | 27.00000 2025.00| 24.50000 1837.50| 139.30000 10447.50 NS GUARDRAIL GUARDRAIL GUARDRAIL 10' | | | POST | | | 0240 13400 200.000 LF | 25.00000 5000.00| 15.70000 3140.00| 26.53000 5306.00 NS GUARDRAIL GUARDRAIL GUARDRAIL BEAM | | | (POWDER COATED) | | | 0250 13400 100.000 LF | 7.50000 750.00| 4.25000 425.00| 10.61000 1061.00 NS GUARDRAIL GUARDRAIL HANG EXISTING | | | GUARDRAIL BEAM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -3 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13400 100.000 LF | 26.00000 2600.00| 15.20000 1520.00| 63.68000 6368.00 NS GUARDRAIL GUARDRAIL RADIAL GUARDRAIL | | | BEAM (POWDER COATED) | | | 0270 13400 125.000 LF | 25.00000 3125.00| 11.00000 1375.00| 72.96000 9120.00 NS GUARDRAIL GUARDRAIL TERMINAL W BEAM | | | GR-11 | | | 0280 13400 650.000 LF | 50.00000 32500.00| 11.25000 7312.50| 28.28000 18382.00 NS GUARDRAIL GUARDRAIL TERMINAL W-BEAM | | | GR-7/GR9 | | | 0290 13401 7.000 EA | 50.00000 350.00| 111.00000 777.00| 464.32000 3250.24 NS GUARDRAIL GUARDRAIL 3/4" CABLE SPLIC | | | 0300 13401 16.000 EA | 200.00000 3200.00| 104.00000 1664.00| 280.47000 4487.52 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | (TOP) GR-9 | | | 0310 13401 62.000 EA | 125.00000 7750.00| 104.00000 6448.00| 132.66000 8224.92 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-11 | | | 0320 13401 17.000 EA | 75.00000 1275.00| 145.00000 2465.00| 132.66000 2255.22 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-9 | | | 0330 13401 5.000 EA | 1000.00000 5000.00| 106.00000 530.00| 1061.30000 5306.50 NS GUARDRAIL GUARDRAIL CAT 350 10 GAUGE | | | NOSE PLATE SECTION | | | 0340 13401 5.000 EA | 600.00000 3000.00| 120.00000 600.00| 397.99000 1989.95 NS GUARDRAIL GUARDRAIL CAT 350 10 GAUGE | | | SIDE PLATE PANEL | | | 0350 13401 5.000 EA | 100.00000 500.00| 347.00000 1735.00| 596.98000 2984.90 NS GUARDRAIL GUARDRAIL CAT 350 10 GAUGE | | | SLOTTED PANEL | | | 0360 13401 10.000 EA | 100.00000 1000.00| 235.00000 2350.00| 729.64000 7296.40 NS GUARDRAIL GUARDRAIL CAT 350 12 GAUGE | | | SLOTTED PANEL | | | 0370 13401 5.000 EA | 1.00000 5.00| 35.65000 178.25| 66.33000 331.65 NS GUARDRAIL GUARDRAIL CAT 350 14" | | | BLOCK #1 | | | 0380 13401 5.000 EA | 1.00000 5.00| 35.65000 178.25| 66.33000 331.65 NS GUARDRAIL GUARDRAIL CAT 350 14" | | | BLOCK #2, #3, #4, #5, #6 | | | 0390 13401 5.000 EA | 1.00000 5.00| 145.00000 725.00| 132.66000 663.30 NS GUARDRAIL GUARDRAIL CAT 350 3/4 X 8' | | | CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -4 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 13401 5.000 EA | 1.00000 5.00| 28.50000 142.50| 33.17000 165.85 NS GUARDRAIL GUARDRAIL CAT 350 3/8 24.5 | | | RESTRAINT ROD | | | 0410 13401 5.000 EA | 300.00000 1500.00| 84.00000 420.00| 165.83000 829.15 NS GUARDRAIL GUARDRAIL CAT 350 3'6" | | | POSTS #1 | | | 0420 13401 5.000 EA | 1.00000 5.00| 91.00000 455.00| 165.83000 829.15 NS GUARDRAIL GUARDRAIL CAT 350 3'6" | | | POSTS #2, #3, #4, #5, #6 | | | 0430 13401 5.000 EA | 1.00000 5.00| 295.00000 1475.00| 464.32000 2321.60 NS GUARDRAIL GUARDRAIL CAT 350 4'6" | | | TUBE SLEEVE | | | 0440 13401 5.000 EA | 1.00000 5.00| 152.00000 760.00| 530.65000 2653.25 NS GUARDRAIL GUARDRAIL CAT 350 CHANNEL | | | STRUT 6'6 | | | 0450 13401 5.000 EA | 1.00000 5.00| 307.00000 1535.00| 165.83000 829.15 NS GUARDRAIL GUARDRAIL CAT 350 SPACER | | | CHANNEL | | | 0460 13401 5.000 EA | 1.00000 5.00| 265.00000 1325.00| 132.66000 663.30 NS GUARDRAIL GUARDRAIL CAT | | | 350-1/4X18X24 SOIL PLATE | | | 0470 13401 2.000 EA | 1.00000 2.00| 78.00000 156.00| 132.66000 265.32 NS GUARDRAIL GUARDRAIL GR-11 CABLE | | | ASSEMBLY AND ANCHOR PLATE | | | 0480 13401 6.000 EA | 1.00000 6.00| 106.00000 636.00| 165.83000 994.98 NS GUARDRAIL GUARDRAIL GR-9 CABLE | | | ASSEMBLY AND ANCHOR PLATE | | | 0490 13401 3.000 EA | 300.00000 900.00| 94.00000 282.00| 198.99000 596.97 NS GUARDRAIL GUARDRAIL GUARDRAIL CAT | | | WOOD POST | | | 0500 13401 5.000 EA | 800.00000 4000.00| 922.00000 4610.00| 994.97000 4974.85 NS GUARDRAIL GUARDRAIL GUARDRAIL EXTR. | | | ASSEMBLY GR-7(NCHRP-350) | | | 0510 13401 5.000 EA | 1500.00000 7500.00| 1063.00000 5315.00| 1724.61000 8623.05 NS GUARDRAIL GUARDRAIL GUARDRAIL EXTR. | | | ASSEMBLY GR-9(NCHRP-350) | | | 0520 13401 5.000 EA | 1500.00000 7500.00| 1063.00000 5315.00| 1857.28000 9286.40 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | EXTRUDER HEAD GR-9 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -5 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 13401 2000.000 EA | 3.00000 6000.00| 21.30000 42600.00| 46.43000 92860.00 NS GUARDRAIL GUARDRAIL GUARDRAIL OFFSET | | | BLOCKS (WOOD OR COMPS.) | | | 0540 13401 4.000 EA | 3500.00000 14000.00| 4765.00000 19060.00| 5306.51000 21226.04 NS GUARDRAIL GUARDRAIL GUARDRAIL | | | TERMINAL CAT 350 | | | 0550 13421 50.000 LF | 25.00000 1250.00| 26.50000 1325.00| 34.49000 1724.50 MEDIAN BARRIER MB-3 | | | 0560 13607 3.000 EA | 7500.00000 22500.00| 24489.00000 73467.00| 13266.27000 39798.81 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | IMPACT ATTEN | | | 0570 13710 5.000 EA | 1500.00000 7500.00| 977.00000 4885.00| 1857.28000 9286.40 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN SIDE PANEL | | | 0580 13710 5.000 EA | 500.00000 2500.00| 825.00000 4125.00| 795.98000 3979.90 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. DIA. | | | 0590 13710 3.000 EA | 600.00000 1800.00| 989.00000 2967.00| 795.98000 2387.94 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. DIA. 36" (GREAT) | | | 0600 13710 3.000 EA | 500.00000 1500.00| 757.00000 2271.00| 795.98000 2387.94 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. DIA. ASSEM.(QUAD GUARD)24"| | | 0610 13710 5.000 EA | 200.00000 1000.00| 2326.00000 11630.00| 4510.53000 22552.65 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. FRAME | | | 0620 13710 17.000 EA | 500.00000 8500.00| 1347.50000 22907.50| 994.97000 16914.49 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. NOSE SECTION | | | 0630 13710 5.000 EA | 100.00000 500.00| 2125.00000 10625.00| 9949.70000 49748.50 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. RECONSTRUCT | | | 0640 13710 3.000 EA | 1000.00000 3000.00| 2619.00000 7857.00| 1193.96000 3581.88 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN. TRACC SLED WELDMENT | | | 0650 13710 34.000 EA | 1000.00000 34000.00| 959.00000 32606.00| 1857.28000 63147.52 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN.CARTRIDGE | | | 0660 13710 3.000 EA | 200.00000 600.00| 896.00000 2688.00| 1326.63000 3979.89 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN.TENSION STRUT, BACK-UP DIA.| | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -6 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 13710 5.000 EA | 5500.00000 27500.00| 22716.00000 113580.00| 13621.35000 68106.75 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN.TL-2(QUAD GRD)24" 4-BAY | | | 0680 13710 3.000 EA | 1000.00000 3000.00| 968.00000 2904.00| 1193.96000 3581.88 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTEN.TRACC STAGE 1,2,3 RIP PLATE| | | 0690 13710 3.000 EA | 100.00000 300.00| 291.00000 873.00| 331.66000 994.98 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | W-BEAM END SEC. (BUFFER-POWDER COATED) | | | 0700 13710 6.000 EA | 75.00000 450.00| 278.00000 1668.00| 331.66000 1989.96 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | W-BEAM END SEC. (FLARED-POWDER COATED) | | | 0710 16242 200.000 TON | 40.00000 8000.00| 33.50000 6700.00| 33.17000 6634.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0720 17311 5.000 EA | 60.00000 300.00| 71.00000 355.00| 79.60000 398.00 W BEAM TERM CONNECTOR | | | 0730 17313 6.000 EA | 50.00000 300.00| 46.00000 276.00| 79.60000 477.60 W BEAM END SECT(FLARED | | | 0740 17315 22.000 EA | 90.00000 1980.00| 53.00000 1166.00| 79.60000 1751.20 W BEAM END SECT(BUFFER | | | 0750 17321 5.000 EA | 6.00000 30.00| 14.00000 70.00| 1.33000 6.65 W BEAM BACKUP PLATE | | | 0760 17323 7125.000 LF | 20.00000 142500.00| 9.75000 69468.75| 18.67000 133023.75 GUARDRAIL BEAM | | | 0770 17325 825.000 LF | 22.00000 18150.00| 20.30000 16747.50| 31.84000 26268.00 RADIAL GUARDRAIL BEAM | | | 0780 17327 100.000 LF | 10.00000 1000.00| 12.10000 1210.00| 15.92000 1592.00 RUB RAIL | | | 0790 17329 170.000 EA | 100.00000 17000.00| 70.75000 12027.50| 88.20000 14994.00 POST (WOOD, CONC., OR STEEL) | | | 0800 17336 5.000 EA | 150.00000 750.00| 588.00000 2940.00| 99.50000 497.50 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0810 17338 9.000 EA | 10.00000 90.00| 19.50000 175.50| 165.83000 1492.47 DRILL HOLE | | | 0820 17341 680.000 EA | 10.00000 6800.00| 31.85000 21658.00| 25.75000 17510.00 REALIGN POST | | | 0830 17342 1.000 EA | 100.00000 100.00| 275.00000 275.00| 1.33000 1.33 STEEL TUBE GR-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -7 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 17344 1.000 EA | 1.00000 1.00| 286.00000 286.00| 1.33000 1.33 SOIL PLATE GR-7 | | | 0850 17348 26.000 EA | 200.00000 5200.00| 70.50000 1833.00| 245.43000 6381.18 BREAKAWAY POST GR-7 | | | 0860 17351 6.000 EA | 1.00000 6.00| 137.50000 825.00| 29.19000 175.14 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0870 17352 5.000 EA | 1.00000 5.00| 133.00000 665.00| 29.19000 145.95 STRUT AND YOKE ASSEMBLY GR-7 | | | 0880 17355 153.000 EA | 20.00000 3060.00| 84.30000 12897.90| 59.70000 9134.10 POST S3X5.7 GR-3 | | | 0890 17357 4.000 EA | 1.00000 4.00| 14.50000 58.00| 23.88000 95.52 END POST CAPS, GR-3 | | | 0900 17361 213.000 EA | 0.50000 106.50| 5.50000 1171.50| 1.99000 423.87 HOOK BOLTS, GR-3 | | | 0910 17371 17.000 EA | 50.00000 850.00| 109.00000 1853.00| 132.66000 2255.22 RE-TENSION EXIST. CABLE GUARDRAIL, GR-3 | | | 0920 17381 18.000 EA | 100.00000 1800.00| 85.00000 1530.00| 112.76000 2029.68 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0930 17451 500.000 EA | 2.00000 1000.00| 11.00000 5500.00| 10.61000 5305.00 GUARDRAIL DELINEATOR | | | 0940 24272 298.000 HR | 10.00000 2980.00| 17.50000 5215.00| 37.15000 11070.70 TRUCK MOUNTED ATTENUATOR | | | 0950 24278 3500.000 DAY | 1.00000 3500.00| 2.75000 9625.00| 1.33000 4655.00 GROUP 2 CHANNELIZING DEVICES | | | 0960 24279 170.000 HR | 5.00000 850.00| 59.20000 10064.00| 6.63000 1127.10 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0970 24281 250.000 HR | 5.00000 1250.00| 17.50000 4375.00| 6.63000 1657.50 ELECTRONIC ARROW | | | 0980 24282 550.000 HR | 10.00000 5500.00| 17.50000 9625.00| 18.00000 9900.00 FLAGGER SERVICE | | | 0990 24501 1250.000 LF | 20.00000 25000.00| 33.50000 41875.00| 4.68000 5850.00 NS REMOVE EXIST. REMOVE EXIST. CURB OR | | | CURB AND GUTTER | | | 1000 24504 5.000 EA | 1.00000 5.00| 160.00000 800.00| 132.66000 663.30 NS REMOVE EXISTING REMOVE EXISTING | | | REMOVE GR-5 TERMINAL | | | 1010 24601 15000.000 LF | 2.25000 33750.00| 3.20000 48000.00| 2.95000 44250.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE EXISTING GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R66 -8 TABULATION OF BIDS CALL ORDER : R66 CONTRACT ID : C00096011N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) G1006 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |GFS FENCE, GUARDRAIL & SIGNAGE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 24611 425.000 LF | 10.00000 4250.00| 8.90000 3782.50| 7.30000 3102.50 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET EXISTING GUARDRAIL | | | 1030 24617 8000.000 LF | 11.00000 88000.00| 5.10000 40800.00| 12.60000 100800.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 1040 24702 5.000 EA | 500.00000 2500.00| 239.00000 1195.00| 265.33000 1326.65 NS REMOVE EXIST. REMOVE EXIST REMOVE | | | EXISTING GR-9 | | | 1050 24740 260.000 CY | 425.00000 110500.00| 610.00000 158600.00| 165.83000 43115.80 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | RECON. EX., RESTORING ASPHALT PAVEMENT | | | 1060 49012 50.000 EA | 50.00000 2500.00| 29.00000 1450.00| 45.00000 2250.00 NS UTILITIES UTILITIES HAND DIG AND | | | INSTALL GUARDRAIL POST | | | 1070 49012 25.000 EA | 50.00000 1250.00| 29.00000 725.00| 33.17000 829.25 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION IN NON-PAVED AREA | | | 1080 49012 10.000 EA | 50.00000 500.00| 51.00000 510.00| 46.43000 464.30 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION IN PAVED AREA | | | 1090 50902 100.000 EA | 15.00000 1500.00| 83.00000 8300.00| 59.70000 5970.00 NS TRAFFIC SIGN TRAFFIC SIGN TRAFFIC | | | SIGN END SECTION REF. SHEETING | | | 1100 54032 1375.000 LF | 5.00000 6875.00| 9.25000 12718.75| 3.65000 5018.75 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1110 54042 150.000 LF | 8.00000 1200.00| 74.00000 11100.00| 6.30000 945.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 1,057,645.50| $ 1,249,315.40| $ 1,365,136.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,057,645.50| $ 1,249,315.40| $ 1,365,136.15 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R67 -1 TABULATION OF BIDS CALL ORDER : R67 CONTRACT ID : C00017951N01 COUNTIES : CULPEPER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 05/17/13 COMPLETION DATE PROJECT(S) : 0639-023-P27,N501 FED # N/A CONTRACT DESCRIPTION: WIDEN & SURFACE TREAT NON-HARDSURFACED ROADWAY ROUTE 1170 ROUTE 626 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 784,067.15 100.0000% 2 K003 KENT & SONS, INC., J. L. $ 800,191.90 102.0566% 3 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 806,481.76 102.8588% 4 C224 CHEMUNG CONTRACTING CORPORATION $ 894,859.30 114.1304% ==================================================================================================================================== |( 1 ) G181 |( 2 ) K003 |( 3 ) H004 |GENERAL EXCAVATION, INC. |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 35000.00000 35000.00| 75000.00000 75000.00| 139214.76000 139214.76 MOBILIZATION | | | 0020 00110 1.000 LS | 27000.00000 27000.00| 22000.00000 22000.00| 24143.12000 24143.12 CLEARING AND GRUBBING | | | 0030 00125 LUMP| 122600.00000 122600.00| 130650.00000 130650.00| 115232.44000 115232.44 GRADING | | | 0040 00212 249.000 CY | 19.50000 4855.50| 55.00000 13695.00| 21.09000 5251.41 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0050 00522 22.000 CY | 795.00000 17490.00| 1000.00000 22000.00| 382.06000 8405.32 CONCRETE CLASS A4 BOX CULVERT | | | 0060 00523 34.000 LF | 3250.00000 110500.00| 3550.00000 120700.00| 2932.97000 99720.98 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT NS PRECAST BOX CULVERT | | | 0070 00542 1640.000 LB | 1.50000 2460.00| 2.00000 3280.00| 0.15000 246.00 EPOXY COATED REINF. STEEL | | | 0080 00700 190.000 LF | 7.00000 1330.00| 12.00000 2280.00| 11.02000 2093.80 POST INSTALLATION INSPECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R67 -2 TABULATION OF BIDS CALL ORDER : R67 CONTRACT ID : C00017951N01 COUNTIES : CULPEPER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) K003 |( 3 ) H004 |GENERAL EXCAVATION, INC. |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01150 129.000 LF | 54.00000 6966.00| 37.00000 4773.00| 33.11000 4271.19 15" PIPE | | | 0100 01180 57.000 LF | 59.00000 3363.00| 41.00000 2337.00| 41.03000 2338.71 18" PIPE | | | 0110 04110 186.000 LF | 35.50000 6603.00| 40.00000 7440.00| 39.29000 7307.94 17" X 13" ARCH PIPE | | | 0120 04130 32.000 LF | 61.45000 1966.40| 42.00000 1344.00| 49.76000 1592.32 21" X 15" ARCH PIPE | | | 0130 04160 57.000 LF | 71.45000 4072.65| 50.00000 2850.00| 64.61000 3682.77 24" X 18" ARCH PIPE | | | 0140 04330 46.000 LF | 87.10000 4006.60| 95.00000 4370.00| 130.32000 5994.72 49" X 33" ARCH PIPE | | | 0150 06531 2.000 EA | 1345.00000 2690.00| 1200.00000 2400.00| 1157.84000 2315.68 49" X 33" END SECTION ES-3 | | | 0160 09150 75.000 TON | 72.50000 5437.50| 75.00000 5625.00| 68.23000 5117.25 EROSION CONTROL STONE CLASS I, EC-1 | | | 0170 10128 7815.000 TON | 20.20000 157863.00| 19.00000 148485.00| 19.78000 154580.70 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10424 13906.000 SY | 5.15000 71615.90| 5.65000 78568.90| 5.42000 75370.52 BLOTTED SEAL COAT TY. D | | | 0190 11070 78.000 LF | 4.80000 374.40| 8.00000 624.00| 9.33000 727.74 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | SAW CUT ASPHALT CONC. FULL DEPTH | | | 0200 13320 75.000 LF | 25.20000 1890.00| 81.00000 6075.00| 26.44000 1983.00 GUARDRAIL GR-2 | | | 0210 13345 2.000 EA | 2890.00000 5780.00| 3300.00000 6600.00| 3029.40000 6058.80 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0220 13375 50.000 LF | 123.00000 6150.00| 170.00000 8500.00| 66.10000 3305.00 RAILING, TEXAS T-6 | | | 0230 17315 2.000 EA | 52.50000 105.00| 110.00000 220.00| 55.08000 110.16 W BEAM END SECT(BUFFER | | | 0240 22501 1900.000 LF | 5.90000 11210.00| 6.10000 11590.00| 6.17000 11723.00 FENCE FE-W1 | | | 0250 22541 13.000 EA | 185.00000 2405.00| 190.00000 2470.00| 194.87000 2533.31 LINE BRACE UNIT FE-W1,FE-W2 | | | 0260 22581 4.000 EA | 240.00000 960.00| 240.00000 960.00| 252.27000 1009.08 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0270 23600 1060.000 LF | 1.65000 1749.00| 4.10000 4346.00| 1.73000 1833.80 NS FENCE FENCE 2"X4" WIRE FENCE 12.5 GA | | | 48" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R67 -3 TABULATION OF BIDS CALL ORDER : R67 CONTRACT ID : C00017951N01 COUNTIES : CULPEPER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) K003 |( 3 ) H004 |GENERAL EXCAVATION, INC. |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 23600 1060.000 LF | 8.55000 9063.00| 8.90000 9434.00| 8.94000 9476.40 NS FENCE FENCE 3-BOARD OAK FENCE W/ | | | FACE BOARD | | | 0290 23602 2.000 EA | 378.00000 756.00| 390.00000 780.00| 396.58000 793.16 NS GATE GATE TUBULAR 16 FOOT | | | 0300 24100 160.000 HR | 59.40000 9504.00| 25.00000 4000.00| 0.15000 24.00 ALLAYING DUST | | | 0310 24152 6.000 EA | 500.00000 3000.00| 400.00000 2400.00| 343.18000 2059.08 TYPE III BARRICADE 8' | | | 0320 24160 580.000 SF | 26.00000 15080.00| 18.00000 10440.00| 22.95000 13311.00 CONSTRUCTION SIGNS | | | 0330 24278 1520.000 DAY | 1.15000 1748.00| 1.50000 2280.00| 1.09000 1656.80 GROUP 2 CHANNELIZING DEVICES | | | 0340 24282 1200.000 HR | 19.30000 23160.00| 18.00000 21600.00| 18.73000 22476.00 FLAGGER SERVICE | | | 0350 24286 8.000 EA | 100.00000 800.00| 20.00000 160.00| 137.70000 1101.60 FLEXIBLE POST DELINEATOR | | | 0360 27102 680.000 LB | 15.00000 10200.00| 11.00000 7480.00| 14.53000 9880.40 REGULAR SEED | | | 0370 27103 425.000 LB | 3.00000 1275.00| 3.00000 1275.00| 11.24000 4777.00 OVERSEEDING | | | 0380 27221 1.000 TON | 705.00000 705.00| 1550.00000 1550.00| 1402.41000 1402.41 FERTILIZER(10-10-10) | | | 0390 27250 5.000 TON | 200.00000 1000.00| 225.00000 1125.00| 267.38000 1336.90 LIME | | | 0400 27321 2505.000 SY | 3.20000 8016.00| 3.00000 7515.00| 3.26000 8166.30 PROTECTIVE COVERING EC-2 | | | 0410 27336 112.000 SY | 2.00000 224.00| 5.00000 560.00| 5.34000 598.08 TEMP. DIVERSION CHANNEL LINING CL. A | | | 0420 27415 77.000 EA | 280.00000 21560.00| 75.00000 5775.00| 128.37000 9884.49 CHECK DAM(ROCK) TY. II | | | 0430 27422 2.000 EA | 2500.00000 5000.00| 250.00000 500.00| 482.12000 964.24 DEWATERING BASIN | | | 0440 27430 1458.000 CY | 15.80000 23036.40| 1.00000 1458.00| 0.15000 218.70 SILTATION CONTROL EXCAVATION | | | 0450 27506 8384.000 LF | 2.30000 19283.20| 2.50000 20960.00| 2.71000 22720.64 TEMP. FILTER BARRIER | | | 0460 27552 35.000 TON | 31.00000 1085.00| 25.00000 875.00| 41.32000 1446.20 NS NO. 57 STONE NO. 57 STONE BEDDING | | | MAT'L | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R67 -4 TABULATION OF BIDS CALL ORDER : R67 CONTRACT ID : C00017951N01 COUNTIES : CULPEPER LETTING DATE : 06/27/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) K003 |( 3 ) H004 |GENERAL EXCAVATION, INC. |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 50012 8.000 EA | 80.90000 647.20| 15.00000 120.00| 60.59000 484.72 ROAD EDGE DELINEATOR, ED-2 | | | 0480 50108 40.000 SF | 31.50000 1260.00| 35.00000 1400.00| 24.79000 991.60 SIGN PANEL | | | 0490 50204 168.000 LF | 16.80000 2822.40| 9.00000 1512.00| 8.26000 1387.68 SIGN POST WOOD 4" X 4" | | | 0500 50430 264.000 LF | 21.00000 5544.00| 15.00000 3960.00| 8.26000 2180.64 SIGN POST STP-1 2" | | | 0510 50490 8.000 EA | 265.00000 2120.00| 350.00000 2800.00| 263.15000 2105.20 CONCRETE FOUNDATION STP-1 | | | 0520 69627 7.000 TON | 105.00000 735.00| 150.00000 1050.00| 125.00000 875.00 DRY RIPRAP CL. I | | | SECTION TOTALS | $ 784,067.15| $ 800,191.90| $ 806,481.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 784,067.15| $ 800,191.90| $ 806,481.76 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R82 -1 TABULATION OF BIDS CALL ORDER : R82 CONTRACT ID : C00102661N01 COUNTIES : KING GEORGE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/02/12 COMPLETION DATE PROJECT(S) : 003-048-580, N501 FED # NONE CONTRACT DESCRIPTION: PIPE INSTALLATION 0.068 MI. WEST OF INT. OF ROUTE 3 & BURNLEY LANE 0.055 MI. WEST OF INT. OF ROUTE 3 AND BURNLEY LANE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 KENT & SONS, INC., J. L. $ 116,269.00 100.0000% 2 D172 DLB, INC. $ 117,093.00 100.7087% 3 J273 JIREH CONSTRUCTION COMPANY, INC. $ 157,015.00 135.0446% ==================================================================================================================================== |( 1 ) K003 |( 2 ) D172 |( 3 ) J273 |KENT & SONS, INC., J. L. |DLB, INC. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00525 2.800 CY | 1500.00000 4200.00| 1215.00000 3402.00| 600.00000 1680.00 CONCRETE CLASS A3 MISC. | | | 0030 00700 155.000 LF | 14.00000 2170.00| 2.00000 310.00| 15.00000 2325.00 POST INSTALLATION INSPECTION | | | 0040 01241 155.000 LF | 425.00000 65875.00| 433.00000 67115.00| 450.00000 69750.00 JACKED & BORED 24" PIPE | | | 0050 09148 4.000 TON | 200.00000 800.00| 85.00000 340.00| 80.00000 320.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0060 13604 1.000 EA | 22000.00000 22000.00| 16500.00000 16500.00| 10000.00000 10000.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0070 24160 256.000 SF | 14.00000 3584.00| 17.00000 4352.00| 85.00000 21760.00 CONSTRUCTION SIGNS | | | 0080 24272 24.000 HR | 30.00000 720.00| 60.00000 1440.00| 25.00000 600.00 TRUCK MOUNTED ATTENUATOR | | | 0090 24278 300.000 DAY | 2.00000 600.00| 3.00000 900.00| 8.00000 2400.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R82 -2 TABULATION OF BIDS CALL ORDER : R82 CONTRACT ID : C00102661N01 COUNTIES : KING GEORGE LETTING DATE : 06/27/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) D172 |( 3 ) J273 |KENT & SONS, INC., J. L. |DLB, INC. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24281 24.000 HR | 5.00000 120.00| 39.00000 936.00| 10.00000 240.00 ELECTRONIC ARROW | | | 0110 24297 100.000 LF | 42.00000 4200.00| 80.00000 8000.00| 50.00000 5000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0120 27102 5.000 LB | 100.00000 500.00| 65.00000 325.00| 20.00000 100.00 REGULAR SEED | | | 0130 27215 0.010 TON | 2000.00000 20.00| 2000.00000 20.00| 4000.00000 40.00 FERTILIZER(15-30-15) | | | 0140 27250 0.050 TON | 600.00000 30.00| 500.00000 25.00| 2000.00000 100.00 LIME | | | 0150 27422 1.000 EA | 450.00000 450.00| 1428.00000 1428.00| 1500.00000 1500.00 DEWATERING BASIN | | | 0160 27505 200.000 LF | 5.00000 1000.00| 2.50000 500.00| 6.00000 1200.00 TEMP. SILT FENCE | | | SECTION TOTALS | $ 116,269.00| $ 117,093.00| $ 157,015.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 116,269.00| $ 117,093.00| $ 157,015.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R86 -1 TABULATION OF BIDS CALL ORDER : R86 CONTRACT ID : C00094844N01 COUNTIES : ROCKINGHAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/30/12 COMPLETION DATE PROJECT(S) : 0033-082-R46, N501 FED # NONE CONTRACT DESCRIPTION: CONSTRUCT THIRD LANE AND IMPROVE DRAINAGE ROUTE 644 0.09 MILE EAST ROUTE 602 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P019 PLECKER CONSTRUCTION COMPANY $ 462,871.50 100.0000% 2 A671 A & J DEVELOPMENT & EXCAVATION, INC. $ 499,811.50 107.9806% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 552,127.90 119.2832% 4 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 563,918.57 121.8305% 5 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 592,088.82 127.9165% 6 G181 GENERAL EXCAVATION, INC. $ 599,477.90 129.5128% 7 P020 PLECKER & SONS, INC., F. CLAYTON $ 624,414.10 134.9001% ==================================================================================================================================== |( 1 ) P019 |( 2 ) A671 |( 3 ) A013 |PLECKER CONSTRUCTION COMPAN |A & J DEVELOPMENT & EXCAVAT |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STATE CONSTRUCTION FUNDS | | | 0010 00100 LUMP| 33000.00000 33000.00| 31000.00000 31000.00| 45000.00000 45000.00 MOBILIZATION | | | 0020 00110 1.000 LS | 37000.00000 37000.00| 12000.00000 12000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0030 00120 5642.000 CY | 11.00000 62062.00| 15.00000 84630.00| 17.00000 95914.00 REGULAR EXCAVATION | | | 0040 00140 2746.000 CY | 10.00000 27460.00| 16.00000 43936.00| 13.00000 35698.00 BORROW EXCAVATION | | | 0050 00306 1257.000 TON | 18.00000 22626.00| 24.00000 30168.00| 27.00000 33939.00 NS SELECT MATERIAL SELECT MATERIAL | | | SELECT MATERIAL | | | 0060 00588 1805.000 LF | 12.00000 21660.00| 10.00000 18050.00| 12.00000 21660.00 UNDERDRAIN UD-4 | | | 0070 00595 10.000 LF | 20.00000 200.00| 30.00000 300.00| 14.00000 140.00 OUTLET PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R86 -2 TABULATION OF BIDS CALL ORDER : R86 CONTRACT ID : C00094844N01 COUNTIES : ROCKINGHAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) A671 |( 3 ) A013 |PLECKER CONSTRUCTION COMPAN |A & J DEVELOPMENT & EXCAVAT |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00596 1.000 EA | 600.00000 600.00| 600.00000 600.00| 725.00000 725.00 ENDWALL EW-12 | | | 0090 00700 110.000 LF | 15.00000 1650.00| 10.00000 1100.00| 6.00000 660.00 POST INSTALLATION INSPECTION | | | 0100 01152 165.000 LF | 60.00000 9900.00| 60.00000 9900.00| 75.00000 12375.00 15" CONC. PIPE | | | 0110 01362 16.000 LF | 100.00000 1600.00| 95.00000 1520.00| 450.00000 7200.00 36" CONC. PIPE | | | 0120 02092 80.000 EA | 10.00000 800.00| 8.00000 640.00| 10.00000 800.00 NS SPEC. DES. SPEC. DES. GRAVEL BAG | | | 0130 06360 1.000 EA | 2400.00000 2400.00| 600.00000 600.00| 2500.00000 2500.00 36" END SECTION ES-1 OR 2 | | | 0140 09150 12.000 TON | 75.00000 900.00| 85.00000 1020.00| 85.00000 1020.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09185 625.000 SY | 57.00000 35625.00| 65.00000 40625.00| 80.00000 50000.00 PAVED DITCH PG-2A | | | 0160 10128 1294.000 TON | 19.00000 24586.00| 19.00000 24586.00| 23.50000 30409.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10607 376.000 TON | 101.20000 38051.20| 107.50000 40420.00| 100.00000 37600.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0180 10628 1392.000 SY | 9.00000 12528.00| 4.00000 5568.00| 8.50000 11832.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0190 10642 946.000 TON | 77.00000 72842.00| 81.50000 77099.00| 77.00000 72842.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0200 11070 2667.000 LF | 2.00000 5334.00| 3.75000 10001.25| 2.40000 6400.80 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 8.1" | | | 0210 13315 1.000 EA | 700.00000 700.00| 715.00000 715.00| 900.00000 900.00 GUARDRAIL TERMINAL GR-11 | | | 0220 13320 400.000 LF | 20.00000 8000.00| 20.00000 8000.00| 17.00000 6800.00 GUARDRAIL GR-2 | | | 0230 13345 1.000 EA | 2600.00000 2600.00| 2640.00000 2640.00| 3300.00000 3300.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0240 24160 256.000 SF | 19.00000 4864.00| 11.00000 2816.00| 18.00000 4608.00 CONSTRUCTION SIGNS | | | 0250 24278 4800.000 DAY | 1.00000 4800.00| 3.50000 16800.00| 0.75000 3600.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24282 880.000 HR | 10.00000 8800.00| 18.00000 15840.00| 17.00000 14960.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R86 -3 TABULATION OF BIDS CALL ORDER : R86 CONTRACT ID : C00094844N01 COUNTIES : ROCKINGHAM LETTING DATE : 06/27/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) A671 |( 3 ) A013 |PLECKER CONSTRUCTION COMPAN |A & J DEVELOPMENT & EXCAVAT |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24430 391.000 SY | 3.00000 1173.00| 10.00000 3910.00| 8.00000 3128.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0280 24502 1.000 EA | 300.00000 300.00| 220.00000 220.00| 600.00000 600.00 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL GR-8 TYPE 1 | | | 0290 24601 750.000 LF | 2.00000 1500.00| 2.20000 1650.00| 2.25000 1687.50 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL VARIOUS | | | 0300 27030 106.000 CY | 25.00000 2650.00| 10.00000 1060.00| 60.00000 6360.00 NS TOPSOIL TOPSOIL CLASS B 2" | | | 0310 27102 220.000 LB | 13.00000 2860.00| 12.00000 2640.00| 24.00000 5280.00 REGULAR SEED | | | 0320 27103 110.000 LB | 5.00000 550.00| 12.00000 1320.00| 4.00000 440.00 OVERSEEDING | | | 0330 27215 0.600 TON | 1750.00000 1050.00| 1100.00000 660.00| 2000.00000 1200.00 FERTILIZER(15-30-15) | | | 0340 27250 4.000 TON | 200.00000 800.00| 300.00000 1200.00| 250.00000 1000.00 LIME | | | 0350 27430 210.000 CY | 0.01000 2.10| 0.01000 2.10| 5.00000 1050.00 SILTATION CONTROL EXCAVATION | | | 0360 27505 550.000 LF | 3.00000 1650.00| 2.00000 1100.00| 2.75000 1512.50 TEMP. SILT FENCE | | | 0370 27506 150.000 LF | 3.00000 450.00| 2.50000 375.00| 2.25000 337.50 TEMP. FILTER BARRIER | | | 0380 54020 3201.000 LF | 2.20000 7042.20| 0.55000 1760.55| 1.60000 5121.60 TYPE A PAVEMENT LINE MARKING 4" | | | 0390 54042 96.000 LF | 11.00000 1056.00| 17.60000 1689.60| 18.00000 1728.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0400 54300 6.000 EA | 200.00000 1200.00| 275.00000 1650.00| 300.00000 1800.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 462,871.50| $ 499,811.50| $ 552,127.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,871.50| $ 499,811.50| $ 552,127.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R96 -1 TABULATION OF BIDS CALL ORDER : R96 CONTRACT ID : 00102799N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/15/13 COMPLETION DATE PROJECT(S) : DI9B-96A-135, N501 FED # N/A CONTRACT DESCRIPTION: LOUDOUN AND PW COUNTY, DI / SCG REPAIR VARIOUS LOCATIONS IN LOUDOUN & PW COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F034 FORT MYER CONSTRUCTION CORPORATION $ 589,560.50 100.0000% 2 A648 A & M CONCRETE CORP. $ 589,973.00 100.0700% 3 A477 ARTHUR CONSTRUCTION CO., INC. $ 998,595.75 169.3797% ==================================================================================================================================== |( 1 ) F034 |( 2 ) A648 |( 3 ) A477 |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. |ARTHUR 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 08990 117.000 EA | 350.00000 40950.00| 105.00000 12285.00| 1000.00000 117000.00 NS DROP INLET DROP INLET DROP INLET | | | COVER | | | 0020 10128 5.000 TON | 75.00000 375.00| 80.00000 400.00| 50.00000 250.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0030 12600 101.000 LF | 38.00000 3838.00| 65.00000 6565.00| 40.00000 4040.00 STD. COMB. CURB & GUTTER CG-6 | | | 0040 12610 12.000 LF | 36.00000 432.00| 100.00000 1200.00| 40.00000 480.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0050 13244 350.000 LF | 2.70000 945.00| 4.00000 1400.00| 10.00000 3500.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS SAW CUT HYDRAULIC CEMENT CONCRETE | | | 0060 14100 20.000 SY | 15.00000 300.00| 60.00000 1200.00| 27.00000 540.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0070 14120 173.000 LF | 12.00000 2076.00| 20.00000 3460.00| 20.00000 3460.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0080 14162 350.000 SY | 4.60000 1610.00| 3.00000 1050.00| 9.00000 3150.00 GEOTEXTILE DRAINAGE FABRIC | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R96 -2 TABULATION OF BIDS CALL ORDER : R96 CONTRACT ID : 00102799N01 COUNTIES : NORTHERN VA LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A648 |( 3 ) A477 |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 14300 20.000 SY | 80.00000 1600.00| 100.00000 2000.00| 100.00000 2000.00 CEMENT CONCRETE SIDEWALK 4" | | | 0100 14406 100.000 LF | 25.00000 2500.00| 30.00000 3000.00| 50.00000 5000.00 6" PIPE UNDERDRAIN | | | 0110 14410 3.000 EA | 500.00000 1500.00| 950.00000 2850.00| 1000.00000 3000.00 CATCH BASIN TIE-IN | | | 0120 14411 3.000 EA | 360.00000 1080.00| 500.00000 1500.00| 1000.00000 3000.00 PIPE TIE IN | | | 0130 14500 198.000 CY | 1568.00000 310464.00| 1800.00000 356400.00| 1500.00000 297000.00 CLASS A-3 CONCRETE | | | 0140 14502 18855.000 LB | 3.00000 56565.00| 2.00000 37710.00| 3.85000 72591.75 REINFORCING STEEL | | | 0150 14504 117.000 EA | 300.00000 35100.00| 125.00000 14625.00| 1000.00000 117000.00 STEEL DROP INLET FRAME | | | 0160 24272 625.000 HR | 50.00000 31250.00| 23.00000 14375.00| 40.00000 25000.00 TRUCK MOUNTED ATTENUATOR | | | 0170 24278 1250.000 DAY | 1.00000 1250.00| 2.00000 2500.00| 2.00000 2500.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24279 1250.000 HR | 6.00000 7500.00| 5.00000 6250.00| 20.00000 25000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0190 24281 625.000 HR | 4.50000 2812.50| 5.00000 3125.00| 15.00000 9375.00 ELECTRONIC ARROW | | | 0200 24282 483.000 HR | 30.00000 14490.00| 23.00000 11109.00| 25.00000 12075.00 FLAGGER SERVICE | | | 0210 24600 25.000 LF | 57.50000 1437.50| 30.00000 750.00| 50.00000 1250.00 REMOVE EXISTING GUARDRAIL | | | 0220 24617 25.000 LF | 57.50000 1437.50| 60.00000 1500.00| 150.00000 3750.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 0230 24640 1374.000 LF | 35.00000 48090.00| 45.00000 61830.00| 150.00000 206100.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | DI ANGLE IRON | | | 0240 27300 1044.000 SY | 7.00000 7308.00| 6.00000 6264.00| 36.00000 37584.00 SOD | | | 0250 27461 293.000 EA | 50.00000 14650.00| 125.00000 36625.00| 150.00000 43950.00 INLET PROTECTION TYPE B | | | SECTION TOTALS | $ 589,560.50| $ 589,973.00| $ 998,595.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,560.50| $ 589,973.00| $ 998,595.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R97 -1 TABULATION OF BIDS CALL ORDER : R97 CONTRACT ID : 00102798N01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/15/13 COMPLETION DATE PROJECT(S) : DI9A-029-992, N501 FED # N/A CONTRACT DESCRIPTION: EASTERN FAIRFAX COUNTY, DROP INLET REPAIR VARIOUS LOCATIONS IN EASTERN FAIRFAX COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C400 ANCHOR CONSTR CORP OF DC(USED IN VA BY: ANCHOR CONSTR. CORP) $ 869,302.90 100.0000% 2 A648 A & M CONCRETE CORP. $ 897,131.00 103.2012% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 935,088.50 107.5676% 4 R504 RUSTLER CONSTRUCTION, INC. $ 999,892.00 115.0223% 5 A477 ARTHUR CONSTRUCTION CO., INC. $ 1,422,242.00 163.6072% ==================================================================================================================================== |( 1 ) C400 |( 2 ) A648 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |A & M CONCRETE CORP. |FORT MYER 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 00122 50.000 LF | 12.50000 625.00| 78.00000 3900.00| 37.00000 1850.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 08990 48.000 EA | 670.00000 32160.00| 120.00000 5760.00| 345.00000 16560.00 NS DROP INLET DROP INLET DROP INLET | | | COVER | | | 0030 10128 83.000 TON | 35.00000 2905.00| 50.00000 4150.00| 34.00000 2822.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 12020 70.000 LF | 30.00000 2100.00| 45.00000 3150.00| 34.00000 2380.00 STD. CURB CG-2 | | | 0050 12022 20.000 LF | 45.00000 900.00| 60.00000 1200.00| 37.00000 740.00 RADIAL CURB CG-2 | | | 0060 12025 406.000 LF | 30.00000 12180.00| 30.00000 12180.00| 36.00000 14616.00 NS CURB CURB 6" CURB W/ 16" GUTTER PAN | | | 0070 12600 97.000 LF | 48.00000 4656.00| 50.00000 4850.00| 33.50000 3249.50 STD. COMB. CURB & GUTTER CG-6 | | | 0080 12610 50.000 LF | 37.00000 1850.00| 60.00000 3000.00| 34.00000 1700.00 RADIAL COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R97 -2 TABULATION OF BIDS CALL ORDER : R97 CONTRACT ID : 00102798N01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C400 |( 2 ) A648 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13108 10.000 SY | 100.00000 1000.00| 230.00000 2300.00| 260.00000 2600.00 CG-12 DETECTABLE WARNING SURFACE | | | 0100 13222 10.000 SY | 86.00000 860.00| 140.00000 1400.00| 100.00000 1000.00 HYDRAULIC CEMENT CONC. SIDEWALK 7" | | | 0110 13244 2300.000 LF | 2.00000 4600.00| 3.00000 6900.00| 2.40000 5520.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS SAW CUT HYDRAULIC CEMENT CONCRETE | | | 0120 13345 1.000 EA | 3470.00000 3470.00| 4800.00000 4800.00| 2875.00000 2875.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0130 13346 1.000 EA | 578.00000 578.00| 1200.00000 1200.00| 1035.00000 1035.00 REMOVE GR-7 TERMINAL | | | 0140 14100 386.000 SY | 15.00000 5790.00| 15.00000 5790.00| 10.00000 3860.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0150 14120 628.000 LF | 15.00000 9420.00| 12.00000 7536.00| 6.50000 4082.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0160 14162 250.000 SY | 5.00000 1250.00| 3.00000 750.00| 4.60000 1150.00 GEOTEXTILE DRAINAGE FABRIC | | | 0170 14300 266.000 SY | 100.00000 26600.00| 54.00000 14364.00| 70.00000 18620.00 CEMENT CONCRETE SIDEWALK 4" | | | 0180 14310 123.000 SY | 30.00000 3690.00| 90.00000 11070.00| 90.00000 11070.00 ENTRANCE GUTTER, 7"HES | | | 0190 14406 250.000 LF | 10.00000 2500.00| 18.00000 4500.00| 25.00000 6250.00 6" PIPE UNDERDRAIN | | | 0200 14410 8.000 EA | 400.00000 3200.00| 950.00000 7600.00| 500.00000 4000.00 CATCH BASIN TIE-IN | | | 0210 14411 8.000 EA | 400.00000 3200.00| 450.00000 3600.00| 360.00000 2880.00 PIPE TIE IN | | | 0220 14500 423.000 CY | 900.00000 380700.00| 1350.00000 571050.00| 1495.00000 632385.00 CLASS A-3 CONCRETE | | | 0230 14502 30060.000 LB | 4.00000 120240.00| 2.00000 60120.00| 2.10000 63126.00 REINFORCING STEEL | | | 0240 14504 103.000 EA | 800.00000 82400.00| 125.00000 12875.00| 278.00000 28634.00 STEEL DROP INLET FRAME | | | 0250 21020 7.000 SY | 90.00000 630.00| 200.00000 1400.00| 299.00000 2093.00 MEDIAN STRIP MS-1 | | | 0260 24272 282.000 HR | 80.00000 22560.00| 23.00000 6486.00| 50.00000 14100.00 TRUCK MOUNTED ATTENUATOR | | | 0270 24278 1500.000 DAY | 20.00000 30000.00| 2.00000 3000.00| 1.00000 1500.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R97 -3 TABULATION OF BIDS CALL ORDER : R97 CONTRACT ID : 00102798N01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C400 |( 2 ) A648 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24279 1687.000 HR | 1.00000 1687.00| 4.00000 6748.00| 4.50000 7591.50 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0290 24281 845.000 HR | 10.00000 8450.00| 3.00000 2535.00| 4.50000 3802.50 ELECTRONIC ARROW | | | 0300 24282 386.000 HR | 40.00000 15440.00| 23.00000 8878.00| 30.00000 11580.00 FLAGGER SERVICE | | | 0310 24600 25.000 LF | 20.00000 500.00| 35.00000 875.00| 57.50000 1437.50 REMOVE EXISTING GUARDRAIL | | | 0320 24617 25.000 LF | 20.00000 500.00| 65.00000 1625.00| 57.50000 1437.50 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 0330 24640 973.000 LF | 80.00000 77840.00| 50.00000 48650.00| 36.00000 35028.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | DI ANGLE IRON | | | 0340 27300 794.000 SY | 1.35000 1071.90| 6.00000 4764.00| 6.00000 4764.00 SOD | | | 0350 27461 375.000 EA | 10.00000 3750.00| 155.00000 58125.00| 50.00000 18750.00 INLET PROTECTION TYPE B | | | SECTION TOTALS | $ 869,302.90| $ 897,131.00| $ 935,088.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 869,302.90| $ 897,131.00| $ 935,088.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R98 -1 TABULATION OF BIDS CALL ORDER : R98 CONTRACT ID : M00103074N01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 700 CALENDAR DAYS PROJECT(S) : DI9D-029-002,N501 FED # N/A CONTRACT DESCRIPTION: WESTERN FAIRFAX DROP INLET REPAIR VARIOUS LOCATIONS IN WESTERN FAIRFAX COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C400 ANCHOR CONSTR CORP OF DC(USED IN VA BY: ANCHOR CONSTR. CORP) $ 514,723.00 100.0000% 2 A648 A & M CONCRETE CORP. $ 525,114.75 102.0189% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 525,530.50 102.0997% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 813,920.75 158.1279% ==================================================================================================================================== |( 1 ) C400 |( 2 ) A648 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |A & M CONCRETE CORP. |FORT MYER 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 08990 14.000 EA | 670.00000 9380.00| 125.00000 1750.00| 335.00000 4690.00 NS DROP INLET DROP INLET DROP INLET | | | COVER | | | 0020 10128 36.000 TON | 35.00000 1260.00| 60.00000 2160.00| 40.00000 1440.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0030 12020 20.000 LF | 30.00000 600.00| 60.00000 1200.00| 33.00000 660.00 STD. CURB CG-2 | | | 0040 12025 80.000 LF | 30.00000 2400.00| 60.00000 4800.00| 35.00000 2800.00 NS CURB CURB 6" CURB W/ 16" GUTTER PAN | | | 0050 12600 266.000 LF | 48.00000 12768.00| 45.00000 11970.00| 35.00000 9310.00 STD. COMB. CURB & GUTTER CG-6 | | | 0060 12610 93.000 LF | 37.00000 3441.00| 50.00000 4650.00| 35.00000 3255.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0070 12700 17.000 LF | 60.00000 1020.00| 70.00000 1190.00| 35.00000 595.00 STD. COMB. CURB & GUTTER CG-7 | | | 0080 13108 2.000 SY | 100.00000 200.00| 400.00000 800.00| 270.00000 540.00 CG-12 DETECTABLE WARNING SURFACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R98 -2 TABULATION OF BIDS CALL ORDER : R98 CONTRACT ID : M00103074N01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C400 |( 2 ) A648 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13240 3.000 TON | 220.00000 660.00| 230.00000 690.00| 550.00000 1650.00 ASPHALT CONCRETE SIDEWALK | | | 0100 13244 2500.000 LF | 2.00000 5000.00| 3.00000 7500.00| 3.00000 7500.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS SAW CUT HYDRAULIC CEMENT CONCRETE | | | 0110 14100 141.000 SY | 15.00000 2115.00| 30.00000 4230.00| 10.00000 1410.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0120 14120 474.000 LF | 15.00000 7110.00| 15.00000 7110.00| 7.00000 3318.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0130 14162 175.000 SY | 5.00000 875.00| 4.00000 700.00| 4.50000 787.50 GEOTEXTILE DRAINAGE FABRIC | | | 0140 14300 114.000 SY | 100.00000 11400.00| 60.00000 6840.00| 65.00000 7410.00 CEMENT CONCRETE SIDEWALK 4" | | | 0150 14310 34.000 SY | 30.00000 1020.00| 100.00000 3400.00| 88.00000 2992.00 ENTRANCE GUTTER, 7"HES | | | 0160 14406 250.000 LF | 10.00000 2500.00| 20.00000 5000.00| 25.00000 6250.00 6" PIPE UNDERDRAIN | | | 0170 14410 7.000 EA | 400.00000 2800.00| 950.00000 6650.00| 500.00000 3500.00 CATCH BASIN TIE-IN | | | 0180 14411 7.000 EA | 400.00000 2800.00| 450.00000 3150.00| 345.00000 2415.00 PIPE TIE IN | | | 0190 14500 214.000 CY | 900.00000 192600.00| 1450.00000 310300.00| 1532.00000 327848.00 CLASS A-3 CONCRETE | | | 0200 14502 15861.000 LB | 4.00000 63444.00| 1.75000 27756.75| 2.00000 31722.00 REINFORCING STEEL | | | 0210 14504 76.000 EA | 800.00000 60800.00| 195.00000 14820.00| 266.00000 20216.00 STEEL DROP INLET FRAME | | | 0220 24272 282.000 HR | 80.00000 22560.00| 7.00000 1974.00| 50.00000 14100.00 TRUCK MOUNTED ATTENUATOR | | | 0230 24278 1000.000 DAY | 20.00000 20000.00| 2.00000 2000.00| 1.00000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24279 1200.000 HR | 1.00000 1200.00| 5.00000 6000.00| 5.50000 6600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0250 24281 282.000 HR | 10.00000 2820.00| 3.00000 846.00| 4.50000 1269.00 ELECTRONIC ARROW | | | 0260 24282 386.000 HR | 40.00000 15440.00| 23.00000 8878.00| 30.00000 11580.00 FLAGGER SERVICE | | | 0270 24600 50.000 LF | 20.00000 1000.00| 24.00000 1200.00| 57.50000 2875.00 REMOVE EXISTING GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/03/12 PAGE : R98 -3 TABULATION OF BIDS CALL ORDER : R98 CONTRACT ID : M00103074N01 COUNTIES : FAIRFAX LETTING DATE : 06/27/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C400 |( 2 ) A648 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24617 50.000 LF | 20.00000 1000.00| 34.00000 1700.00| 57.50000 2875.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 0290 27300 600.000 SY | 1.35000 810.00| 7.00000 4200.00| 7.00000 4200.00 SOD | | | 0300 27461 250.000 EA | 10.00000 2500.00| 125.00000 31250.00| 50.00000 12500.00 INLET PROTECTION TYPE B | | | 0310 85004 760.000 LF | 80.00000 60800.00| 50.00000 38000.00| 35.00000 26600.00 NS DROP INLET ANGLE IRON | | | 0320 85012 1.000 EA | 1200.00000 1200.00| 1200.00000 1200.00| 423.00000 423.00 NS INLET COLLAR | | | 0330 85012 1.000 EA | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 NS INLET GRATE | | | SECTION TOTALS | $ 514,723.00| $ 525,114.75| $ 525,530.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 514,723.00| $ 525,114.75| $ 525,530.50 ====================================================================================================================================