BID TABULATIONS November 26, 2008 BID LETTINGS Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B23 -1 TABULATION OF BIDS CALL ORDER : B23 CONTRACT ID : C00050028M01 COUNTIES : POWHATAN LETTING DATE : 11/26/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 05/15/09 COMPLETION DATE PROJECT(S) : 0013-072-103, M501 FED # STP-5127(797) CONTRACT DESCRIPTION: 1.104 MI. SIDEWALK AND DRAINAGE FROM: 0.229 MI. W. OF RTE. 13 TO: 0875 MI. S. OF RTE. 687 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 J. L. KENT & SONS, INC. $ 264,573.80 100.0000% 2 A477 ARTHUR CONSTRUCTION CO., INC. $ 274,953.00 103.9230% 3 C750 COLONY CONSTRUCTION, INC. $ 277,783.35 104.9928% 4 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 279,811.66 105.7594% 5 P203 PEARSON CONSTRUCTION, INC. $ 320,225.02 121.0343% 6 S023 SIMONS HAULING CO., INC. $ 327,471.50 123.7732% 7 B850 BRANSCOME, INC. $ 368,767.60 139.3818% ==================================================================================================================================== |( 1 ) K003 |( 2 ) A477 |( 3 ) C750 |J. L. KENT & SONS, INC. |ARTHUR CONSTRUCTION CO., IN |COLONY CONSTRUCTION, 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| 25000.00000 25000.00| 9351.00000 9351.00| 32000.00000 32000.00 MOBILIZATION | | | 0020 00102 LUMP| 3500.00000 3500.00| 5500.00000 5500.00| 10000.00000 10000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 37000.00000 37000.00| 26151.00000 26151.00| 53777.00000 53777.00 GRADING | | | 0040 00140 75.000 CY | 25.00000 1875.00| 35.00000 2625.00| 28.00000 2100.00 BORROW EXCAVATION | | | 0050 01060 18.000 LF | 30.00000 540.00| 40.00000 720.00| 20.00000 360.00 6" PIPE | | | 0060 01120 36.000 LF | 35.00000 1260.00| 85.00000 3060.00| 20.00000 720.00 12" PIPE | | | 0070 01150 274.000 LF | 40.00000 10960.00| 70.00000 19180.00| 28.00000 7672.00 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B23 -2 TABULATION OF BIDS CALL ORDER : B23 CONTRACT ID : C00050028M01 COUNTIES : POWHATAN LETTING DATE : 11/26/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) A477 |( 3 ) C750 |J. L. KENT & SONS, INC. |ARTHUR CONSTRUCTION CO., IN |COLONY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 06150 1.000 EA | 600.00000 600.00| 975.00000 975.00| 400.00000 400.00 15" END SECTION ES-1 OR 2 | | | 0090 06740 1.000 EA | 1750.00000 1750.00| 2550.00000 2550.00| 2500.00000 2500.00 DROP INLET DI-1 | | | 0100 09150 3.000 TON | 90.00000 270.00| 350.00000 1050.00| 150.00000 450.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 09185 60.000 SY | 78.75000 4725.00| 54.00000 3240.00| 80.00000 4800.00 PAVED DITCH PG-2A | | | 0120 10128 209.000 TON | 27.00000 5643.00| 18.00000 3762.00| 18.00000 3762.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10250 20.000 TON | 27.00000 540.00| 20.00000 400.00| 25.00000 500.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0140 10636 78.000 TON | 150.50000 11739.00| 99.00000 7722.00| 125.00000 9750.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0150 10643 52.000 TON | 180.70000 9396.40| 90.50000 4706.00| 125.00000 6500.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0160 12600 8.000 LF | 26.75000 214.00| 30.00000 240.00| 32.10000 256.80 STD. COMB. CURB & GUTTER CG-6 | | | 0170 12610 16.000 LF | 26.75000 428.00| 30.00000 480.00| 32.10000 513.60 RADIAL COMB. CURB & GUTTER CG-6 | | | 0180 13108 26.000 SY | 374.50000 9737.00| 135.00000 3510.00| 428.00000 11128.00 CG-12 DETECTABLE WARNING SURFACE | | | 0190 13220 2740.000 SY | 34.24000 93817.60| 45.00000 123300.00| 27.00000 73980.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0200 14224 53.000 SY | 60.00000 3180.00| 54.00000 2862.00| 48.15000 2551.95 EXPOSED AGGR. SIDEWALK | | | 0210 23560 2000.000 LF | 3.00000 6000.00| 2.25000 4500.00| 3.00000 6000.00 TEMP. SAFETY FENCE 4' | | | 0220 24150 4.000 EA | 600.00000 2400.00| 250.00000 1000.00| 400.00000 1600.00 TYPE III BARRICADE 4' | | | 0230 24160 568.000 SF | 10.00000 5680.00| 15.00000 8520.00| 2.00000 1136.00 CONSTRUCTION SIGNS | | | 0240 24278 1000.000 DAY | 0.60000 600.00| 2.00000 2000.00| 1.00000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 500.000 HR | 15.00000 7500.00| 15.00000 7500.00| 15.00000 7500.00 FLAGGER SERVICE | | | 0260 24430 112.000 SY | 5.00000 560.00| 9.00000 1008.00| 20.00000 2240.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0270 25001 42.000 LF | 130.00000 5460.00| 175.00000 7350.00| 100.00000 4200.00 NS HANDRAIL HANDRAIL MODIFIED HR-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B23 -3 TABULATION OF BIDS CALL ORDER : B23 CONTRACT ID : C00050028M01 COUNTIES : POWHATAN LETTING DATE : 11/26/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) A477 |( 3 ) C750 |J. L. KENT & SONS, INC. |ARTHUR CONSTRUCTION CO., IN |COLONY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27012 1.000 ACRE| 4000.00000 4000.00| 5500.00000 5500.00| 6500.00000 6500.00 TOPSOIL CLASS A 2" | | | 0290 27102 208.000 LB | 10.70000 2225.60| 3.50000 728.00| 50.00000 10400.00 REGULAR SEED | | | 0300 27103 130.000 LB | 5.35000 695.50| 5.00000 650.00| 10.00000 1300.00 OVERSEEDING | | | 0310 27215 1.000 TON | 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 FERTILIZER(15-30-15) | | | 0320 27250 4.000 TON | 200.00000 800.00| 350.00000 1400.00| 500.00000 2000.00 LIME | | | 0330 27321 202.000 SY | 2.00000 404.00| 9.00000 1818.00| 8.00000 1616.00 PROTECTIVE COVERING EC-2 | | | 0340 27415 9.000 EA | 100.00000 900.00| 250.00000 2250.00| 200.00000 1800.00 CHECK DAM(ROCK) TY. II | | | 0350 27430 102.000 CY | 5.00000 510.00| 35.00000 3570.00| 10.00000 1020.00 SILTATION CONTROL EXCAVATION | | | 0360 27460 1.000 EA | 200.00000 200.00| 225.00000 225.00| 200.00000 200.00 DROP INLET SILT TRAP, TYPE B | | | 0370 27506 550.000 LF | 2.00000 1100.00| 3.00000 1650.00| 4.00000 2200.00 TEMP. FILTER BARRIER | | | 0380 54076 45.000 LF | 25.86000 1163.70| 20.00000 900.00| 30.00000 1350.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0390 70000 LUMP| 100.00000 100.00| 500.00000 500.00| 750.00000 750.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 007, D-701 | | | 0400 70000 LUMP| 100.00000 100.00| 500.00000 500.00| 750.00000 750.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 009, D-1 | | | SECTION TOTALS | $ 264,573.80| $ 274,953.00| $ 277,783.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 264,573.80| $ 274,953.00| $ 277,783.35 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B36 -1 TABULATION OF BIDS CALL ORDER : B36 CONTRACT ID : C00012587C02 COUNTIES : SMYTH LETTING DATE : 11/26/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO)0622-086-232,B652 FED # FH-0536(106) (NFO)0622-086-232,C502 FED # FH-0536(106) CONTRACT DESCRIPTION: 1.927 KM GRADE, DRAIN, ASP. PAVE. & BRIDGE FROM: 1.927 KM S. RTE. 686 S. TO: RTE. 686 S. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 1,733,616.75 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,874,079.20 108.1023% 3 E155 ELK KNOB, INC. $ 1,966,928.54 113.4581% 4 B749 BAKER'S CONSTRUCTION SERVICES, INC. $ 1,978,226.37 114.1098% 5 P316 PATRICK CONSTRUCTION, INC. $ 2,035,158.36 117.3938% 6 B991 BORING CONTRACTORS, INC. $ 2,453,953.11 141.5511% 7 E009 W. C. ENGLISH, INCORPORATED $ 2,532,841.00 146.1016% 8 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 2,591,103.29 149.4623% 9 D172 DLB, INC. $ 2,737,989.30 157.9351% ==================================================================================================================================== |( 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| 150000.00000 150000.00| 112800.35000 112800.35| 125000.00000 125000.00 MOBILIZATION | | | 0020 00110 1.000 LS | 75000.00000 75000.00| 26326.11000 26326.11| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0030 00120 18899.000 CU M| 9.00000 170091.00| 10.00000 188990.00| 9.75000 184265.25 REGULAR EXCAVATION | | | 0040 00140 496.000 CU M| 20.00000 9920.00| 0.01000 4.96| 12.00000 5952.00 BORROW EXCAVATION | | | 0050 00211 143.000 CU M| 15.00000 2145.00| 10.21000 1460.03| 20.00000 2860.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B36 -2 TABULATION OF BIDS CALL ORDER : B36 CONTRACT ID : C00012587C02 COUNTIES : SMYTH LETTING DATE : 11/26/08 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00505 58.000 MTON| 15.77000 914.66| 40.84000 2368.72| 18.00000 1044.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0070 00525 6.000 CU M| 650.00000 3900.00| 772.01000 4632.06| 865.92000 5195.52 CONCRETE CLASS 20 MISC. | | | 0080 00529 1.000 CU M| 110.00000 110.00| 357.40000 357.40| 200.00000 200.00 FLOWABLE BACKFILL | | | 0090 01152 30.000 M | 92.00000 2760.00| 126.67000 3800.10| 125.00000 3750.00 375 MM CONC. PIPE | | | 0100 01182 176.000 M | 122.00000 21472.00| 139.85000 24613.60| 140.00000 24640.00 450 MM CONC. PIPE | | | 0110 01242 11.000 M | 177.00000 1947.00| 215.17000 2366.87| 210.00000 2310.00 600 MM CONC. PIPE | | | 0120 01302 178.000 M | 265.00000 47170.00| 245.22000 43649.16| 285.00000 50730.00 750 MM CONC. PIPE | | | 0130 01362 27.000 M | 373.00000 10071.00| 316.68000 8550.36| 400.00000 10800.00 900 MM CONC. PIPE | | | 0140 01482 20.000 M | 610.50000 12210.00| 490.20000 9804.00| 585.00000 11700.00 1200 MM CONC. PIPE | | | 0150 06151 2.000 EA | 575.00000 1150.00| 636.35000 1272.70| 675.00000 1350.00 375 MM END SECTION ES-1 | | | 0160 06181 30.000 EA | 674.00000 20220.00| 797.40000 23922.00| 740.00000 22200.00 450 MM END SECTION ES-1 | | | 0170 06241 2.000 EA | 883.00000 1766.00| 819.33000 1638.66| 950.00000 1900.00 600 MM END SECTION ES-1 | | | 0180 06301 8.000 EA | 1266.00000 10128.00| 1215.89000 9727.12| 1300.00000 10400.00 750 MM END SECTION ES-1 | | | 0190 06361 2.000 EA | 2310.00000 4620.00| 1827.75000 3655.50| 2250.00000 4500.00 900 MM END SECTION ES-1 | | | 0200 06481 2.000 EA | 3390.00000 6780.00| 2616.18000 5232.36| 3000.00000 6000.00 1200 MM END SECTION ES-1 | | | 0210 07510 1.000 EA | 2850.00000 2850.00| 3242.76000 3242.76| 3450.00000 3450.00 DROP INLET DI-7A | | | 0220 09150 211.000 MTON| 19.20000 4051.20| 27.06000 5709.66| 24.50000 5169.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0230 09185 15.000 SQ M| 200.00000 3000.00| 113.08000 1696.20| 80.00000 1200.00 PAVED DITCH PG-2A | | | 0240 09250 4.000 EA | 0.01000 0.04| 393.49000 1573.96| 250.00000 1000.00 SLOPE DRAIN | | | 0250 10041 99.000 MTON| 73.10000 7236.90| 0.01000 0.99| 76.76000 7599.24 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B36 -3 TABULATION OF BIDS CALL ORDER : B36 CONTRACT ID : C00012587C02 COUNTIES : SMYTH LETTING DATE : 11/26/08 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 10065 3149.000 MTON| 20.00000 62980.00| 22.01000 69309.49| 22.75000 71639.75 AGGR. MATL. NO. 1 | | | 0270 10128 10542.000 MTON| 18.00000 189756.00| 22.92000 241622.64| 20.00000 210840.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0280 10416 22207.000 L | 0.98000 21762.86| 0.01000 222.07| 1.03000 22873.21 LIQUID ASPHALT | | | 0290 10635 1249.000 MTON| 118.30000 147756.70| 118.30000 147756.70| 124.22000 155150.78 ASPHALT CONCRETE TY. SM-9.5A | | | 0300 10642 3035.000 MTON| 96.96000 294273.60| 95.35000 289387.25| 100.12000 303864.20 ASPHALT CONCRETE TY. BM-25.0A | | | 0310 13400 1491.000 M | 59.67000 88967.97| 66.71000 99464.61| 64.90000 96765.90 NS GUARDRAIL GUARDRAIL GR-2 | | | (WEATHER. STEEL) | | | 0320 13400 46.000 M | 69.00000 3174.00| 78.02000 3588.92| 75.90000 3491.40 NS GUARDRAIL GUARDRAIL RAD. GR-2 | | | (WEATHER. STEEL) | | | 0330 13400 12.000 M | 140.00000 1680.00| 158.31000 1899.72| 154.00000 1848.00 NS GUARDRAIL GUARDRAIL TERM. GR-6 | | | (NCHRP350) (WEATHER. STL.) | | | 0340 13401 1.000 EA | 2650.00000 2650.00| 2996.50000 2996.50| 2915.00000 2915.00 NS GUARDRAIL GUARDRAIL ALT.BRKWY.CAB. | | | TERM. GR-9(WEATH.STL.) | | | 0350 13401 4.000 EA | 1500.00000 6000.00| 1696.13000 6784.52| 1650.00000 6600.00 NS GUARDRAIL GUARDRAIL F.O.A. GR-FOA-1 | | | TY. I (WEATHER. STEEL) | | | 0360 13401 4.000 EA | 1400.00000 5600.00| 1583.06000 6332.24| 1540.00000 6160.00 NS GUARDRAIL GUARDRAIL F.O.A. GR-FOA-2 | | | TY. I (WEATHER. STEEL) | | | 0370 13495 15.000 M | 0.01000 0.15| 295.28000 4429.20| 60.00000 900.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0380 13530 277.000 CU M| 400.00000 110800.00| 469.26000 129985.02| 470.00000 130190.00 RETAINING WALL RW-3 | | | 0390 13565 647.000 CU M| 10.00000 6470.00| 10.52000 6806.44| 35.00000 22645.00 RETAINING WALL EXCAVATION | | | 0400 24100 1000.000 HR | 0.01000 10.00| 25.04000 25040.00| 0.01000 10.00 ALLAYING DUST | | | 0410 24152 2.000 EA | 400.00000 800.00| 260.08000 520.16| 275.00000 550.00 TYPE III BARRICADE 2.4 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B36 -4 TABULATION OF BIDS CALL ORDER : B36 CONTRACT ID : C00012587C02 COUNTIES : SMYTH LETTING DATE : 11/26/08 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 24160 50.000 SQ M| 40.00000 2000.00| 161.06000 8053.00| 150.00000 7500.00 CONSTRUCTION SIGNS | | | 0430 24260 195.000 MTON| 25.00000 4875.00| 21.07000 4108.65| 18.25000 3558.75 CR. RUN AGGR. NO. 25 OR 26 | | | 0440 24278 31000.000 DAY | 0.01000 310.00| 0.19000 5890.00| 0.01000 310.00 GROUP 2 CHANNELIZING DEVICES | | | 0450 24282 6000.000 HR | 0.01000 60.00| 0.01000 60.00| 0.01000 60.00 FLAGGER SERVICE | | | 0460 24290 32.000 M | 0.01000 0.32| 166.92000 5341.44| 40.00000 1280.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0470 24400 33.000 UNIT| 200.00000 6600.00| 23.40000 772.20| 200.00000 6600.00 OBSCURING ROADWAY | | | 0480 24601 48.000 M | 20.00000 960.00| 5.51000 264.48| 8.95000 429.60 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | 0490 25506 12.000 MO | 300.00000 3600.00| 1200.00000 14400.00| 1200.00000 14400.00 FIELD OFFICE TY.II | | | 0500 26117 514.000 MTON| 19.20000 9868.80| 34.66000 17815.24| 26.00000 13364.00 DRY RIPRAP CL. AI | | | 0510 26127 994.000 MTON| 19.20000 19084.80| 22.50000 22365.00| 26.00000 25844.00 DRY RIPRAP CL. I 650 MM | | | 0520 26271 1922.000 MTON| 0.01000 19.22| 22.50000 43245.00| 26.00000 49972.00 NS DRY RIPRAP DRY RIPRAP (VAR. DEPTH) | | | 0530 27102 984.000 KG | 14.31000 14081.04| 16.18000 15921.12| 15.03000 14789.52 REGULAR SEED | | | 0540 27103 410.000 KG | 0.01000 4.10| 16.18000 6633.80| 15.03000 6162.30 OVERSEEDING | | | 0550 27104 47.000 KG | 13.38000 628.86| 15.13000 711.11| 14.05000 660.35 LEGUME SEED | | | 0560 27105 30.000 KG | 0.01000 0.30| 15.13000 453.90| 14.05000 421.50 LEGUME OVERSEEDING | | | 0570 27215 2.000 MTON| 1350.00000 2700.00| 1526.52000 3053.04| 1417.50000 2835.00 FERTILIZER(15-30-15) | | | 0580 27250 28.000 MTON| 150.00000 4200.00| 169.61000 4749.08| 165.00000 4620.00 LIME | | | 0590 27321 1106.000 SQ M| 2.09000 2311.54| 2.36000 2610.16| 2.30000 2543.80 PROTECTIVE COVERING EC-2 | | | 0600 27325 356.000 SQ M| 7.30000 2598.80| 8.25000 2937.00| 8.03000 2858.68 SOIL STABILIZATION MAT EC-3 TYPE A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B36 -5 TABULATION OF BIDS CALL ORDER : B36 CONTRACT ID : C00012587C02 COUNTIES : SMYTH LETTING DATE : 11/26/08 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 27415 82.000 EA | 0.01000 0.82| 173.89000 14258.98| 250.00000 20500.00 CHECK DAM(ROCK) TY. II | | | 0620 27422 5.000 EA | 500.00000 2500.00| 404.45000 2022.25| 750.00000 3750.00 DEWATERING BASIN | | | 0630 27430 589.000 CU M| 0.01000 5.89| 1.76000 1036.64| 0.01000 5.89 SILTATION CONTROL EXCAVATION | | | 0640 27450 1.000 EA | 0.01000 0.01| 314.26000 314.26| 350.00000 350.00 DROP INLET SILT TRAP, TYPE A | | | 0650 27505 2115.000 M | 0.01000 21.15| 6.50000 13747.50| 6.56000 13874.40 TEMP. SILT FENCE | | | 0660 27510 3.000 EA | 250.00000 750.00| 698.38000 2095.14| 750.00000 2250.00 COFFERDAMS | | | 0670 27600 1.000 EA | 0.01000 0.01| 357.40000 357.40| 1250.00000 1250.00 CLOSING WELL | | | 0680 40002 51.000 M | 15.00000 765.00| 27.17000 1385.67| 24.00000 1224.00 20 MM WATER SERVICE LINE | | | 0690 45530 12.000 M | 35.00000 420.00| 95.67000 1148.04| 85.00000 1020.00 150 MM CONC. ENCASE. PIPE | | | 0700 54020 3860.000 M | 1.12000 4323.20| 1.04000 4014.40| 1.24000 4786.40 TYPE A PAVEMENT LINE MARKING 100 MM | | | 0710 60404 26.000 CU M| 1000.00000 26000.00| 791.53000 20579.78| 1046.00000 27196.00 CONCRETE CLASS 30 | | | 0720 60490 54.000 SQ M| 34.00000 1836.00| 67.85000 3663.90| 37.40000 2019.60 BRIDGE DECK GROOVING | | | 0730 61705 3550.000 KG | 6.50000 23075.00| 3.00000 10650.00| 2.88000 10224.00 EPOXY COATED REINF. STEEL | | | 0740 62033 16.000 M | 800.00000 12800.00| 310.96000 4975.36| 410.00000 6560.00 RAILING,KANSAS CORRAL 800 MM W/OUT CURB | | | 0750 64005 600.000 MTON| 15.77000 9462.00| 22.62000 13572.00| 18.00000 10800.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0760 64011 222.000 CU M| 15.00000 3330.00| 16.96000 3765.12| 20.00000 4440.00 STRUCTURE EXCAVATION | | | 0770 65013 102.000 CU M| 425.00000 43350.00| 520.15000 53055.30| 575.00000 58650.00 CONCRETE CLASS 20 | | | 0780 66120 2.000 EA | 5000.00000 10000.00| 1696.13000 3392.26| 1250.00000 2500.00 COFFERDAM | | | 0790 66239 124.000 MTON| 19.20000 2380.80| 27.14000 3365.36| 35.00000 4340.00 DRY RIPRAP CL. II 950 MM | | | 0800 67900 LUMP| 3000.00000 3000.00| 11307.53000 11307.53| 22500.00000 22500.00 NS DISM. & REM. EXIST. STR. DISM. & REM | | | EX. STR. NO. 6189 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B36 -6 TABULATION OF BIDS CALL ORDER : B36 CONTRACT ID : C00012587C02 COUNTIES : SMYTH LETTING DATE : 11/26/08 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 67904 LUMP| 0.01000 0.01| 19222.80000 19222.80| 1000.00000 1000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING STR. | | | NO. 6189 | | | 0820 68476 LUMP| 1200.00000 1200.00| 1017.68000 1017.68| 990.00000 990.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6189 | | | 0830 68492 LUMP| 300.00000 300.00| 904.60000 904.60| 330.00000 330.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6189, TY. B | | | 0840 70000 LUMP| 1000.00000 1000.00| 200.00000 200.00| 2500.00000 2500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-7 | | | 0850 70200 LUMP| 1000.00000 1000.00| 1101.90000 1101.90| 1000.00000 1000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 | | | SECTION TOTALS | $ 1,733,616.75| $ 1,874,079.20| $ 1,966,928.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,733,616.75| $ 1,874,079.20| $ 1,966,928.54 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/17/09 PAGE : B38 -1 TABULATION OF BIDS CALL ORDER : B38 CONTRACT ID : C00061015C01 COUNTIES : MIDDLESEX LETTING DATE : 11/26/08 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/31/09 COMPLETION DATE PROJECT(S) : (NFO) 0033-059-112, C501 FED # STP-059-6(013) CONTRACT DESCRIPTION: LENGTHEN RIGHT TURN LANE AND MEDIAN AT RTE. 620 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V191 WALTER C. VIA ENTERPRISES, INC. $ 113,745.00 100.0000% 2 M013 JACK L. MASSIE, CONTRACTOR, INC. $ 142,846.89 125.5852% 3 N165 GEORGE NICE & SONS, INC. $ 145,238.20 127.6875% 4 S837 J. SANDERS CONSTRUCTION CO. $ 146,809.00 129.0685% 5 K003 J. L. KENT & SONS, INC. $ 161,615.83 142.0861% 6 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 166,700.34 146.5562% 7 C333 CURTIS CONTRACTING, INC. $ 169,716.83 149.2082% 8 S023 SIMONS HAULING CO., INC. $ 222,550.63 195.6575% 9 C750 COLONY CONSTRUCTION, INC. $ 223,959.90 196.8965% ==================================================================================================================================== |( 1 ) V191 |( 2 ) M013 |( 3 ) N165 |WALTER C. VIA ENTERPRISES, |JACK L. MASSIE, CONTRACTOR, |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 5000.00000 5000.00| 11624.11000 11624.11| 14000.00000 14000.00 MOBILIZATION | | | 0020 00101 LUMP| 4500.00000 4500.00| 6394.51000 6394.51| 5400.00000 5400.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 349.000 CY | 8.00000 2792.00| 68.90000 24046.10| 35.00000 12215.00 REGULAR EXCAVATION | | | 0040 00140 302.000 CY | 14.00000 4228.00| 23.06000 6964.12| 13.00000 3926.00 BORROW EXCAVATION | | | 0050 00505 18.000 TON | 30.00000 540.00| 24.21000 435.78| 27.50000 495.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0060 00525 3.000 CY | 1600.00000 4800.00| 640.70000 1922.10| 733.00000 2199.00 CONCRETE CLASS A3 MISC. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/17/09 PAGE : B38 -2 TABULATION OF BIDS CALL ORDER : B38 CONTRACT ID : C00061015C01 COUNTIES : MIDDLESEX LETTING DATE : 11/26/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) V191 |( 2 ) M013 |( 3 ) N165 |WALTER C. VIA ENTERPRISES, |JACK L. MASSIE, CONTRACTOR, |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00540 276.000 LB | 4.00000 1104.00| 1.88000 518.88| 2.40000 662.40 REINF. STEEL | | | 0080 00574 1.000 EA | 4400.00000 4400.00| 1547.71000 1547.71| 1450.00000 1450.00 ENDWALL GRATE & FRAME EW-11A | | | 0090 01240 28.000 LF | 45.00000 1260.00| 66.73000 1868.44| 32.10000 898.80 24" PIPE | | | 0100 01242 84.000 LF | 45.00000 3780.00| 66.73000 5605.32| 99.50000 8358.00 24" CONC. PIPE | | | 0110 01302 10.000 LF | 60.00000 600.00| 82.89000 828.90| 151.00000 1510.00 30" CONC. PIPE | | | 0120 06240 1.000 EA | 800.00000 800.00| 1041.45000 1041.45| 781.00000 781.00 24" END SECTION ES-1 OR 2 | | | 0130 06301 1.000 EA | 950.00000 950.00| 1255.13000 1255.13| 1056.00000 1056.00 30" END SECTION ES-1 | | | 0140 09150 7.000 TON | 60.00000 420.00| 63.37000 443.59| 78.00000 546.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 10128 500.000 TON | 27.00000 13500.00| 28.70000 14350.00| 32.00000 16000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0160 10608 124.000 TON | 105.00000 13020.00| 127.43000 15801.32| 137.00000 16988.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0170 10630 945.000 SY | 7.00000 6615.00| 5.30000 5008.50| 5.75000 5433.75 FLEXIBLE PAVEMENT PLANING | | | 0180 10642 115.000 TON | 100.00000 11500.00| 94.83000 10905.45| 112.00000 12880.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0190 11070 1095.000 LF | 2.00000 2190.00| 1.15000 1259.25| 2.25000 2463.75 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 3" | | | 0200 13320 281.000 LF | 19.50000 5479.50| 21.37000 6004.97| 24.50000 6884.50 GUARDRAIL GR-2 | | | 0210 13331 71.000 LF | 22.50000 1597.50| 22.36000 1587.56| 25.00000 1775.00 RAD. GUARDRAIL GR-2 | | | 0220 13345 1.000 EA | 2500.00000 2500.00| 2470.00000 2470.00| 2735.00000 2735.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0230 14260 20.000 TON | 30.00000 600.00| 34.32000 686.40| 36.00000 720.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0240 24272 100.000 HR | 25.00000 2500.00| 18.00000 1800.00| 35.50000 3550.00 TRUCK MOUNTED ATTENUATOR | | | 0250 24278 1400.000 DAY | 2.60000 3640.00| 0.70000 980.00| 0.95000 1330.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/17/09 PAGE : B38 -3 TABULATION OF BIDS CALL ORDER : B38 CONTRACT ID : C00061015C01 COUNTIES : MIDDLESEX LETTING DATE : 11/26/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) V191 |( 2 ) M013 |( 3 ) N165 |WALTER C. VIA ENTERPRISES, |JACK L. MASSIE, CONTRACTOR, |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24281 300.000 HR | 3.50000 1050.00| 6.24000 1872.00| 7.05000 2115.00 ELECTRONIC ARROW | | | 0270 24282 100.000 HR | 30.00000 3000.00| 22.45000 2245.00| 11.35000 1135.00 FLAGGER SERVICE | | | 0280 24410 225.000 SY | 12.00000 2700.00| 3.78000 850.50| 5.00000 1125.00 DEMOLITION OF PAVEMENT | | | 0290 26117 5.000 TON | 85.00000 425.00| 73.09000 365.45| 58.00000 290.00 DRY RIPRAP CL. AI | | | 0300 27102 204.000 LB | 5.00000 1020.00| 18.39000 3751.56| 21.00000 4284.00 REGULAR SEED | | | 0310 27103 66.000 LB | 5.00000 330.00| 6.04000 398.64| 9.00000 594.00 OVERSEEDING | | | 0320 27215 1.000 TON | 150.00000 150.00| 1.21000 1.21| 1525.00000 1525.00 FERTILIZER(15-30-15) | | | 0330 27250 2.000 TON | 100.00000 200.00| 0.90000 1.80| 240.00000 480.00 LIME | | | 0340 27284 8470.000 SY | 0.10000 847.00| 0.10000 847.00| 0.36000 3049.20 EROSION CONTROL MULCH | | | 0350 27321 115.000 SY | 3.00000 345.00| 4.27000 491.05| 5.85000 672.75 PROTECTIVE COVERING EC-2 | | | 0360 27415 5.000 EA | 75.00000 375.00| 212.94000 1064.70| 171.00000 855.00 CHECK DAM(ROCK) TY. II | | | 0370 27430 73.000 CY | 10.00000 730.00| 7.59000 554.07| 1.05000 76.65 SILTATION CONTROL EXCAVATION | | | 0380 27506 854.000 LF | 1.50000 1281.00| 2.14000 1827.56| 2.20000 1878.80 TEMP. FILTER BARRIER | | | 0390 54032 1116.000 LF | 1.00000 1116.00| 1.54000 1718.64| 1.10000 1227.60 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0400 54042 40.000 LF | 9.00000 360.00| 6.34000 253.60| 7.05000 282.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0410 54105 300.000 LF | 3.00000 900.00| 2.75000 825.00| 3.05000 915.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0420 54300 4.000 EA | 100.00000 400.00| 79.04000 316.16| 87.50000 350.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0430 54310 1.000 EA | 200.00000 200.00| 113.36000 113.36| 126.00000 126.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | SECTION TOTALS | $ 113,745.00| $ 142,846.89| $ 145,238.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 113,745.00| $ 142,846.89| $ 145,238.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B44 -1 TABULATION OF BIDS CALL ORDER : B44 CONTRACT ID : C00077240M01 COUNTIES : CHESTERFIELD LETTING DATE : 11/26/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 03/26/09 COMPLETION DATE PROJECT(S) : 0647-020-S51, M501 FED # STP-5127(801) CONTRACT DESCRIPTION: 0.6 MI. GRADE, DRAIN, & CONC. INCID. FR: 0.22 MILE WEST OF ROUTE 650 TO: 0.16 MILE WEST OF ROUTE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 77,912.30 100.0000% 2 C050 RICHARD L. CROWDER CONSTRUCTION, INC. $ 90,400.00 116.0279% 3 C010 CENTRAL CONTRACTING COMPANY, INC. $ 93,624.00 120.1659% 4 M013 JACK L. MASSIE, CONTRACTOR, INC. $ 101,188.99 129.8755% 5 C750 COLONY CONSTRUCTION, INC. $ 101,797.13 130.6560% 6 G974 GROUNDDOWN CONSTRUCTORS, LLC $ 104,184.62 133.7204% 7 B850 BRANSCOME, INC. $ 104,855.00 134.5808% 8 V011 VIRGINIA CONCRETE CONSTRUCTION COMPANY $ 112,859.00 144.8539% 9 N165 GEORGE NICE & SONS, INC. $ 126,244.00 162.0335% 10 W210 BURLEIGH CONSTRUCTION CO., INC. $ 127,411.00 163.5313% 11 S023 SIMONS HAULING CO., INC. $ 165,353.36 212.2301% ==================================================================================================================================== |( 1 ) B028 |( 2 ) C050 |( 3 ) C010 |BLAKEMORE CONSTRUCTION CORP |RICHARD L. CROWDER CONSTRUC |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00125 LUMP| 25770.00000 25770.00| 29705.51000 29705.51| 19450.00000 19450.00 GRADING | | | 0020 00140 93.000 CY | 20.00000 1860.00| 12.35000 1148.55| 20.00000 1860.00 BORROW EXCAVATION | | | 0030 00355 300.000 SY | 2.00000 600.00| 2.22000 666.00| 2.00000 600.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0040 00525 1.000 CY | 500.00000 500.00| 1648.30000 1648.30| 1000.00000 1000.00 CONCRETE CLASS A3 MISC. | | | 0050 00588 288.000 LF | 12.00000 3456.00| 14.73000 4242.24| 5.00000 1440.00 UNDERDRAIN UD-4 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B44 -2 TABULATION OF BIDS CALL ORDER : B44 CONTRACT ID : C00077240M01 COUNTIES : CHESTERFIELD LETTING DATE : 11/26/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B028 |( 2 ) C050 |( 3 ) C010 |BLAKEMORE CONSTRUCTION CORP |RICHARD L. CROWDER CONSTRUC |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00595 8.000 LF | 15.00000 120.00| 22.28000 178.24| 50.00000 400.00 OUTLET PIPE | | | 0070 00596 1.000 EA | 527.00000 527.00| 627.27000 627.27| 750.00000 750.00 ENDWALL EW-12 | | | 0080 01150 32.000 LF | 46.00000 1472.00| 31.79000 1017.28| 25.00000 800.00 15" PIPE | | | 0090 01152 44.000 LF | 51.00000 2244.00| 30.81000 1355.64| 28.00000 1232.00 15" CONC. PIPE | | | 0100 06740 1.000 EA | 1650.00000 1650.00| 1853.09000 1853.09| 1500.00000 1500.00 DROP INLET DI-1 | | | 0110 09215 198.000 SY | 50.00000 9900.00| 45.65000 9038.70| 105.00000 20790.00 PAVED DITCH PG-5 | | | 0120 10128 98.000 TON | 17.18000 1683.64| 16.53000 1619.94| 20.00000 1960.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 11070 300.000 LF | 3.00000 900.00| 3.85000 1155.00| 3.50000 1050.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | DEPTH 12" (FLEXIBLE) | | | 0140 12600 178.000 LF | 17.00000 3026.00| 20.54000 3656.12| 19.00000 3382.00 STD. COMB. CURB & GUTTER CG-6 | | | 0150 12700 47.000 LF | 17.00000 799.00| 39.31000 1847.57| 21.00000 987.00 STD. COMB. CURB & GUTTER CG-7 | | | 0160 12940 69.000 SY | 70.00000 4830.00| 96.23000 6639.87| 95.00000 6555.00 ENTRANCE GUTTER CG-9D | | | 0170 13220 129.000 SY | 42.00000 5418.00| 39.34000 5074.86| 35.00000 4515.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0180 23560 700.000 LF | 2.00000 1400.00| 1.53000 1071.00| 3.00000 2100.00 TEMP. SAFETY FENCE 4' | | | 0190 24150 2.000 EA | 200.00000 400.00| 280.50000 561.00| 500.00000 1000.00 TYPE III BARRICADE 4' | | | 0200 24160 285.000 SF | 10.00000 2850.00| 14.85000 4232.25| 25.00000 7125.00 CONSTRUCTION SIGNS | | | 0210 24260 37.000 TON | 17.18000 635.66| 16.53000 611.61| 25.00000 925.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0220 24278 1280.000 DAY | 0.75000 960.00| 0.39000 499.20| 1.00000 1280.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24282 350.000 HR | 10.00000 3500.00| 22.00000 7700.00| 20.00000 7000.00 FLAGGER SERVICE | | | 0240 27102 12.000 LB | 25.00000 300.00| 29.70000 356.40| 25.00000 300.00 REGULAR SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B44 -3 TABULATION OF BIDS CALL ORDER : B44 CONTRACT ID : C00077240M01 COUNTIES : CHESTERFIELD LETTING DATE : 11/26/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B028 |( 2 ) C050 |( 3 ) C010 |BLAKEMORE CONSTRUCTION CORP |RICHARD L. CROWDER CONSTRUC |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 27103 8.000 LB | 7.00000 56.00| 15.40000 123.20| 13.50000 108.00 OVERSEEDING | | | 0260 27210 1.000 TON | 1800.00000 1800.00| 433.82000 433.82| 2000.00000 2000.00 FERTILIZER(10-20-10) | | | 0270 27250 1.000 TON | 350.00000 350.00| 433.82000 433.82| 250.00000 250.00 LIME | | | 0280 27415 2.000 EA | 75.00000 150.00| 361.11000 722.22| 350.00000 700.00 CHECK DAM(ROCK) TY. II | | | 0290 27430 65.000 CY | 1.00000 65.00| 10.02000 651.30| 25.00000 1625.00 SILTATION CONTROL EXCAVATION | | | 0300 27450 1.000 EA | 50.00000 50.00| 330.00000 330.00| 300.00000 300.00 DROP INLET SILT TRAP, TYPE A | | | 0310 27506 320.000 LF | 2.00000 640.00| 3.75000 1200.00| 2.00000 640.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 77,912.30| $ 90,400.00| $ 93,624.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,912.30| $ 90,400.00| $ 93,624.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B48 -1 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090836R01 COUNTIES : PATRICK LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 05/29/09 COMPLETION DATE PROJECT(S) : (NFO)0011-080-721, R201 FED # AC-STP-080-2(016) (NFO)U000-150-187, R201 FED # AC-STP-5150 (139) (NFO)0779-011-715, R201 FED # STP-011-2(023) OTHERS CONTRACT DESCRIPTION: DEMOLITION OF BUILDINGS AND ASBESTOS ABATEMENT VARIOUS LOCATIONS IN SALEM DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G338 E. LUKE GREENE COMPANY, INC. $ 153,665.05 100.0000% 2 C042 S. B. COX, INCORPORATED $ 193,989.00 126.2415% 3 C152 CARNELL CONSTRUCTION CORPORATION $ 208,319.60 135.5673% 4 W252 WACO, INC. $ 276,072.68 179.6587% 5 P121 PBJ CONTRACTING CO.,INC.(USE N VA BY:P & J CONTRACTING,INC $ 669,632.00 435.7738% ==================================================================================================================================== |( 1 ) G338 |( 2 ) C042 |( 3 ) C152 |E. LUKE GREENE COMPANY, INC |S. B. COX, INCORPORATED |CARNELL CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 27430 85.000 CY | 15.00000 1275.00| 12.00000 1020.00| 0.50000 42.50 SILTATION CONTROL EXCAVATION | | | 0020 27506 500.000 LF | 1.25000 625.00| 2.00000 1000.00| 0.75000 375.00 TEMP. FILTER BARRIER | | | 0030 27600 7.000 EA | 1750.00000 12250.00| 2000.00000 14000.00| 1000.00000 7000.00 CLOSING WELL | | | 0040 70000 LUMP| 155.00000 155.00| 740.40000 740.40| 900.00000 900.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004, D2 (PROJ. 0779) | | | 0050 70000 LUMP| 3480.00000 3480.00| 3868.04000 3868.04| 3720.00000 3720.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 026, D22 (PROJ. 0058-645) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B48 -2 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090836R01 COUNTIES : PATRICK LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) G338 |( 2 ) C042 |( 3 ) C152 |E. LUKE GREENE COMPANY, INC |S. B. COX, INCORPORATED |CARNELL CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 70000 LUMP| 2340.00000 2340.00| 2695.70000 2695.70| 2728.00000 2728.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 040, D24 (PROJ. 0058-645) | | | 0070 70000 LUMP| 1550.00000 1550.00| 4409.60000 4409.60| 3817.00000 3817.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 044, D4 (PROJ. 0011) | | | 0080 70000 LUMP| 9710.00000 9710.00| 11749.82000 11749.82| 36150.00000 36150.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 045, D2 (PROJ. 0011) | | | 0090 70000 LUMP| 655.00000 655.00| 3188.00000 3188.00| 2733.00000 2733.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 045, D31 (PROJ. 0058-644) | | | 0100 70000 LUMP| 2050.00000 2050.00| 3406.70000 3406.70| 2302.00000 2302.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 048, D27 (PROJ. 0058-645) | | | 0110 70000 LUMP| 2110.00000 2110.00| 11724.80000 11724.80| 4061.00000 4061.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 048, D29 (PROJ. 0058-645) | | | 0120 70000 LUMP| 590.00000 590.00| 559.20000 559.20| 731.00000 731.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 049, D61 (PROJ. 0058-645) | | | 0130 70000 LUMP| 2840.00000 2840.00| 3784.16000 3784.16| 3465.00000 3465.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 054, D35 (PROJ. 0058-645) | | | 0140 70000 LUMP| 30.00000 30.00| 101.50000 101.50| 400.00000 400.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 057, D25 (PROJ. 0011) | | | 0150 70000 LUMP| 6550.00000 6550.00| 10868.36000 10868.36| 18961.00000 18961.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 057, D7 (PROJ. 0011) | | | 0160 70000 LUMP| 1585.00000 1585.00| 3188.00000 3188.00| 3570.00000 3570.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 062, D49 (PROJ. 0058-644) | | | 0170 70000 LUMP| 2525.00000 2525.00| 2352.80000 2352.80| 2613.00000 2613.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 062, D50 (PROJ. 0058-644) | | | 0180 70000 LUMP| 275.00000 275.00| 111.36000 111.36| 1035.00000 1035.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 062, D52 (PROJ. 0058-644) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B48 -3 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090836R01 COUNTIES : PATRICK LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) G338 |( 2 ) C042 |( 3 ) C152 |E. LUKE GREENE COMPANY, INC |S. B. COX, INCORPORATED |CARNELL CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 70000 LUMP| 2250.00000 2250.00| 3951.92000 3951.92| 4430.00000 4430.00 NS DEMO. OF BLDG. DEMO. OF BLDG. W/ACM | | | PAR 040, D933 (PRJ.0058-645) | | | 0200 70000 LUMP| 5500.00000 5500.00| 10549.12000 10549.12| 15969.00000 15969.00 NS DEMO. OF BLDG. DEMO. OF BLDG. W/ACM | | | PAR 045,D34 (PRJ.0058-644 ) | | | 0210 70000 LUMP| 7860.00000 7860.00| 7532.80000 7532.80| 15925.00000 15925.00 NS DEMO. OF BLDG. DEMO. OF BLDG. W/ACM | | | PAR 048, D28 (PRJ.0058-645) | | | 0220 70000 LUMP| 3450.00000 3450.00| 3684.16000 3684.16| 4658.00000 4658.00 NS DEMO. OF BLDG. DEMO. OF BLDG. W/ACM | | | PAR 048, D932 (PRJ.0058-645) | | | 0230 70000 LUMP| 5815.00000 5815.00| 5608.31000 5608.31| 15949.00000 15949.00 NS DEMO. OF BLDG. DEMO. OF BLDG. W/ACM | | | PARCEL 004, D1 (PROJ. 0779) | | | 0240 70000 LUMP| 6700.00000 6700.00| 13422.00000 13422.00| 19110.00000 19110.00 NS DEMO. OF BLDG. DEMO. OF BLDG. W/ACM | | | PARCEL 013, D1 (PROJ. U000) | | | 0250 70010 5708.000 SY | 3.85000 21975.80| 3.00000 17124.00| 0.80000 4566.40 SITE RESTORATION | | | 0260 70110 2356.000 SF | 6.50000 15314.00| 5.00000 11780.00| 4.75000 11191.00 FRIABLE ACM | | | 0270 70111 11.000 LF | 18.00000 198.00| 7.00000 77.00| 22.00000 242.00 FRIABLE ACM | | | 0280 70112 4387.000 SF | 3.25000 14257.75| 2.75000 12064.25| 2.35000 10309.45 CAT II NF ACM | | | 0290 70113 294.000 LF | 2.75000 808.50| 7.00000 2058.00| 7.75000 2278.50 CAT II NF ACM | | | 0300 70114 1215.000 SF | 2.50000 3037.50| 3.00000 3645.00| 2.35000 2855.25 CAT I NF ACM | | | 0310 70115 30.000 LF | 2.95000 88.50| 5.00000 150.00| 7.75000 232.50 CAT I NF ACM | | | 0320 70200 LUMP| 785.00000 785.00| 900.00000 900.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 (PROJ. 0779) | | | 0330 70200 LUMP| 1980.00000 1980.00| 4056.00000 4056.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 013 (PROJ. U000) | | | 0340 70200 LUMP| 125.00000 125.00| 200.00000 200.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 026 (PROJ. 0058-645) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B48 -4 TABULATION OF BIDS CALL ORDER : B48 CONTRACT ID : C00090836R01 COUNTIES : PATRICK LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) G338 |( 2 ) C042 |( 3 ) C152 |E. LUKE GREENE COMPANY, INC |S. B. COX, INCORPORATED |CARNELL CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 70200 LUMP| 360.00000 360.00| 1215.00000 1215.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 040 (PROJ, 0058-645) | | | 0360 70200 LUMP| 690.00000 690.00| 2520.00000 2520.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 044 (PROJ. 0011) | | | 0370 70200 LUMP| 2800.00000 2800.00| 8109.00000 8109.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 045 (PROJ. 0011) | | | 0380 70200 LUMP| 2680.00000 2680.00| 1458.00000 1458.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 045 (PROJ. 0058-644) | | | 0390 70200 LUMP| 1350.00000 1350.00| 252.00000 252.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 048 (PROJ. 0058-645) | | | 0400 70200 LUMP| 920.00000 920.00| 200.00000 200.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 049 (PROJ. 0058-645) | | | 0410 70200 LUMP| 930.00000 930.00| 864.00000 864.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 054 (PROJ. 0058-645) | | | 0420 70200 LUMP| 2520.00000 2520.00| 3600.00000 3600.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 057 (PROJ. 0011) | | | 0430 70200 LUMP| 675.00000 675.00| 200.00000 200.00| 500.00000 500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 062 (PROJ. 0058-644) | | | SECTION TOTALS | $ 153,665.05| $ 193,989.00| $ 208,319.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 153,665.05| $ 193,989.00| $ 208,319.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B64 -1 TABULATION OF BIDS CALL ORDER : B64 CONTRACT ID : CM8089815N01 COUNTIES : WARREN LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : (NFO) 0066-093-715, N501 FED # BH-BR08(219) (NFO) 0007-021-702, N501 FED # BH-BR08(220) CONTRACT DESCRIPTION: BRIDGE REPAINTING 4 STR. ROUTE I-66 OVER NS RWY., SHENANDOAH RV., AND CROOKED RUN WARREN CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V211 VIMAS PAINTING COMPANY, INC. $ 3,147,000.00 100.0000% 2 K129 KLICOS PAINTING COMPANY, INC. $ 3,159,969.00 100.4121% 3 V208 V.H.P. ENTERPRISES, INC. $ 3,169,500.00 100.7150% 4 N093 NORTH STAR PAINTING COMPANY, INC. $ 3,175,850.00 100.9167% 5 B919 BLASTECH ENTERPRISES, INC. $ 3,246,000.00 103.1459% 6 B934 BRIDGES R US PAINTING CO., INC. $ 3,379,000.00 107.3721% 7 A887 ATSALIS BROTHERS PAINTING CO. $ 3,654,951.00 116.1408% 8 S1198 SAFFO CONTRACTORS, INC. $ 3,762,930.00 119.5720% 9 M832 M & J CONSTRUCTION CO. OF PINELLAS COUNTY, INC. $ 3,883,382.00 123.3995% 10 A1000 ATLAS PAINTING AND SHEETING CORP. $ 3,990,000.00 126.7874% 11 T567 TITAN INDUSTRIAL SERVICES, INC. $ 3,991,500.00 126.8351% 12 B785 P. S. BRUCKEL, INC. $ 4,280,000.00 136.0025% 13 H935 HERCULES PAINTING COMPANY $ 4,540,000.00 144.2644% 14 A219 ABHE & SVOBODA, INC. $ 4,718,710.00 149.9431% 15 A360 ALPHA PAINTING & CONSTRUCTION CO., INC. $ 4,753,000.00 151.0327% ==================================================================================================================================== |( 1 ) V211 |( 2 ) K129 |( 3 ) V208 |VIMAS PAINTING COMPANY, INC |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24265 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 14500.00000 14500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC #1001 TYPE B | | | 0020 24265 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 14500.00000 14500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC #1027 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B64 -2 TABULATION OF BIDS CALL ORDER : B64 CONTRACT ID : CM8089815N01 COUNTIES : WARREN LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) V211 |( 2 ) K129 |( 3 ) V208 |VIMAS PAINTING COMPANY, INC |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 24265 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 22750.00000 22750.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC #2015 TYPE B | | | 0040 24265 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 22750.00000 22750.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC #2016 TYPE B | | | 0050 68472 LUMP| 420000.00000 420000.00| 350786.00000 350786.00| 584900.00000 584900.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #1001 TYPE B | | | 0060 68472 LUMP| 470000.00000 470000.00| 409924.00000 409924.00| 584900.00000 584900.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #1027 TYPE B | | | 0070 68472 LUMP| 760000.00000 760000.00| 558036.00000 558036.00| 877350.00000 877350.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2015 TYPE B | | | 0080 68472 LUMP| 787000.00000 787000.00| 558036.00000 558036.00| 877350.00000 877350.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2016 TYPE B | | | 0090 68474 LUMP| 100000.00000 100000.00| 233857.00000 233857.00| 26500.00000 26500.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #1001 TYPE B | | | 0100 68474 LUMP| 100000.00000 100000.00| 273282.00000 273282.00| 26500.00000 26500.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #1027 TYPE B | | | 0110 68474 LUMP| 200000.00000 200000.00| 372024.00000 372024.00| 39750.00000 39750.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2015 TYPE B | | | 0120 68474 LUMP| 200000.00000 200000.00| 372024.00000 372024.00| 39750.00000 39750.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2016 TYPE B | | | 0130 68490 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 7600.00000 7600.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #1001 TYPE B | | | 0140 68490 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 7600.00000 7600.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #1027 TYPE B | | | 0150 68490 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 11400.00000 11400.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2015 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : B64 -3 TABULATION OF BIDS CALL ORDER : B64 CONTRACT ID : CM8089815N01 COUNTIES : WARREN LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) V211 |( 2 ) K129 |( 3 ) V208 |VIMAS PAINTING COMPANY, INC |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 68490 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 11400.00000 11400.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2016 TYPE B | | | SECTION TOTALS | $ 3,147,000.00| $ 3,159,969.00| $ 3,169,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,147,000.00| $ 3,159,969.00| $ 3,169,500.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -1 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/29/10 COMPLETION DATE PROJECT(S) : 0114-154-103,C501 FED # STP-5154(106) 0114-154-103,C501 FED # STP-5154(106) 0114-154-103,C501 FED # STP-5154(106) OTHERS CONTRACT DESCRIPTION: 5 LANES ASP. PAVEMENT, DRAINAGE, FROM: 0.789 KM EAST WCL TOWN OF CHRISTIANSBURG TO: 0.126 KM WEST WCL TOWN OF CHRISTIANSBURG SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B319 BRANCH HIGHWAYS, INC. $ 4,184,961.00 100.0000% 2 S138 SOWERS CONSTRUCTION CO., INC. $ 4,529,405.56 108.2305% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 4,694,385.08 112.1727% 4 D172 DLB, INC. $ 5,188,790.35 123.9866% 5 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 5,191,496.70 124.0513% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 5,264,608.32 125.7983% 7 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 6,092,136.55 145.5721% ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 189900.00000 189900.00| 230250.00000 230250.00| 137346.84000 137346.84 MOBILIZATION | | | 0020 00101 LUMP| 28900.00000 28900.00| 30000.00000 30000.00| 64414.89000 64414.89 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 12000.00000 12000.00| 25000.00000 25000.00| 38123.82000 38123.82 CLEARING AND GRUBBING | | | 0040 00118 47.000 CU M| 14.00000 658.00| 26.00000 1222.00| 20.00000 940.00 NS EXCAVATION EXCAVATION LINEAR | | | PLANTING PIT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -2 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00120 17738.000 CU M| 16.50000 292677.00| 13.10000 232367.80| 7.73000 137114.74 REGULAR EXCAVATION | | | 0060 00140 25844.000 CU M| 7.00000 180908.00| 19.80000 511711.20| 9.01000 232854.44 BORROW EXCAVATION | | | 0070 00525 5.000 CU M| 650.00000 3250.00| 1000.00000 5000.00| 750.93000 3754.65 CONCRETE CLASS 20 MISC. | | | 0080 00529 2.000 CU M| 195.00000 390.00| 500.00000 1000.00| 254.54000 509.08 FLOWABLE BACKFILL | | | 0090 00590 50.000 M | 65.00000 3250.00| 40.00000 2000.00| 35.65000 1782.50 COMB. UNDERDRAIN CD-1 | | | 0100 00595 1.000 M | 80.00000 80.00| 60.00000 60.00| 396.34000 396.34 OUTLET PIPE | | | 0110 00596 1.000 EA | 350.00000 350.00| 500.00000 500.00| 446.36000 446.36 ENDWALL EW-12 | | | 0120 01120 27.000 M | 70.00000 1890.00| 80.00000 2160.00| 153.50000 4144.50 300 MM PIPE | | | 0130 01122 8.000 M | 90.00000 720.00| 130.00000 1040.00| 143.98000 1151.84 300 MM CONC. PIPE | | | 0140 01150 147.000 M | 63.00000 9261.00| 80.00000 11760.00| 101.08000 14858.76 375 MM PIPE | | | 0150 01152 523.000 M | 115.00000 60145.00| 90.00000 47070.00| 154.05000 80568.15 375 MM CONC. PIPE | | | 0160 01182 177.000 M | 135.00000 23895.00| 96.00000 16992.00| 151.32000 26783.64 450 MM CONC. PIPE | | | 0170 01302 386.000 M | 200.00000 77200.00| 180.00000 69480.00| 280.95000 108446.70 750 MM CONC. PIPE | | | 0180 01362 546.000 M | 250.00000 136500.00| 260.00000 141960.00| 337.22000 184122.12 900 MM CONC. PIPE | | | 0190 06120 1.000 EA | 550.00000 550.00| 300.00000 300.00| 561.29000 561.29 300 MM END SECTION ES-1 OR 2 | | | 0200 06150 4.000 EA | 550.00000 2200.00| 750.00000 3000.00| 594.76000 2379.04 375 MM END SECTION ES-1 OR 2 | | | 0210 06180 1.000 EA | 650.00000 650.00| 900.00000 900.00| 790.69000 790.69 450 MM END SECTION ES-1 OR 2 | | | 0220 06360 1.000 EA | 1150.00000 1150.00| 1800.00000 1800.00| 1540.87000 1540.87 900 MM END SECTION ES-1 OR 2 | | | 0230 06740 4.000 EA | 2000.00000 8000.00| 1500.00000 6000.00| 1972.65000 7890.60 DROP INLET DI-1 | | | 0240 06745 2.000 EA | 2700.00000 5400.00| 2500.00000 5000.00| 2770.18000 5540.36 DROP INLET DI-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -3 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 06749 1.000 EA | 3300.00000 3300.00| 3500.00000 3500.00| 3522.58000 3522.58 DROP INLET DI-2B, L= 2.4 M | | | 0260 06817 2.000 EA | 2450.00000 4900.00| 2500.00000 5000.00| 2260.18000 4520.36 DROP INLET DI-3B, L= 1.2 M | | | 0270 06818 1.000 EA | 2600.00000 2600.00| 2500.00000 2500.00| 2741.74000 2741.74 DROP INLET DI-3B, L= 1.8 M | | | 0280 06851 4.000 EA | 2450.00000 9800.00| 2200.00000 8800.00| 2425.09000 9700.36 DROP INLET DI-3D | | | 0290 06852 1.000 EA | 3000.00000 3000.00| 2500.00000 2500.00| 2900.82000 2900.82 DROP INLET DI-3DD | | | 0300 06853 2.000 EA | 2900.00000 5800.00| 2800.00000 5600.00| 3115.93000 6231.86 DROP INLET DI-3E, L= 1.2 M | | | 0310 06854 10.000 EA | 3050.00000 30500.00| 3000.00000 30000.00| 5316.12000 53161.20 DROP INLET DI-3E, L= 1.8 M | | | 0320 06855 5.000 EA | 4125.00000 20625.00| 4500.00000 22500.00| 4501.70000 22508.50 DROP INLET DI-3E, L= 2.4 M | | | 0330 06856 1.000 EA | 4525.00000 4525.00| 5000.00000 5000.00| 4847.50000 4847.50 DROP INLET DI-3E, L= 3.0 M | | | 0340 06858 1.000 EA | 5000.00000 5000.00| 5750.00000 5750.00| 5381.69000 5381.69 DROP INLET DI-3E, L= 4.2 M | | | 0350 07312 1.000 EA | 4600.00000 4600.00| 5250.00000 5250.00| 4919.76000 4919.76 DROP INLET DI-4E, L= 3.0 M | | | 0360 07326 3.000 EA | 5450.00000 16350.00| 4375.00000 13125.00| 5714.56000 17143.68 DROP INLET DI-4EE, L= 2.4 M | | | 0370 07330 1.000 EA | 5100.00000 5100.00| 6000.00000 6000.00| 5488.34000 5488.34 DROP INLET DI-4EE, L= 3.6 M | | | 0380 07334 1.000 EA | 5900.00000 5900.00| 7250.00000 7250.00| 6382.29000 6382.29 DROP INLET DI-4EE, L= 4.8 M | | | 0390 07508 2.000 EA | 2425.00000 4850.00| 2500.00000 5000.00| 2558.94000 5117.88 DROP INLET DI-7 | | | 0400 08961 1.000 EA | 2525.00000 2525.00| 2500.00000 2500.00| 2649.30000 2649.30 DROP INLET DI-13 TY.I | | | 0410 09056 21.000 M | 1200.00000 25200.00| 1000.00000 21000.00| 1018.28000 21383.88 MANHOLE MH-1 OR 2 | | | 0420 09057 9.000 EA | 410.00000 3690.00| 500.00000 4500.00| 392.04000 3528.36 FRAME & COVER MH-1 | | | 0430 09150 50.000 MTON| 20.00000 1000.00| 40.00000 2000.00| 35.78000 1789.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0440 09185 10.000 SQ M| 127.00000 1270.00| 125.00000 1250.00| 51.36000 513.60 PAVED DITCH PG-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -4 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 09250 12.000 EA | 850.00000 10200.00| 500.00000 6000.00| 340.74000 4088.88 SLOPE DRAIN | | | 0460 10065 8543.000 MTON| 15.00000 128145.00| 14.00000 119602.00| 21.30000 181965.90 AGGR. MATL. NO. 1 | | | 0470 10128 14567.000 MTON| 12.00000 174804.00| 13.50000 196654.50| 23.57000 343344.19 AGGR. BASE MATL. TY. I NO. 21B | | | 0480 10611 3090.000 MTON| 85.00000 262650.00| 84.75000 261877.50| 96.72000 298864.80 ASPHALT CONCRETE TY. IM-19.0D | | | 0490 10636 2796.000 MTON| 97.00000 271212.00| 96.50000 269814.00| 110.13000 307923.48 ASPHALT CONCRETE TY. SM-9.5D | | | 0500 10642 6536.000 MTON| 79.00000 516344.00| 79.16000 517389.76| 90.34000 590462.24 ASPHALT CONCRETE TY. BM-25.0A | | | 0510 11070 444.000 M | 6.00000 2664.00| 6.00000 2664.00| 9.36000 4155.84 NS SAW CUT SAW CUT FULL DEPTH | | | 0520 12020 106.000 M | 55.00000 5830.00| 52.50000 5565.00| 48.70000 5162.20 STD. CURB CG-2 | | | 0530 12022 16.000 M | 66.00000 1056.00| 62.34000 997.44| 49.07000 785.12 RADIAL CURB CG-2 | | | 0540 12322 131.000 M | 39.00000 5109.00| 39.44000 5166.64| 149.50000 19584.50 ASPHALT CONCRETE CURB TY. MC-3B | | | 0550 12505 8.000 MTON| 240.00000 1920.00| 240.00000 1920.00| 273.90000 2191.20 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0560 12700 1329.000 M | 56.00000 74424.00| 55.77000 74118.33| 49.64000 65971.56 STD. COMB. CURB & GUTTER CG-7 | | | 0570 12710 282.000 M | 60.00000 16920.00| 59.06000 16654.92| 49.93000 14080.26 RADIAL COMB. CURB & GUTTER CG-7 | | | 0580 12940 542.000 SQ M| 93.00000 50406.00| 86.11000 46671.62| 76.41000 41414.22 ENTRANCE GUTTER CG-9D | | | 0590 13108 24.000 SQ M| 448.00000 10752.00| 448.50000 10764.00| 256.78000 6162.72 CG-12 DETECTABLE WARNING SURFACE | | | 0600 13220 2378.000 SQ M| 47.00000 111766.00| 43.05000 102372.90| 41.08000 97688.24 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0610 13232 1371.000 SQ M| 2.00000 2742.00| 3.50000 4798.50| 1.95000 2673.45 GEOTEXTILE DRAINAGE FABRIC | | | 0620 13315 6.000 EA | 800.00000 4800.00| 800.00000 4800.00| 679.03000 4074.18 GUARDRAIL TERMINAL GR-11 | | | 0630 13320 500.000 M | 65.00000 32500.00| 59.10000 29550.00| 67.28000 33640.00 GUARDRAIL GR-2 | | | 0640 13331 27.000 M | 66.00000 1782.00| 69.95000 1888.65| 82.17000 2218.59 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -5 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 13345 7.000 EA | 2200.00000 15400.00| 2200.00000 15400.00| 2567.76000 17974.32 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0660 14260 357.000 MTON| 14.00000 4998.00| 20.00000 7140.00| 20.53000 7329.21 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0670 14270 208.000 MTON| 12.00000 2496.00| 20.00000 4160.00| 20.23000 4207.84 AGGR. MATL. NO. 25 OR 26 | | | 0680 16386 2461.000 SQ M| 3.00000 7383.00| 3.00000 7383.00| 2.11000 5192.71 FLEXIBLE PAVEMENT PLANING | | | 0690 21215 67.000 M | 112.00000 7504.00| 106.00000 7102.00| 102.71000 6881.57 MEDIAN STRIP MS-2 | | | 0700 22645 339.000 M | 62.00000 21018.00| 87.00000 29493.00| 70.76000 23987.64 FENCE FE-CL VINYL COATED | | | 0710 22665 16.000 EA | 350.00000 5600.00| 150.00000 2400.00| 399.43000 6390.88 CORNER BRACE UNIT FE-CL VINYL COATED | | | 0720 22676 1.000 EA | 750.00000 750.00| 2300.00000 2300.00| 855.92000 855.92 GATE FE-CL L=3.5M | | | 0730 24100 500.000 HR | 15.00000 7500.00| 30.00000 15000.00| 25.27000 12635.00 ALLAYING DUST | | | 0740 24152 15.000 EA | 305.00000 4575.00| 500.00000 7500.00| 262.48000 3937.20 TYPE III BARRICADE 2.4 M | | | 0750 24160 53.000 SQ M| 133.00000 7049.00| 125.00000 6625.00| 159.49000 8452.97 CONSTRUCTION SIGNS | | | 0760 24272 100.000 HR | 32.00000 3200.00| 30.00000 3000.00| 29.67000 2967.00 TRUCK MOUNTED ATTENUATOR | | | 0770 24278 55500.000 DAY | 0.30000 16650.00| 1.00000 55500.00| 0.21000 11655.00 GROUP 2 CHANNELIZING DEVICES | | | 0780 24279 112.000 HR | 5.00000 560.00| 20.00000 2240.00| 17.12000 1917.44 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0790 24281 100.000 HR | 1.15000 115.00| 10.00000 1000.00| 5.71000 571.00 ELECTRONIC ARROW | | | 0800 24282 400.000 HR | 29.00000 11600.00| 20.00000 8000.00| 30.00000 12000.00 FLAGGER SERVICE | | | 0810 24288 2160.000 DAY | 1.25000 2700.00| 1.25000 2700.00| 1.43000 3088.80 WARNING LIGHT TY. B | | | 0820 24400 3.000 UNIT| 216.00000 648.00| 500.00000 1500.00| 349.38000 1048.14 OBSCURING ROADWAY | | | 0830 24430 12309.000 SQ M| 2.00000 24618.00| 3.35000 41235.15| 2.43000 29910.87 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -6 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 24602 472.000 M | 5.00000 2360.00| 3.30000 1557.60| 2.65000 1250.80 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE .. | | | 0850 25505 22.000 MO | 1235.00000 27170.00| 1500.00000 33000.00| 1177.63000 25907.86 FIELD OFFICE TY.I | | | 0860 26117 2265.000 MTON| 35.00000 79275.00| 18.00000 40770.00| 19.34000 43805.10 DRY RIPRAP CL. AI | | | 0870 26119 3.000 MTON| 35.00000 105.00| 60.00000 180.00| 53.73000 161.19 DRY RIPRAP CL. I 450 MM | | | 0880 26127 136.000 MTON| 26.00000 3536.00| 30.00000 4080.00| 29.91000 4067.76 DRY RIPRAP CL. I 650 MM | | | 0890 27012 1.000 HA | 700.00000 700.00| 7500.00000 7500.00| 8559.20000 8559.20 TOPSOIL CL. A 50 MM | | | 0900 27102 256.000 KG | 23.00000 5888.00| 22.97000 5880.32| 25.53000 6535.68 REGULAR SEED | | | 0910 27103 142.000 KG | 13.50000 1917.00| 13.07000 1855.94| 14.92000 2118.64 OVERSEEDING | | | 0920 27215 1.000 MTON| 1375.00000 1375.00| 1375.00000 1375.00| 1569.19000 1569.19 FERTILIZER(15-30-15) | | | 0930 27250 10.000 MTON| 113.00000 1130.00| 112.76000 1127.60| 128.69000 1286.90 LIME | | | 0940 27288 1.000 HA | 2500.00000 2500.00| 2593.60000 2593.60| 2959.77000 2959.77 EROSION CONTROL MULCH | | | 0950 27325 122.000 SQ M| 10.00000 1220.00| 6.28000 766.16| 9.16000 1117.52 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0960 27410 6.000 EA | 91.00000 546.00| 100.00000 600.00| 262.48000 1574.88 CHECK DAM, ROCK TY. I | | | 0970 27415 34.000 EA | 77.00000 2618.00| 100.00000 3400.00| 262.48000 8924.32 CHECK DAM(ROCK) TY. II | | | 0980 27430 676.000 CU M| 20.00000 13520.00| 9.00000 6084.00| 1.09000 736.84 SILTATION CONTROL EXCAVATION | | | 0990 27450 6.000 EA | 115.00000 690.00| 500.00000 3000.00| 246.59000 1479.54 DROP INLET SILT TRAP, TYPE A | | | 1000 27460 37.000 EA | 240.00000 8880.00| 750.00000 27750.00| 369.58000 13674.46 DROP INLET SILT TRAP, TYPE B | | | 1010 27505 672.000 M | 6.00000 4032.00| 12.00000 8064.00| 5.61000 3769.92 TEMP. SILT FENCE | | | 1020 27506 1265.000 M | 6.00000 7590.00| 9.00000 11385.00| 5.61000 7096.65 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -7 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 27543 1831.000 SQ M| 12.00000 21972.00| 8.00000 14648.00| 3.01000 5511.31 NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT SWM BASIN LINER | | | 1040 27545 3893.000 CU M| 12.00000 46716.00| 9.10000 35426.30| 10.31000 40136.83 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1050 27550 1.000 M | 4400.00000 4400.00| 7500.00000 7500.00| 13217.00000 13217.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1060 27552 140.000 MTON| 12.00000 1680.00| 20.00000 2800.00| 18.04000 2525.60 NS NO. 57 STONE NO. 57 STONE .. | | | 1070 28810 18.000 UNIT| 54.00000 972.00| 54.00000 972.00| 36.52000 657.36 MULCHING | | | 1080 28811 7.000 CU M| 66.00000 462.00| 66.00000 462.00| 62.77000 439.39 REMULCHING | | | 1090 28820 5.000 UNIT| 102.00000 510.00| 102.00000 510.00| 116.41000 582.05 WATERING | | | 1100 38900 1501.000 EA | 3.00000 4503.00| 2.82000 4232.82| 1.48000 2221.48 NS PLANT OR TREE PLANT OR TREE CEYLON | | | DAFFODIL; TOP SIZE | | | 1110 38900 1157.000 EA | 4.00000 4628.00| 3.24000 3748.68| 6.56000 7589.92 NS PLANT OR TREE PLANT OR TREE MAJESTIC | | | LIRIOPE; 0.5 LITER CONT. | | | 1120 38900 9.000 EA | 162.00000 1458.00| 162.00000 1458.00| 51.36000 462.24 NS PLANT OR TREE PLANT OR TREE ROYAL | | | PURPLE SMOKETREE; 1.2M | | | 1130 38956 5.000 UNIT| 102.00000 510.00| 102.00000 510.00| 116.41000 582.05 NS LANDSCAPE VEGETATION CONTROL | | | 1140 40002 87.000 M | 93.00000 8091.00| 93.00000 8091.00| 60.19000 5236.53 20 MM WATER SERVICE LINE | | | 1150 40003 20.000 M | 97.00000 1940.00| 97.00000 1940.00| 66.70000 1334.00 25 MM WATER SERVICE LINE | | | 1160 40006 5.000 M | 142.00000 710.00| 142.00000 710.00| 83.35000 416.75 50 MM WATER SERVICE LINE | | | 1170 40061 42.000 M | 71.00000 2982.00| 71.00000 2982.00| 157.67000 6622.14 150 MM DI WATER MAIN | | | 1180 40081 41.000 M | 106.00000 4346.00| 106.00000 4346.00| 248.01000 10168.41 200 MM DI WATER MAIN | | | 1190 40161 929.000 M | 201.00000 186729.00| 201.00000 186729.00| 289.70000 269131.30 400 MM DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -8 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 40241 895.000 M | 356.00000 318620.00| 356.00000 318620.00| 410.39000 367299.05 600 MM DI WATER MAIN | | | 1210 40406 11.000 EA | 890.00000 9790.00| 890.00000 9790.00| 1358.41000 14942.51 400 MM BEND | | | 1220 40412 4.000 EA | 1910.00000 7640.00| 1910.00000 7640.00| 2904.69000 11618.76 600 MM BEND | | | 1230 40422 6.000 EA | 1260.00000 7560.00| 1260.00000 7560.00| 1345.21000 8071.26 400 MM BRANCH | | | 1240 40428 10.000 EA | 2415.00000 24150.00| 2415.00000 24150.00| 2710.68000 27106.80 600 MM BRANCH | | | 1250 40440 2.000 EA | 520.00000 1040.00| 520.00000 1040.00| 940.22000 1880.44 400 MM PLUG OR CAP | | | 1260 40446 2.000 EA | 1110.00000 2220.00| 1110.00000 2220.00| 1311.24000 2622.48 600 MM PLUG OR CAP | | | 1270 40466 1.000 EA | 730.00000 730.00| 1730.00000 1730.00| 2413.99000 2413.99 600 MM REDUCER | | | 1280 41002 1.000 EA | 460.00000 460.00| 460.00000 460.00| 1072.65000 1072.65 50 MM GATE VALVE & BOX | | | 1290 41006 8.000 EA | 760.00000 6080.00| 760.00000 6080.00| 751.20000 6009.60 150 MM GATE VALVE & BOX | | | 1300 41008 3.000 EA | 1100.00000 3300.00| 1100.00000 3300.00| 999.25000 2997.75 200 MM GATE VALVE & BOX | | | 1310 41019 8.000 EA | 4510.00000 36080.00| 4510.00000 36080.00| 6198.43000 49587.44 400 MM BUTTERFLY VALVE & MANHOLE | | | 1320 41031 4.000 EA | 7865.00000 31460.00| 7865.00000 31460.00| 8747.52000 34990.08 600 MM BUTTERFLY VALVE & MANHOLE | | | 1330 41818 6.000 EA | 3980.00000 23880.00| 3980.00000 23880.00| 2660.84000 15965.04 100 MM BLOW-OFF VALVE & MANHOLE | | | 1340 41820 3.000 EA | 1780.00000 5340.00| 1780.00000 5340.00| 2793.66000 8380.98 FIRE HYDRANT | | | 1350 41845 6.000 EA | 2090.00000 12540.00| 2090.00000 12540.00| 1701.78000 10210.68 50 MM AIR RELEASE VALVE & MANHOLE | | | 1360 41971 21.000 EA | 440.00000 9240.00| 440.00000 9240.00| 694.06000 14575.26 20 MM WATER METER & BOX | | | 1370 41972 1.000 EA | 750.00000 750.00| 750.00000 750.00| 811.31000 811.31 25 MM WATER METER & BOX | | | 1380 42060 34.000 M | 157.00000 5338.00| 157.00000 5338.00| 103.13000 3506.42 150 MM SAN. SEWER PIPE | | | 1390 42064 20.000 M | 93.00000 1860.00| 93.00000 1860.00| 110.70000 2214.00 150 MM SAN. SERVICE LATERAL CONNECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -9 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 42080 185.000 M | 166.00000 30710.00| 166.00000 30710.00| 178.45000 33013.25 200 MM SAN. SEWER PIPE | | | 1410 42082 49.000 M | 265.00000 12985.00| 265.00000 12985.00| 244.08000 11959.92 200 MM DI SAN. SEWER PIPE | | | 1420 42755 18.000 M | 955.00000 17190.00| 955.00000 17190.00| 673.72000 12126.96 SANITARY SEWER MANHOLE | | | 1430 42764 7.000 EA | 420.00000 2940.00| 420.00000 2940.00| 368.66000 2580.62 MANHOLE FRAME & COVER F&C-1 | | | 1440 42771 4.000 M | 1500.00000 6000.00| 1500.00000 6000.00| 506.84000 2027.36 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1450 42846 5.000 EA | 215.00000 1075.00| 215.00000 1075.00| 217.92000 1089.60 150 MM SEWER CLEANOUT | | | 1460 44206 10.000 M | 850.00000 8500.00| 850.00000 8500.00| 290.52000 2905.20 150 MM OFFSET EXIST. PIPE FORCE MAIN | | | 1470 50011 10.000 EA | 6.50000 65.00| 100.00000 1000.00| 114.12000 1141.20 ROAD EDGE DELINEATOR, ED-1 | | | 1480 50108 53.000 SQ M| 316.00000 16748.00| 325.00000 17225.00| 359.92000 19075.76 SIGN PANEL | | | 1490 50204 177.000 M | 60.00000 10620.00| 60.00000 10620.00| 67.78000 11997.06 SIGN POST WOOD 100 MM X 100 MM | | | 1500 50206 4.000 M | 87.00000 348.00| 90.00000 360.00| 98.85000 395.40 SIGN POST WOOD 150 MM X 150 MM | | | 1510 54022 1467.000 M | 1.00000 1467.00| 1.20000 1760.40| 1.37000 2009.79 TYPE A PAVEMENT LINE MARKING 150 MM | | | 1520 54032 5222.000 M | 1.50000 7833.00| 1.75000 9138.50| 2.00000 10444.00 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1530 54100 40.000 M | 38.00000 1520.00| 36.08000 1443.20| 41.15000 1646.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMO PVMNT. LINE MARK. 600MM | | | 1540 54100 160.000 M | 18.00000 2880.00| 18.04000 2886.40| 20.59000 3294.40 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMO PVMNT. MARK. 300MM X-WALKS| | | 1550 54101 28.000 EA | 532.00000 14896.00| 150.00000 4200.00| 171.18000 4793.04 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMO ELONG. ARROW SINGLE | | | 1560 54105 3149.000 M | 2.00000 6298.00| 3.12000 9824.88| 3.56000 11210.44 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1570 54217 230.000 EA | 30.00000 6900.00| 30.00000 6900.00| 34.24000 7875.20 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : J03 -10 TABULATION OF BIDS CALL ORDER : J03 CONTRACT ID : C00071586C01 COUNTIES : MONTGOMERY LETTING DATE : 11/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B319 |( 2 ) S138 |( 3 ) W048 |BRANCH HIGHWAYS, INC. |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1580 54240 96.000 EA | 7.00000 672.00| 3.00000 288.00| 3.42000 328.32 TEMP. PAVE. MARKER 1 WAY | | | 1590 54242 96.000 EA | 7.25000 696.00| 3.00000 288.00| 3.42000 328.32 TEMP. PAVE. MARKER 2 WAY | | | 1600 54250 20.000 EA | 110.00000 2200.00| 110.00000 2200.00| 125.54000 2510.80 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 1610 54254 20.000 EA | 161.00000 3220.00| 95.00000 1900.00| 108.42000 2168.40 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 1620 54466 500.000 M | 6.56000 3280.00| 6.56000 3280.00| 7.49000 3745.00 CONSTR. PAVE. MARKING (TY. E) 150MM | | | 1630 54516 2400.000 M | 6.89000 16536.00| 6.89000 16536.00| 7.86000 18864.00 CONSTR.PAVE.MARK. (TY.D,CL.II)200 MM | | | 1640 54552 9995.000 M | 1.20000 11994.00| 0.75000 7496.25| 0.86000 8595.70 CONSTR.PAVE.MARK. (TY.F,CL.II)100 MM | | | 1650 70000 LUMP| 800.00000 800.00| 1000.00000 1000.00| 202.26000 202.26 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 051, D900 | | | SECTION TOTALS | $ 4,184,961.00| $ 4,529,405.56| $ 4,694,385.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,184,961.00| $ 4,529,405.56| $ 4,694,385.08 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -1 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 CONTRACT TIME : 02/28/10 COMPLETION DATE PROJECT(S) : BR-8A-09 FED # NONE CONTRACT DESCRIPTION: MAINTENANCE REPAIR OF BRIDGES VARIOUS STAUNTON DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,794,554.50 100.0000% 2 M683 M. D. MILLER CO., INC. $ 2,382,200.00 132.7460% 3 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 4,536,887.00 252.8141% 4 C174 CLECO CORPORATION $ 4,545,810.00 253.3113% ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 60.000 EA | 2402.00000 144120.00| 1000.00000 60000.00| 2200.00000 132000.00 NS MOBILIZATION MOBILIZATION SITE | | | MOBILIZATION | | | 0020 10035 10.000 CY | 1100.00000 11000.00| 800.00000 8000.00| 714.00000 7140.00 NS CEM. STAB. CEM. STAB. APPROACH SLAB | | | GROUT STABILIZATION (MOD.) | | | 0030 13605 1.000 EA | 2000.00000 2000.00| 6000.00000 6000.00| 17000.00000 17000.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0040 16350 8.000 TON | 235.00000 1880.00| 2000.00000 16000.00| 600.00000 4800.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 17374 2.000 EA | 2425.00000 4850.00| 5000.00000 10000.00| 12400.00000 24800.00 EMERGENCY MOBILIZATION | | | 0060 24272 3500.000 HR | 8.00000 28000.00| 10.00000 35000.00| 34.00000 119000.00 TRUCK MOUNTED ATTENUATOR | | | 0070 24278 7000.000 DAY | 2.00000 14000.00| 10.00000 70000.00| 4.00000 28000.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -2 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24279 800.000 HR | 20.00000 16000.00| 15.00000 12000.00| 29.00000 23200.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0090 24281 1800.000 HR | 8.00000 14400.00| 15.00000 27000.00| 24.00000 43200.00 ELECTRONIC ARROW | | | 0100 24282 1600.000 HR | 15.00000 24000.00| 10.00000 16000.00| 27.00000 43200.00 FLAGGER SERVICE | | | 0110 24340 75.000 DAY | 1200.00000 90000.00| 100.00000 7500.00| 3050.00000 228750.00 NS WORK AREA NIGHT EFFECT | | | 0120 24340 90.000 DAY | 170.00000 15300.00| 100.00000 9000.00| 850.00000 76500.00 NS WORK AREA PORTABLE TEMP. SIGNAL | | | EQUIPMENT | | | 0130 24810 4.000 EA | 325.00000 1300.00| 2000.00000 8000.00| 4675.00000 18700.00 NS RESET EXIST. RESET EXIST. RESET | | | EXPANSION BEARING | | | 0140 24825 2.000 EA | 175.00000 350.00| 3000.00000 6000.00| 4100.00000 8200.00 NS MODIFY EXIST. MODIFY EXIST. MODIFY | | | EXPANSION BEARING | | | 0150 24825 15.000 EA | 107.00000 1605.00| 3500.00000 52500.00| 3600.00000 54000.00 NS MODIFY EXIST. MODIFY EXIST. MODIFY | | | FIXED BEARING | | | 0160 52000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 71000.00000 71000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY SIGNALIZATION | | | 0170 52002 3.000 EA | 700.00000 2100.00| 26000.00000 78000.00| 37000.00000 111000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION FURNISH PORT. TRAF. | | | SIGNAL EQUIP. | | | 0180 54075 600.000 LF | 4.20000 2520.00| 5.00000 3000.00| 4.40000 2640.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0190 54079 500.000 LF | 8.14000 4070.00| 6.00000 3000.00| 7.20000 3600.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0200 54466 2000.000 LF | 2.91000 5820.00| 4.00000 8000.00| 3.25000 6500.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0210 54512 3500.000 LF | 2.09000 7315.00| 3.00000 10500.00| 1.60000 5600.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0220 54516 1200.000 LF | 3.00000 3600.00| 4.00000 4800.00| 3.30000 3960.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0230 54520 100.000 LF | 6.25000 625.00| 7.00000 700.00| 6.70000 670.00 CONSTR.PAVE.MARK. (TY.D,CL.II)12" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -3 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 64036 30.000 LF | 6.00000 180.00| 250.00000 7500.00| 32.00000 960.00 PIPE UNDERDRAIN 6" | | | 0250 68105 3000.000 LB | 1.55000 4650.00| 5.00000 15000.00| 2.30000 6900.00 EPOXY COATED REINF. STEEL | | | 0260 68258 1590.000 SY | 6.50000 10335.00| 10.00000 15900.00| 23.00000 36570.00 REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0270 68322 227.000 SY | 185.00000 41995.00| 450.00000 102150.00| 400.00000 90800.00 TYPE B PATCHING (HES) | | | 0280 68332 3.000 SY | 345.00000 1035.00| 1000.00000 3000.00| 1350.00000 4050.00 TYPE C PATCHING (HES) | | | 0290 68342 4000.000 LF | 1.90000 7600.00| 20.00000 80000.00| 59.00000 236000.00 CRACK REPAIRS | | | 0300 68400 1045.000 SY | 44.00000 45980.00| 45.00000 47025.00| 133.00000 138985.00 WATERPROOFING | | | 0310 68556 1580.000 LF | 29.00000 45820.00| 40.00000 63200.00| 84.00000 132720.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0320 68557 650.000 LF | 37.00000 24050.00| 100.00000 65000.00| 90.00000 58500.00 PREFORMED ELASTOMERIC JOINT SEALER 2 | | | 1/2" | | | 0330 68558 45.000 LF | 28.00000 1260.00| 70.00000 3150.00| 90.00000 4050.00 PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0340 68560 130.000 LF | 44.00000 5720.00| 100.00000 13000.00| 103.00000 13390.00 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 0350 68561 30.000 LF | 49.00000 1470.00| 50.00000 1500.00| 112.00000 3360.00 PREFORMED ELASTOMERIC JOINT SEALER 3 | | | 1/2" | | | 0360 68562 98.000 LF | 65.00000 6370.00| 60.00000 5880.00| 134.00000 13132.00 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 0370 68566 42.000 LF | 82.00000 3444.00| 60.00000 2520.00| 186.00000 7812.00 PREFORMED ELASTOMERIC JOINT SEALER 5" | | | 0380 68571 105.000 LF | 75.00000 7875.00| 200.00000 21000.00| 255.00000 26775.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. RECONSTRUCT ARMOR JOINT | | | 0390 68571 200.000 LF | 69.00000 13800.00| 200.00000 40000.00| 290.00000 58000.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. TYPE A | | | 0400 68571 100.000 LF | 125.00000 12500.00| 200.00000 20000.00| 557.00000 55700.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. TYPE C | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -4 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 68571 30.000 LF | 250.00000 7500.00| 250.00000 7500.00| 677.00000 20310.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. TYPE D | | | 0420 68571 25.000 LF | 300.00000 7500.00| 250.00000 6250.00| 580.00000 14500.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. TYPE E | | | 0430 68578 200.000 LF | 218.00000 43600.00| 225.00000 45000.00| 435.00000 87000.00 BACK WALL RECONSTRUCTION | | | 0440 68580 4.000 EA | 1760.00000 7040.00| 2000.00000 8000.00| 2550.00000 10200.00 BEAM END REPAIR | | | 0450 68590 15.000 EA | 360.00000 5400.00| 5000.00000 75000.00| 4650.00000 69750.00 JACKING AND BLOCKING | | | 0460 68600 5.000 SY | 500.00000 2500.00| 1000.00000 5000.00| 1410.00000 7050.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0470 68638 9500.000 SY | 32.00000 304000.00| 42.00000 399000.00| 90.00000 855000.00 EPOXY CONC. OVERLAY | | | 0480 68760 160.000 LF | 9.00000 1440.00| 45.00000 7200.00| 132.00000 21120.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | PAR. | | | 0490 68762 400.000 LF | 9.00000 3600.00| 50.00000 20000.00| 77.00000 30800.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | PAR. | | | 0500 68902 100.000 LF | 30.00000 3000.00| 50.00000 5000.00| 290.00000 29000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM RAIL (3 1/2" DIA.) | | | 0510 68902 100.000 LF | 35.00000 3500.00| 50.00000 5000.00| 325.00000 32500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM RAIL (4" DIA.) | | | 0520 68902 25.000 LF | 40.00000 1000.00| 50.00000 1250.00| 425.00000 10625.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM RAIL (5" DIA.) | | | 0530 68902 255.000 LF | 16.00000 4080.00| 45.00000 11475.00| 115.00000 29325.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR EPOXY MORTAR JOINT REPAIR | | | 0540 68902 800.000 LF | 9.76000 7808.00| 40.00000 32000.00| 15.00000 12000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR HOT POUR JOINT SEALER | | | 0550 68902 120.000 LF | 25.00000 3000.00| 50.00000 6000.00| 100.00000 12000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR INCIDENTAL CONCRETE REPAIR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -5 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 68902 35.000 LF | 10.50000 367.50| 100.00000 3500.00| 135.00000 4725.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR INSTALL ALUMINUM RAIL -3 | | | 1/2", 4" 5" DIA | | | 0570 68902 25.000 LF | 30.00000 750.00| 800.00000 20000.00| 375.00000 9375.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR MODIFY STEEL BEAM END | | | 0580 68902 3.000 LF | 100.00000 300.00| 1000.00000 3000.00| 826.00000 2478.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT CONCRETE RAIL | | | (TYPE B) | | | 0590 68902 900.000 LF | 95.00000 85500.00| 75.00000 67500.00| 125.00000 112500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT CURB | | | 0600 68902 500.000 LF | 300.00000 150000.00| 250.00000 125000.00| 315.00000 157500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT DECK OVERHANG | | | 0610 68902 600.000 LF | 14.72000 8832.00| 20.00000 12000.00| 37.00000 22200.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REPLACE HIGH STRENGTH GROUT | | | 0620 68902 25.000 LF | 15.00000 375.00| 100.00000 2500.00| 16.00000 400.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SAW CUTTING JOINTS | | | 0630 68902 200.000 LF | 32.50000 6500.00| 35.00000 7000.00| 69.00000 13800.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE D SILCONE SEALANT | | | (RCS), 1" | | | 0640 68902 50.000 LF | 34.00000 1700.00| 35.00000 1750.00| 86.00000 4300.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE D SILCONE SEALANT | | | (RCS), 2" | | | 0650 68904 5.000 EA | 300.00000 1500.00| 500.00000 2500.00| 670.00000 3350.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM POST (1 RAIL, USED)| | | 0660 68904 5.000 EA | 825.00000 4125.00| 800.00000 4000.00| 1500.00000 7500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM POST (1RAIL, NEW) | | | 0670 68904 2.000 EA | 825.00000 1650.00| 1000.00000 2000.00| 4000.00000 8000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM POST (2 RAIL, NEW) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -6 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 68904 2.000 EA | 350.00000 700.00| 800.00000 1600.00| 1450.00000 2900.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM POST (2 RAIL, USED)| | | 0690 68904 1.000 EA | 800.00000 800.00| 2000.00000 2000.00| 2200.00000 2200.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ALUMINUM RAIL TERMINAL END | | | 0700 68904 100.000 EA | 6.75000 675.00| 100.00000 10000.00| 815.00000 81500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEAN DECK DRAINS | | | 0710 68904 5.000 EA | 1200.00000 6000.00| 1500.00000 7500.00| 3000.00000 15000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEAN DRAINAGE TROUGH SYSTEM| | | 0720 68904 95.000 EA | 25.00000 2375.00| 40.00000 3800.00| 37.00000 3515.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR EPOXY COATED RE-STEEL | | | SPLICERS, #5 | | | 0730 68904 4.000 EA | 47.00000 188.00| 1000.00000 4000.00| 520.00000 2080.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR INSTALL ALUMINUM POST (1 | | | RAIL) | | | 0740 68904 5.000 EA | 47.00000 235.00| 1000.00000 5000.00| 530.00000 2650.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR INSTALL ALUMINUM POST (2 | | | RAIL) | | | 0750 68904 2.000 EA | 550.00000 1100.00| 3000.00000 6000.00| 3000.00000 6000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PARAPET CLOSURE (TYPE A) | | | 0760 68904 2.000 EA | 440.00000 880.00| 3000.00000 6000.00| 3500.00000 7000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PARAPET CLOSURE (TYPE B) | | | 0770 68904 2.000 EA | 300.00000 600.00| 3000.00000 6000.00| 3800.00000 7600.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PARAPET CLOSURE (TYPE C) | | | 0780 68904 18.000 EA | 425.00000 7650.00| 100.00000 1800.00| 360.00000 6480.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT ANCHOR BOLT | | | (RAIL POST) | | | 0790 68904 20.000 EA | 1250.00000 25000.00| 3500.00000 70000.00| 6400.00000 128000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT BEARING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PH2 -7 TABULATION OF BIDS CALL ORDER : PH2 CONTRACT ID : CM809BRA57515 COUNTIES : STAUNTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) F016 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 68904 7.000 EA | 525.00000 3675.00| 500.00000 3500.00| 700.00000 4900.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT CONCRETE POST | | | 0810 68904 13.000 EA | 375.00000 4875.00| 500.00000 6500.00| 450.00000 5850.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR RECONSTRUCT CONCRETE RAIL | | | (TYPE A) | | | 0820 68910 400.000 SY | 26.00000 10400.00| 40.00000 16000.00| 74.00000 29600.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE SEALANT, TYPE EP-3 | | | 0830 68910 225.000 SY | 525.00000 118125.00| 425.00000 95625.00| 700.00000 157500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (MOD) (VES) | | | 0840 68910 450.000 SY | 525.00000 236250.00| 400.00000 180000.00| 740.00000 333000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VES) | | | 0850 68910 50.000 SY | 870.00000 43500.00| 600.00000 30000.00| 1275.00000 63750.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE C PATCHING (MOD) | | | 0860 69009 10.000 CY | 80.00000 800.00| 500.00000 5000.00| 100.00000 1000.00 POROUS BACKFILL | | | 0870 69011 2.000 CY | 60.00000 120.00| 500.00000 1000.00| 145.00000 290.00 STRUCTURE EXCAVATION | | | 0880 69901 100.000 LF | 5.00000 500.00| 50.00000 5000.00| 55.00000 5500.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR BRIDGE CLEANING | | | 0890 69901 100.000 LF | 8.00000 800.00| 50.00000 5000.00| 135.00000 13500.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR BRIDGE CLEANING (UNUSUAL | | | ACCESS) | | | 0900 69905 12.000 EA | 525.00000 6300.00| 2000.00000 24000.00| 5300.00000 63600.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR RECONSTRUCT BEAM SEAT (TYPE | | | A) | | | 0910 69908 5.000 SY | 600.00000 3000.00| 1500.00000 7500.00| 5000.00000 25000.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR RECONSTRUCT BEAM SEAT (TYPE | | | B) | | | 0920 85016 75.000 HR | 60.00000 4500.00| 175.00000 13125.00| 800.00000 60000.00 NS WELDING STEEL, FIELD | | | SECTION TOTALS | $ 1,794,554.50| $ 2,382,200.00| $ 4,536,887.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,794,554.50| $ 2,382,200.00| $ 4,536,887.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PN4 -1 TABULATION OF BIDS CALL ORDER : PN4 CONTRACT ID : C00089804B01 COUNTIES : TUNNELS LETTING DATE : 11/26/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : BR-5G-08 FED # NONE CONTRACT DESCRIPTION: CONCRETE SUPERSTRUCTURE AND SUBSTRUCTURE REPAIRS EBL I-64 SOUTH APPROACH HAMPTON ROADS BRIDGE TUNNEL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M683 M. D. MILLER CO., INC. $ 796,245.00 100.0000% 2 C1203 CHESAPEAKE SHOTCRETE, INC. $ 1,065,051.00 133.7592% 3 P497 PRECON MARINE, INCORPORATED $ 1,135,879.00 142.6545% 4 T503 TESSA STRUCTURES, LLC $ 1,398,500.00 175.6369% 5 C176 COASTAL GUNITE CONSTRUCTION COMPANY $ 1,715,297.00 215.4233% 6 C174 CLECO CORPORATION $ 2,940,600.00 369.3084% ==================================================================================================================================== |( 1 ) M683 |( 2 ) C1203 |( 3 ) P497 |M. D. MILLER CO., INC. |CHESAPEAKE SHOTCRETE, INC. |PRECON MARINE, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALLPROJECT ITEMS | | | 0010 00100 LUMP| 153700.00000 153700.00| 95000.00000 95000.00| 70000.00000 70000.00 MOBILIZATION | | | 0020 24265 LUMP| 15000.00000 15000.00| 108000.00000 108000.00| 52100.00000 52100.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 2866 | | | 0030 68162 25.000 EA | 1400.00000 35000.00| 4250.00000 106250.00| 1930.00000 48250.00 BEAM SEAT REPAIR | | | 0040 68322 23.000 SY | 400.00000 9200.00| 495.00000 11385.00| 475.00000 10925.00 TYPE B PATCHING (HES) | | | 0050 68573 100.000 LF | 200.00000 20000.00| 185.00000 18500.00| 165.00000 16500.00 EXPANSION JOINT RECONSTRUCTION (HES) | | | 0060 68574 330.000 LF | 45.00000 14850.00| 85.00000 28050.00| 80.00000 26400.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0070 68580 438.000 EA | 500.00000 219000.00| 472.00000 206736.00| 650.00000 284700.00 BEAM END REPAIR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : PN4 -2 TABULATION OF BIDS CALL ORDER : PN4 CONTRACT ID : C00089804B01 COUNTIES : TUNNELS LETTING DATE : 11/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M683 |( 2 ) C1203 |( 3 ) P497 |M. D. MILLER CO., INC. |CHESAPEAKE SHOTCRETE, INC. |PRECON MARINE, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 68600 203.000 SY | 1065.00000 216195.00| 1090.00000 221270.00| 2200.00000 446600.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0090 69464 190.000 LF | 440.00000 83600.00| 870.00000 165300.00| 665.00000 126350.00 F.R.P. JACKET (24" SQUARE PILES) | | | 0100 69491 88.000 LF | 75.00000 6600.00| 220.00000 19360.00| 33.00000 2904.00 CRACK REPAIRS (PIERS) | | | 0110 69500 15.000 SY | 800.00000 12000.00| 2900.00000 43500.00| 1210.00000 18150.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0120 69901 30.000 LF | 370.00000 11100.00| 1390.00000 41700.00| 1100.00000 33000.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR (54" CYLINDRICAL PILES) | | | SECTION TOTALS | $ 796,245.00| $ 1,065,051.00| $ 1,135,879.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 796,245.00| $ 1,065,051.00| $ 1,135,879.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q03 -1 TABULATION OF BIDS CALL ORDER : Q03 CONTRACT ID : CM308DPA91339 COUNTIES : AMHERST CAMPBELL LETTING DATE : 11/26/08 10:00 AM DISTRICT : 03 BUCKINGHAM OTHERS CONTRACT TIME : 07/14/09 COMPLETION DATE PROJECT(S) : 2008 PIPE JACKING CONTRACT FED # NONE CONTRACT DESCRIPTION: 2008 PIPE JACKING CONTRACT VARIOUS LOCATIONS IN AMHERST, BUCKINGHAM, CAMPBELL, CUMBERLAND, NELSON, PRINCE EDWARD COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P091 E. C. PACE COMPANY, INC. $ 363,041.00 100.0000% 2 D172 DLB, INC. $ 560,594.50 154.4163% 3 B991 BORING CONTRACTORS, INC. $ 569,208.80 156.7891% ==================================================================================================================================== |( 1 ) P091 |( 2 ) D172 |( 3 ) B991 |E. C. PACE COMPANY, INC. |DLB, INC. |BORING CONTRACTORS, 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| 22724.00000 22724.00| 35900.00000 35900.00| 20000.00000 20000.00 MOBILIZATION | | | 0020 00525 46.000 CY | 620.00000 28520.00| 590.00000 27140.00| 1000.00000 46000.00 CONCRETE CLASS A3 MISC. | | | 0030 09150 194.000 TON | 32.00000 6208.00| 42.00000 8148.00| 45.00000 8730.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0040 24160 1694.000 SF | 1.00000 1694.00| 1.00000 1694.00| 10.20000 17278.80 CONSTRUCTION SIGNS | | | 0050 24502 9.000 EA | 200.00000 1800.00| 100.00000 900.00| 1000.00000 9000.00 NS REMOVE EXIST. REMOVE EXIST. REMOVE | | | EXIST ENDWALL | | | 0060 27102 247.000 LB | 2.50000 617.50| 12.50000 3087.50| 70.00000 17290.00 REGULAR SEED | | | 0070 27215 7.000 TON | 1550.00000 10850.00| 500.00000 3500.00| 1200.00000 8400.00 FERTILIZER(15-30-15) | | | 0080 27250 7.000 TON | 125.00000 875.00| 50.00000 350.00| 150.00000 1050.00 LIME | | | 0090 27415 19.000 EA | 460.00000 8740.00| 100.00000 1900.00| 500.00000 9500.00 CHECK DAM(ROCK) TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q03 -2 TABULATION OF BIDS CALL ORDER : Q03 CONTRACT ID : CM308DPA91339 COUNTIES : AMHERST CAMPBELL LETTING DATE : 11/26/08 10:00 AM DISTRICT : 03 BUCKINGHAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) P091 |( 2 ) D172 |( 3 ) B991 |E. C. PACE COMPANY, INC. |DLB, INC. |BORING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 27430 140.000 CY | 20.00000 2800.00| 1.50000 210.00| 5.00000 700.00 SILTATION CONTROL EXCAVATION | | | 0110 27505 355.000 LF | 2.50000 887.50| 1.00000 355.00| 4.00000 1420.00 TEMP. SILT FENCE | | | 0120 27506 430.000 LF | 3.50000 1505.00| 1.00000 430.00| 4.00000 1720.00 TEMP. FILTER BARRIER | | | 0130 56098 106.000 LF | 200.00000 21200.00| 300.00000 31800.00| 200.00000 21200.00 NS JACKED PIPE JACKED PIPE 15" JACKED | | | PIPE | | | 0140 56098 76.000 LF | 210.00000 15960.00| 285.00000 21660.00| 225.00000 17100.00 NS JACKED PIPE JACKED PIPE 18" JACKED | | | PIPE | | | 0150 56098 56.000 LF | 210.00000 11760.00| 640.00000 35840.00| 225.00000 12600.00 NS JACKED PIPE JACKED PIPE 18" JACKED | | | PIPE OR 18" PIPE | | | 0160 56098 100.000 LF | 200.00000 20000.00| 185.00000 18500.00| 225.00000 22500.00 NS JACKED PIPE JACKED PIPE 18" PIPE | | | REHAB BY LINER (METHOD D,E) | | | 0170 56098 196.000 LF | 240.00000 47040.00| 335.00000 65660.00| 320.00000 62720.00 NS JACKED PIPE JACKED PIPE 24" JACKED | | | PIPE | | | 0180 56098 68.000 LF | 240.00000 16320.00| 185.00000 12580.00| 350.00000 23800.00 NS JACKED PIPE JACKED PIPE 24" JACKED | | | PIPE OR REHAB BY LINER | | | 0190 56098 110.000 LF | 290.00000 31900.00| 575.00000 63250.00| 450.00000 49500.00 NS JACKED PIPE JACKED PIPE 36" JACKED | | | PIPE | | | 0200 56098 40.000 LF | 290.00000 11600.00| 710.00000 28400.00| 500.00000 20000.00 NS JACKED PIPE JACKED PIPE 36" PIPE | | | 0210 56098 42.000 LF | 280.00000 11760.00| 675.00000 28350.00| 550.00000 23100.00 NS JACKED PIPE JACKED PIPE 36" PIPE | | | REHAB BY LINER (METHOD E) | | | 0220 56098 40.000 LF | 320.00000 12800.00| 730.00000 29200.00| 700.00000 28000.00 NS JACKED PIPE JACKED PIPE 42" JACKED | | | PIPE | | | 0230 56098 170.000 LF | 310.00000 52700.00| 610.00000 103700.00| 600.00000 102000.00 NS JACKED PIPE JACKED PIPE 42" PIPE | | | REHAB BY LINER (METHOD E) | | | 0240 56098 42.000 LF | 390.00000 16380.00| 620.00000 26040.00| 800.00000 33600.00 NS JACKED PIPE JACKED PIPE 48" PIPE | | | REHAB BY LINER (METHOD E) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q03 -3 TABULATION OF BIDS CALL ORDER : Q03 CONTRACT ID : CM308DPA91339 COUNTIES : AMHERST CAMPBELL LETTING DATE : 11/26/08 10:00 AM DISTRICT : 03 BUCKINGHAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) P091 |( 2 ) D172 |( 3 ) B991 |E. C. PACE COMPANY, INC. |DLB, INC. |BORING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 69007 40.000 CY | 160.00000 6400.00| 300.00000 12000.00| 300.00000 12000.00 FLOWABLE BACKFILL | | | SECTION TOTALS | $ 363,041.00| $ 560,594.50| $ 569,208.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,041.00| $ 560,594.50| $ 569,208.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q07 -1 TABULATION OF BIDS CALL ORDER : Q07 CONTRACT ID : CM909RSA89361 COUNTIES : ARLINGTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 08/01/09 COMPLETION DATE PROJECT(S) : RS-9A-09 FED # NONE CONTRACT DESCRIPTION: CONCRETE REPAIRS (INTERSTATE) VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W613 WUNNA CONTRACTING CORPORATION $ 139,038.00 100.0000% 2 F373 FINLEY ASPHALT & SEALING, INC. $ 148,550.00 106.8413% 3 A648 A & M CONCRETE CORP. $ 163,387.00 117.5125% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 182,935.00 131.5719% 5 S1016 SAGRES CONSTRUCTION CORPORATION $ 184,690.00 132.8342% 6 F034 FORT MYER CONSTRUCTION CORPORATION $ 189,873.40 136.5622% 7 D097 D&F CONSTRUCTION, INC. $ 265,449.00 190.9183% ==================================================================================================================================== |( 1 ) W613 |( 2 ) F373 |( 3 ) A648 |WUNNA CONTRACTING CORPORATI |FINLEY ASPHALT & SEALING, I |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 00140 10.000 CY | 120.00000 1200.00| 10.00000 100.00| 50.00000 500.00 BORROW EXCAVATION | | | 0020 12020 1190.000 LF | 24.00000 28560.00| 20.00000 23800.00| 30.00000 35700.00 STD. CURB CG-2 | | | 0030 14120 1478.000 LF | 6.00000 8868.00| 12.00000 17736.00| 10.00000 14780.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0040 14270 90.000 TON | 60.00000 5400.00| 25.00000 2250.00| 50.00000 4500.00 AGGR. MATL. NO. 25 OR 26 | | | 0050 14380 60.000 TON | 150.00000 9000.00| 200.00000 12000.00| 200.00000 12000.00 PAVEMENT RESTORATION | | | 0060 14416 288.000 LF | 28.00000 8064.00| 20.00000 5760.00| 40.00000 11520.00 COMB. CURB & GUTTER CG-6 | | | 0070 14450 288.000 LF | 6.00000 1728.00| 5.00000 1440.00| 3.00000 864.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q07 -2 TABULATION OF BIDS CALL ORDER : Q07 CONTRACT ID : CM909RSA89361 COUNTIES : ARLINGTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) W613 |( 2 ) F373 |( 3 ) A648 |WUNNA CONTRACTING CORPORATI |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 14500 22.000 CY | 900.00000 19800.00| 1500.00000 33000.00| 1250.00000 27500.00 CLASS A-3 CONCRETE | | | 0090 14502 2836.000 LB | 3.00000 8508.00| 3.00000 8508.00| 2.50000 7090.00 REINFORCING STEEL | | | 0100 14504 20.000 EA | 750.00000 15000.00| 750.00000 15000.00| 325.00000 6500.00 STEEL DROP INLET FRAME | | | 0110 21020 77.000 SY | 180.00000 13860.00| 50.00000 3850.00| 135.00000 10395.00 MEDIAN STRIP MS-1 | | | 0120 21215 433.000 LF | 32.00000 13856.00| 22.00000 9526.00| 51.00000 22083.00 MEDIAN STRIP MS-2 | | | 0130 24501 173.000 LF | 10.00000 1730.00| 40.00000 6920.00| 20.00000 3460.00 NS REMOVE EXIST. REMOVE EXIST. MEDIAN | | | STRIP, MS-1 | | | 0140 24501 433.000 LF | 8.00000 3464.00| 20.00000 8660.00| 15.00000 6495.00 NS REMOVE EXIST. REMOVE EXIST. MEDIAN | | | STRIP, MS-2 | | | SECTION TOTALS | $ 139,038.00| $ 148,550.00| $ 163,387.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,038.00| $ 148,550.00| $ 163,387.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q11 -1 TABULATION OF BIDS CALL ORDER : Q11 CONTRACT ID : CM509GRC39545 COUNTIES : SOUTHAMPTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 01/25/10 COMPLETION DATE PROJECT(S) : GR-5C-09 FED # NONE CONTRACT DESCRIPTION: GUARDRAIL MAINTENANCE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L159 L. S. LEE, INC. $ 252,165.00 100.0000% 2 P009 PENN LINE SERVICE, INC. $ 315,150.05 124.9777% ==================================================================================================================================== |( 1 ) L159 |( 2 ) P009 |( ) |L. S. LEE, INC. |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13310 25.000 LF | 60.00000 1500.00| 40.00000 1000.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13312 4.000 EA | 2400.00000 9600.00| 2000.00000 8000.00| GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 4.000 EA | 750.00000 3000.00| 500.00000 2000.00| GUARDRAIL TERMINAL GR-11 | | | 0040 13320 1800.000 LF | 19.00000 34200.00| 25.00000 45000.00| GUARDRAIL GR-2 | | | 0050 13345 24.000 EA | 2600.00000 62400.00| 2500.00000 60000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13355 250.000 LF | 20.00000 5000.00| 30.00000 7500.00| GUARDRAIL GR-10 | | | 0070 13383 4.000 EA | 1700.00000 6800.00| 1000.00000 4000.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0080 13384 2.000 EA | 800.00000 1600.00| 500.00000 1000.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0090 13392 3.000 EA | 1800.00000 5400.00| 1000.00000 3000.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q11 -2 TABULATION OF BIDS CALL ORDER : Q11 CONTRACT ID : CM509GRC39545 COUNTIES : SOUTHAMPTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) P009 |( ) |L. S. LEE, INC. |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13393 2.000 EA | 800.00000 1600.00| 500.00000 1000.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0110 13400 1200.000 LF | 22.00000 26400.00| 50.00000 60000.00| NS GUARDRAIL GUARDRAIL TERMINAL W-BEAM | | | GR-7 OR GR-9 | | | 0120 13401 24.000 EA | 100.00000 2400.00| 125.00000 3000.00| NS GUARDRAIL GUARDRAIL 8' POST (WOOD OR | | | STEEL) | | | 0130 13401 8.000 EA | 800.00000 6400.00| 1500.00000 12000.00| NS GUARDRAIL GUARDRAIL EXTRUDER ASSEMBL | | | 0140 13401 20.000 EA | 60.00000 1200.00| 50.00000 1000.00| NS GUARDRAIL GUARDRAIL INSTALL POST | | | 0150 13710 3.000 EA | 1000.00000 3000.00| 2000.00000 6000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0160 13710 2.000 EA | 600.00000 1200.00| 500.00000 1000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHRAM | | | 0170 13710 2.000 EA | 500.00000 1000.00| 500.00000 1000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | 0180 13710 4.000 EA | 1000.00000 4000.00| 1500.00000 6000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | 0190 13710 3.000 EA | 1000.00000 3000.00| 500.00000 1500.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | RECONSTRUCT | | | 0200 13710 2.000 EA | 500.00000 1000.00| 1500.00000 3000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | 0210 17313 5.000 EA | 75.00000 375.00| 75.00000 375.00| W BEAM END SECT(FLARED | | | 0220 17323 2600.000 LF | 16.00000 41600.00| 20.00000 52000.00| GUARDRAIL BEAM | | | 0230 17325 50.000 LF | 25.00000 1250.00| 23.00000 1150.00| RADIAL GUARDRAIL BEAM | | | 0240 17327 25.000 LF | 22.00000 550.00| 10.00000 250.00| RUB RAIL | | | 0250 17329 60.000 EA | 85.00000 5100.00| 100.00000 6000.00| POST (WOOD, CONC., OR STEEL) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q11 -3 TABULATION OF BIDS CALL ORDER : Q11 CONTRACT ID : CM509GRC39545 COUNTIES : SOUTHAMPTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) P009 |( ) |L. S. LEE, INC. |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 17331 130.000 EA | 20.00000 2600.00| 20.00000 2600.00| OFFSET BLOCK (STEEL OR WOOD) | | | * | | | 0270 17336 3.000 EA | 250.00000 750.00| 250.00000 750.00| BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0280 17338 4.000 EA | 25.00000 100.00| 100.00000 400.00| DRILL HOLE | | | 0290 17341 150.000 EA | 10.00000 1500.00| 10.00000 1500.00| REALIGN POST | | | 0300 17342 1.000 EA | 50.00000 50.00| 0.01000 0.01| STEEL TUBE GR-7 | | | 0310 17343 1.000 EA | 50.00000 50.00| 0.01000 0.01| TERMINAL CONNECTOR, GR-7 | | | * | | | 0320 17344 1.000 EA | 40.00000 40.00| 0.01000 0.01| SOIL PLATE GR-7 | | | 0330 17346 1.000 EA | 75.00000 75.00| 150.00000 150.00| BUFFERED END ASSEMBLY GR-7 | | | 0340 17348 18.000 EA | 125.00000 2250.00| 350.00000 6300.00| BREAKAWAY POST GR-7 | | | 0350 17351 3.000 EA | 75.00000 225.00| 100.00000 300.00| CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0360 17352 2.000 EA | 75.00000 150.00| 0.01000 0.02| STRUT AND YOKE ASSEMBLY GR-7 | | | 0370 17374 5.000 EA | 400.00000 2000.00| 800.00000 4000.00| EMERGENCY MOBILIZATION | | | 0380 17451 25.000 EA | 10.00000 250.00| 15.00000 375.00| GUARDRAIL DELINEATOR | | | 0390 24272 100.000 HR | 10.00000 1000.00| 5.00000 500.00| TRUCK MOUNTED ATTENUATOR | | | 0400 24281 100.000 HR | 5.00000 500.00| 5.00000 500.00| ELECTRONIC ARROW | | | 0410 24282 200.000 HR | 18.00000 3600.00| 15.00000 3000.00| FLAGGER SERVICE | | | 0420 24504 15.000 EA | 150.00000 2250.00| 200.00000 3000.00| NS REMOVE EXISTING REMOVE EXISTING | | | GUARDRAIL TERMINAL | | | 0430 24601 1400.000 LF | 3.00000 4200.00| 3.00000 4200.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE EXISTING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/20/09 PAGE : Q11 -4 TABULATION OF BIDS CALL ORDER : Q11 CONTRACT ID : CM509GRC39545 COUNTIES : SOUTHAMPTON LETTING DATE : 11/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) L159 |( 2 ) P009 |( ) |L. S. LEE, INC. |PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 24611 100.000 LF | 10.00000 1000.00| 8.00000 800.00| NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET EXISTING | | | SECTION TOTALS | $ 252,165.00| $ 315,150.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 252,165.00| $ 315,150.05| $ ====================================================================================================================================