BID TABULATIONS May 27, 2009 BID LETTING 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 : 07/08/09 PAGE : B50 -1 TABULATION OF BIDS CALL ORDER : B50 CONTRACT ID : C00089234B46 COUNTIES : TAZEWELL LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 04/30/10 COMPLETION DATE PROJECT(S) : 0782-092-787, B646 FED # NONE CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT OVER BLUESTONE RIVER FR. 0.0 MI. E. RTE. 102 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 316,502.50 100.0000% 2 O133 RANNY E. O'DELL & COMPANY, INC. $ 336,693.46 106.3794% 3 P316 PATRICK CONSTRUCTION, INC. $ 380,963.75 120.3667% 4 K065 KEN CONSTRUCTION CO., INC. $ 412,541.99 130.3440% 5 C174 CLECO CORPORATION $ 441,198.50 139.3981% 6 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 529,492.40 167.2949% 7 D549 DCI/SHIRES, INC. $ 533,699.40 168.6241% ==================================================================================================================================== |( 1 ) E155 |( 2 ) O133 |( 3 ) P316 |ELK KNOB, INC. |RANNY E. O'DELL & COMPANY, |PATRICK 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| 22000.00000 22000.00| 10000.00000 10000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00101 LUMP| 4235.00000 4235.00| 5500.00000 5500.00| 4650.00000 4650.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10607 28.000 TON | 220.00000 6160.00| 275.00000 7700.00| 225.00000 6300.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 250.000 SY | 20.63000 5157.50| 22.50000 5625.00| 22.00000 5500.00 FLEXIBLE PAVEMENT PLANING | | | 0050 13315 1.000 EA | 660.00000 660.00| 684.00000 684.00| 615.00000 615.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 150.000 LF | 15.95000 2392.50| 18.00000 2700.00| 15.50000 2325.00 GUARDRAIL GR-2 | | | 0070 13331 150.000 LF | 18.15000 2722.50| 20.00000 3000.00| 17.50000 2625.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : B50 -2 TABULATION OF BIDS CALL ORDER : B50 CONTRACT ID : C00089234B46 COUNTIES : TAZEWELL LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) O133 |( 3 ) P316 |ELK KNOB, INC. |RANNY E. O'DELL & COMPANY, |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13345 3.000 EA | 2420.00000 7260.00| 2225.00000 6675.00| 2300.00000 6900.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0090 13383 4.000 EA | 1540.00000 6160.00| 2000.00000 8000.00| 1500.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0100 24152 2.000 EA | 275.00000 550.00| 500.00000 1000.00| 450.00000 900.00 TYPE III BARRICADE 8' | | | 0110 24160 61.000 SF | 24.00000 1464.00| 22.10000 1348.10| 15.00000 915.00 CONSTRUCTION SIGNS | | | 0120 24278 2160.000 DAY | 0.40000 864.00| 1.10000 2376.00| 1.00000 2160.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24282 500.000 HR | 0.10000 50.00| 22.00000 11000.00| 10.00000 5000.00 FLAGGER SERVICE | | | 0140 24290 40.000 LF | 24.00000 960.00| 20.00000 800.00| 50.00000 2000.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0150 27430 43.000 CY | 0.10000 4.30| 3.10000 133.30| 1.00000 43.00 SILTATION CONTROL EXCAVATION | | | 0160 27505 250.000 LF | 2.50000 625.00| 6.43000 1607.50| 9.00000 2250.00 TEMP. SILT FENCE | | | 0170 68023 206.000 LF | 120.00000 24720.00| 98.00000 20188.00| 85.00000 17510.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0180 68040 66.000 CY | 575.00000 37950.00| 498.00000 32868.00| 410.00000 27060.00 CONCRETE CLASS A4 | | | 0190 68090 251.000 SY | 7.90000 1982.90| 10.56000 2650.56| 8.25000 2070.75 BRIDGE DECK GROOVING | | | 0200 68104 17780.000 LB | 1.97000 35026.60| 2.10000 37338.00| 2.00000 35560.00 CORROSION RESISTANT REINF. STEEL | | | 0210 68113 50000.000 LS | 105886.00000 105886.00| 125000.00000 125000.00| 130000.00000 130000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0220 68476 LUMP| 3278.00000 3278.00| 5000.00000 5000.00| 3500.00000 3500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NUMBER 6067, TYPE B| | | 0230 68490 LUMP| 275.00000 275.00| 1500.00000 1500.00| 500.00000 500.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STRUCTURE NUMBER 6067, TYPE B | | | 0240 68900 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 70000.00000 70000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NUMBER 6067 | | | 0250 69009 8.000 CY | 40.00000 320.00| 55.00000 440.00| 55.00000 440.00 POROUS BACKFILL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : B50 -3 TABULATION OF BIDS CALL ORDER : B50 CONTRACT ID : C00089234B46 COUNTIES : TAZEWELL LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) O133 |( 3 ) P316 |ELK KNOB, INC. |RANNY E. O'DELL & COMPANY, |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 69011 12.000 CY | 40.00000 480.00| 42.50000 510.00| 25.00000 300.00 STRUCTURE EXCAVATION | | | 0270 69030 6.000 CY | 2400.00000 14400.00| 1000.00000 6000.00| 800.00000 4800.00 CONCRETE CLASS A3 | | | 0280 69100 600.000 LB | 0.85000 510.00| 2.50000 1500.00| 1.00000 600.00 REINF. STEEL | | | 0290 69104 220.000 LB | 1.86000 409.20| 2.50000 550.00| 2.00000 440.00 CORROSION RESISTANT REINF. STEEL | | | SECTION TOTALS | $ 316,502.50| $ 336,693.46| $ 380,963.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,502.50| $ 336,693.46| $ 380,963.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : B96 -1 TABULATION OF BIDS CALL ORDER : B96 CONTRACT ID : C00056759N01 COUNTIES : DICKENSON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 05/01/10 COMPLETION DATE PROJECT(S) : 0658-025-452,N501 FED # NONE CONTRACT DESCRIPTION: 1.43 MI. GRADE, DRAIN & ASP. PAVE. FROM: RTE. 657 TO: RTE. 800 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 849,000.00 100.0000% 2 P316 PATRICK CONSTRUCTION, INC. $ 889,075.00 104.7203% 3 C174 CLECO CORPORATION $ 923,116.00 108.7298% 4 W048 W-L CONSTRUCTION & PAVING, INC. $ 998,170.25 117.5701% 5 E155 ELK KNOB, INC. $ 1,008,085.55 118.7380% 6 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 1,026,696.75 120.9301% 7 P522 P & J CONTRACTING, L.L.C. $ 1,330,415.10 156.7038% ==================================================================================================================================== |( 1 ) D557 |( 2 ) P316 |( 3 ) C174 |C.L. DALE CONSTRUCTION SERV |PATRICK CONSTRUCTION, INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 76410.00000 76410.00| 50000.00000 50000.00| 70000.00000 70000.00 MOBILIZATION | | | 0020 00125 LUMP| 196241.60000 196241.60| 166000.00000 166000.00| 200000.00000 200000.00 GRADING | | | 0030 00529 6.000 CY | 125.00000 750.00| 200.00000 1200.00| 200.00000 1200.00 FLOWABLE BACKFILL | | | 0040 01180 410.000 LF | 45.00000 18450.00| 20.00000 8200.00| 21.00000 8610.00 18" PIPE | | | 0050 01240 110.000 LF | 52.00000 5720.00| 26.00000 2860.00| 31.00000 3410.00 24" PIPE | | | 0060 09148 50.000 TON | 20.00000 1000.00| 17.75000 887.50| 30.00000 1500.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0070 09150 100.000 TON | 20.00000 2000.00| 17.75000 1775.00| 25.00000 2500.00 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : B96 -2 TABULATION OF BIDS CALL ORDER : B96 CONTRACT ID : C00056759N01 COUNTIES : DICKENSON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) P316 |( 3 ) C174 |C.L. DALE CONSTRUCTION SERV |PATRICK CONSTRUCTION, INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10065 3500.000 TON | 18.00000 63000.00| 16.75000 58625.00| 16.25000 56875.00 AGGR. MATL. NO. 1 | | | 0090 10128 3500.000 TON | 18.00000 63000.00| 17.50000 61250.00| 16.25000 56875.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0100 10598 1800.000 TON | 73.80000 132840.00| 76.00000 136800.00| 78.00000 140400.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-19.0A | | | 0110 10642 900.000 TON | 66.31000 59679.00| 66.00000 59400.00| 66.00000 59400.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0120 13310 25.000 LF | 80.00000 2000.00| 72.00000 1800.00| 81.00000 2025.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0130 13320 4995.000 LF | 12.50000 62437.50| 13.80000 68931.00| 13.00000 64935.00 GUARDRAIL GR-2 | | | 0140 13331 13.000 LF | 17.50000 227.50| 20.50000 266.50| 18.00000 234.00 RAD. GUARDRAIL GR-2 | | | 0150 13345 13.000 EA | 1900.00000 24700.00| 21.50000 279.50| 2000.00000 26000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13346 1.000 EA | 150.00000 150.00| 100.00000 100.00| 155.00000 155.00 REMOVE GR-7 TERMINAL | | | 0170 24100 2500.000 HR | 0.01000 25.00| 15.00000 37500.00| 22.00000 55000.00 ALLAYING DUST | | | 0180 24160 320.000 SF | 13.25000 4240.00| 16.00000 5120.00| 8.00000 2560.00 CONSTRUCTION SIGNS | | | 0190 24260 2500.000 TON | 18.00000 45000.00| 16.25000 40625.00| 16.25000 40625.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0200 24278 26000.000 DAY | 0.50000 13000.00| 1.00000 26000.00| 0.25000 6500.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24282 7000.000 HR | 0.01000 70.00| 7.50000 52500.00| 8.00000 56000.00 FLAGGER SERVICE | | | 0220 26117 450.000 TON | 20.00000 9000.00| 18.00000 8100.00| 17.25000 7762.50 DRY RIPRAP CL. AI | | | 0230 27102 1100.000 LB | 7.25000 7975.00| 8.00000 8800.00| 8.50000 9350.00 REGULAR SEED | | | 0240 27103 700.000 LB | 7.25000 5075.00| 8.00000 5600.00| 2.50000 1750.00 OVERSEEDING | | | 0250 27104 92.000 LB | 8.75000 805.00| 9.50000 874.00| 19.50000 1794.00 LEGUME SEED | | | 0260 27105 57.000 LB | 8.75000 498.75| 9.50000 541.50| 11.50000 655.50 LEGUME OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : B96 -3 TABULATION OF BIDS CALL ORDER : B96 CONTRACT ID : C00056759N01 COUNTIES : DICKENSON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) P316 |( 3 ) C174 |C.L. DALE CONSTRUCTION SERV |PATRICK CONSTRUCTION, INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27215 4.000 TON | 725.00000 2900.00| 800.00000 3200.00| 1100.00000 4400.00 FERTILIZER(15-30-15) | | | 0280 27250 22.000 TON | 140.00000 3080.00| 155.00000 3410.00| 230.00000 5060.00 LIME | | | 0290 27415 105.000 EA | 0.01000 1.05| 100.00000 10500.00| 50.00000 5250.00 CHECK DAM(ROCK) TY. II | | | 0300 27430 1460.000 CY | 0.01000 14.60| 1.00000 1460.00| 5.00000 7300.00 SILTATION CONTROL EXCAVATION | | | 0310 27505 7560.000 LF | 2.00000 15120.00| 2.75000 20790.00| 1.50000 11340.00 TEMP. SILT FENCE | | | 0320 27506 1000.000 LF | 2.00000 2000.00| 2.75000 2750.00| 1.50000 1500.00 TEMP. FILTER BARRIER | | | 0330 40080 810.000 LF | 39.00000 31590.00| 53.00000 42930.00| 15.00000 12150.00 8" WATER MAIN | | | SECTION TOTALS | $ 849,000.00| $ 889,075.00| $ 923,116.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 849,000.00| $ 889,075.00| $ 923,116.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C02 -1 TABULATION OF BIDS CALL ORDER : C02 CONTRACT ID : C00077142C01 COUNTIES : CHESTERFIELD LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/12/09 COMPLETION DATE PROJECT(S) : 0001-020-135, C501 FED # STP-5127(843) CONTRACT DESCRIPTION: 0.44 MI. GRADE, DRAIN, ASP. PAVE. CONC. INCID. & SIGNS FROM: 0.84 MILES SOUTH OF RTE 618 TO: RTE 618 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C750 COLONY CONSTRUCTION, INC. $ 277,925.85 100.0000% 2 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 284,451.01 102.3478% 3 N165 GEORGE NICE & SONS, INC. $ 290,264.00 104.4394% 4 B850 BRANSCOME, INC. $ 324,779.62 116.8584% 5 G581 K. P. GLASS CONSTRUCTION, INCORPORATED $ 331,584.02 119.3066% 6 K003 J. L. KENT & SONS, INC. $ 339,264.63 122.0702% 7 C050 RICHARD L. CROWDER CONSTRUCTION, INC. $ 349,354.33 125.7006% 8 C010 CENTRAL CONTRACTING COMPANY, INC. $ 357,786.65 128.7346% 9 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 364,232.91 131.0540% 10 J273 JIREH CONSTRUCTION COMPANY, INC. $ 435,746.81 156.7853% ==================================================================================================================================== |( 1 ) C750 |( 2 ) B028 |( 3 ) N165 |COLONY CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 11000.00000 11000.00| 43250.00000 43250.00| 25500.00000 25500.00 MOBILIZATION | | | 0020 00101 LUMP| 5700.00000 5700.00| 6992.00000 6992.00| 8250.00000 8250.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0040 00120 1962.000 CY | 12.00000 23544.00| 18.70000 36689.40| 17.00000 33354.00 REGULAR EXCAVATION | | | 0050 01152 954.000 LF | 25.00000 23850.00| 34.81000 33208.74| 26.00000 24804.00 15" CONC. PIPE | | | 0060 06855 1.000 EA | 4000.00000 4000.00| 2300.00000 2300.00| 2665.00000 2665.00 DROP INLET DI-3E,L=8' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C02 -2 TABULATION OF BIDS CALL ORDER : C02 CONTRACT ID : C00077142C01 COUNTIES : CHESTERFIELD LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C750 |( 2 ) B028 |( 3 ) N165 |COLONY CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 06856 3.000 EA | 3000.00000 9000.00| 2600.00000 7800.00| 3005.00000 9015.00 DROP INLET DI-3E,L=10' | | | 0080 06857 1.000 EA | 5000.00000 5000.00| 2800.00000 2800.00| 3195.00000 3195.00 DROP INLET DI-3E,L=12' | | | 0090 10100 904.000 TON | 15.00000 13560.00| 16.25000 14690.00| 21.00000 18984.00 AGGR. MATL. NO. 21B | | | 0100 10611 128.000 TON | 88.00000 11264.00| 61.35000 7852.80| 68.00000 8704.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0110 10630 668.000 SY | 10.00000 6680.00| 2.45000 1636.60| 7.00000 4676.00 FLEXIBLE PAVEMENT PLANING | | | 0120 10636 165.000 TON | 90.00000 14850.00| 64.40000 10626.00| 74.00000 12210.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0130 10642 191.000 TON | 85.00000 16235.00| 58.44000 11162.04| 65.00000 12415.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0140 11070 1765.000 LF | 2.00000 3530.00| 0.57000 1006.05| 0.75000 1323.75 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FLEXIBLE PAVE. 1.5" | | | 0150 12020 34.000 LF | 15.00000 510.00| 14.00000 476.00| 13.50000 459.00 STD. CURB CG-2 | | | 0160 12600 103.000 LF | 15.00000 1545.00| 14.50000 1493.50| 15.00000 1545.00 STD. COMB. CURB & GUTTER CG-6 | | | 0170 12700 1368.000 LF | 13.00000 17784.00| 14.50000 19836.00| 14.50000 19836.00 STD. COMB. CURB & GUTTER CG-7 | | | 0180 12940 93.000 SY | 52.00000 4836.00| 62.00000 5766.00| 52.00000 4836.00 ENTRANCE GUTTER CG-9D | | | 0190 13108 4.000 SY | 400.00000 1600.00| 207.00000 828.00| 550.00000 2200.00 CG-12 DETECTABLE WARNING SURFACE | | | 0200 13220 1194.000 SY | 28.00000 33432.00| 37.00000 44178.00| 31.00000 37014.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0210 24160 170.000 SF | 5.00000 850.00| 1.00000 170.00| 30.00000 5100.00 CONSTRUCTION SIGNS | | | 0220 24272 864.000 HR | 10.00000 8640.00| 0.50000 432.00| 5.00000 4320.00 TRUCK MOUNTED ATTENUATOR | | | 0230 24278 5040.000 DAY | 1.00000 5040.00| 0.05000 252.00| 0.10000 504.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24279 672.000 HR | 3.00000 2016.00| 0.50000 336.00| 6.25000 4200.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0250 24281 1752.000 HR | 1.00000 1752.00| 0.50000 876.00| 0.50000 876.00 ELECTRONIC ARROW | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C02 -3 TABULATION OF BIDS CALL ORDER : C02 CONTRACT ID : C00077142C01 COUNTIES : CHESTERFIELD LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C750 |( 2 ) B028 |( 3 ) N165 |COLONY CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24282 160.000 HR | 15.00000 2400.00| 0.50000 80.00| 10.00000 1600.00 FLAGGER SERVICE | | | 0270 24410 284.000 SY | 20.00000 5680.00| 5.47000 1553.48| 3.25000 923.00 DEMOLITION OF PAVEMENT | | | 0280 24831 1.000 EA | 1000.00000 1000.00| 250.00000 250.00| 800.00000 800.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET ... | | | 0290 27012 1.000 ACRE| 7800.00000 7800.00| 100.00000 100.00| 3900.00000 3900.00 TOPSOIL CLASS A 2" | | | 0300 27102 112.000 LB | 5.00000 560.00| 16.50000 1848.00| 12.50000 1400.00 REGULAR SEED | | | 0310 27103 70.000 LB | 10.00000 700.00| 3.00000 210.00| 7.00000 490.00 OVERSEEDING | | | 0320 27215 1.000 TON | 550.00000 550.00| 1200.00000 1200.00| 900.00000 900.00 FERTILIZER(15-30-15) | | | 0330 27250 2.000 TON | 550.00000 1100.00| 150.00000 300.00| 220.00000 440.00 LIME | | | 0340 27430 354.000 CY | 10.00000 3540.00| 0.50000 177.00| 1.00000 354.00 SILTATION CONTROL EXCAVATION | | | 0350 27460 6.000 EA | 250.00000 1500.00| 25.00000 150.00| 125.00000 750.00 DROP INLET SILT TRAP, TYPE B | | | 0360 27506 1908.000 LF | 1.25000 2385.00| 1.00000 1908.00| 1.25000 2385.00 TEMP. FILTER BARRIER | | | 0370 50108 41.000 SF | 21.20000 869.20| 26.40000 1082.40| 17.00000 697.00 SIGN PANEL | | | 0380 50900 63.000 LF | 46.20000 2910.60| 17.50000 1102.50| 36.00000 2268.00 NS TRAFFIC SIGN TRAFFIC SIGN POST, | | | STP-1, 2 1/2 "; SQ. TUBE STEEL | | | 0390 50900 11.000 LF | 43.10000 474.10| 17.50000 192.50| 15.00000 165.00 NS TRAFFIC SIGN TRAFFIC SIGN POST, | | | STP-1, 2 3/16"; SQ. TUBE STEEL | | | 0400 50900 23.000 LF | 19.40000 446.20| 17.50000 402.50| 11.00000 253.00 NS TRAFFIC SIGN TRAFFIC SIGN POST, | | | STP-1, 2"; SQ. TUBE STEEL | | | 0410 50902 7.000 EA | 185.00000 1295.00| 150.00000 1050.00| 90.00000 630.00 NS TRAFFIC SIGN TRAFFIC SIGN CONCRETE | | | FOUNDATION, STP-1 | | | 0420 50902 2.000 EA | 110.00000 220.00| 250.00000 500.00| 100.00000 200.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXIST. GRND MOUNTED SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C02 -4 TABULATION OF BIDS CALL ORDER : C02 CONTRACT ID : C00077142C01 COUNTIES : CHESTERFIELD LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C750 |( 2 ) B028 |( 3 ) N165 |COLONY CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORP |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 50902 2.000 EA | 150.00000 300.00| 50.00000 100.00| 50.00000 100.00 NS TRAFFIC SIGN TRAFFIC SIGN REM & DISP | | | OF EXIST. GRND MNTD SIGN STR | | | 0440 54032 13975.000 LF | 0.41000 5729.75| 0.39000 5450.25| 0.50000 6987.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0450 54042 65.000 LF | 5.40000 351.00| 5.50000 357.50| 6.00000 390.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0460 54100 30.000 LF | 5.80000 174.00| 9.25000 277.50| 6.50000 195.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | TYPE B, CLASS 1 PVMNT LINE MARKING 36" | | | 0470 54105 12325.000 LF | 0.44000 5423.00| 0.65000 8011.25| 0.55000 6778.75 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0480 54210 132.000 EA | 30.00000 3960.00| 0.50000 66.00| 2.25000 297.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0490 54300 5.000 EA | 68.00000 340.00| 85.00000 425.00| 75.00000 375.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 277,925.85| $ 284,451.01| $ 290,264.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,925.85| $ 284,451.01| $ 290,264.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C05 -1 TABULATION OF BIDS CALL ORDER : C05 CONTRACT ID : C00089380N01 COUNTIES : GOOCHLAND LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 09/30/09 COMPLETION DATE PROJECT(S) : (FO)PVMT-037-715,N501 FED # IM-PM04(234) CONTRACT DESCRIPTION: RESURFACING FROM: EB 2.14 MI E RT 629, WB 1.49 MI RT 621 TO: EB 3.73 MI E RT 629, WB 0.67 MI W RT 621 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 1,141,432.09 100.0000% 2 L015 LEE HY PAVING CORPORATION $ 1,228,947.03 107.6671% ==================================================================================================================================== |( 1 ) B850 |( 2 ) L015 |( ) |BRANSCOME, INC. |LEE HY PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 22500.00000 22500.00| 50000.00000 50000.00| MOBILIZATION | | | 0020 10607 1426.000 TON | 50.00000 71300.00| 57.30000 81709.80| ASPHALT CONCRETE TY. SM-12.5A | | | 0030 10610 1030.000 TON | 47.00000 48410.00| 56.29000 57978.70| ASPHALT CONCRETE TY. IM-19.0A | | | 0040 10655 4197.000 TON | 83.00000 348351.00| 78.34000 328792.98| STONE MATRIX ASPHALT SMA-19.0(76-22) | | | 0050 10700 24450.000 LF | 0.20000 4890.00| 0.20000 4890.00| RUMBLE STRIP, ASPHALT | | | 0060 10701 4730.000 SY | 1.00000 4730.00| 1.67000 7899.10| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0070 13310 13.000 LF | 75.00000 975.00| 55.00000 715.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0080 13315 11.000 EA | 500.00000 5500.00| 600.00000 6600.00| GUARDRAIL TERMINAL GR-11 | | | 0090 13320 5625.000 LF | 13.25000 74531.25| 13.75000 77343.75| GUARDRAIL GR-2 | | | 0100 13345 10.000 EA | 2100.00000 21000.00| 2200.00000 22000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C05 -2 TABULATION OF BIDS CALL ORDER : C05 CONTRACT ID : C00089380N01 COUNTIES : GOOCHLAND LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) L015 |( ) |BRANSCOME, INC. |LEE HY PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 13349 1.000 EA | 350.00000 350.00| 1000.00000 1000.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13351 3600.000 LF | 10.25000 36900.00| 10.00000 36000.00| GUARDRAIL GR-8 | | | 0130 13352 125.000 LF | 18.25000 2281.25| 13.00000 1625.00| GUARDRAIL GR-8A | | | 0140 13353 125.000 LF | 18.25000 2281.25| 13.00000 1625.00| GUARDRAIL GR-8B | | | 0150 13355 150.000 LF | 19.25000 2887.50| 19.00000 2850.00| GUARDRAIL GR-10 | | | 0160 16388 193049.000 SY | 0.16000 30887.84| 0.20000 38609.80| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0170 16403 3840.000 TON | 87.00000 334080.00| 87.48000 335923.20| STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0180 24502 6.000 EA | 100.00000 600.00| 150.00000 900.00| NS REMOVE EXIST. REMOVE EXIST. GR | | | TERMINAL | | | 0190 24601 8988.000 LF | 0.25000 2247.00| 1.90000 17077.20| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0200 54056 28650.000 LF | 3.70000 106005.00| 4.07000 116605.50| TYPE B CLASS IV PAVE. LINE MARKING 6" | | | 0210 54105 50900.000 LF | 0.25000 12725.00| 0.58000 29522.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0220 54217 160.000 EA | 50.00000 8000.00| 58.00000 9280.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 1,141,432.09| $ 1,228,947.03| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,141,432.09| $ 1,228,947.03| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C08 -1 TABULATION OF BIDS CALL ORDER : C08 CONTRACT ID : C00089389N01 COUNTIES : BRUNSWICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/23/09 COMPLETION DATE PROJECT(S) : (FO)0085-012-713,N501 FED # IM-PM04(237) CONTRACT DESCRIPTION: ASPHALT OVERLAY & GUARDRAIL UPGRADES FROM: NB RAMP FROM WEIGH SCALE [MM 22.72] TO: NB 0.07 MI. N. GREAT CREEK BRIDGE [MM27.00] SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S021 B. P. SHORT & SON PAVING CO., INC. $ 2,262,830.85 100.0000% ==================================================================================================================================== |( 1 ) S021 |( 2 ) L015 |( ) |B. P. SHORT & SON PAVING CO |LEE HY PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 111000.00000 111000.00| | MOBILIZATION | | | 0020 10497 2500.000 LB | 2.80000 7000.00| | NS PAVEMENT PAVEMENT TY B CRACK SEALANT | | | FILLER | | | 0030 10607 3673.000 TON | 54.00000 198342.00| | ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10609 7734.000 TON | 66.75000 516244.50| | ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0050 10610 2951.000 TON | 52.45000 154779.95| | ASPHALT CONCRETE TY. IM-19.0A | | | 0060 10643 4419.000 TON | 49.70000 219624.30| | ASPHALT CONCRETE TY. BM-25.0D | | | 0070 10700 46360.000 LF | 0.50000 23180.00| | RUMBLE STRIP, ASPHALT | | | 0080 10701 8602.000 SY | 1.80000 15483.60| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0090 12322 5100.000 LF | 13.20000 67320.00| | ASPHALT CONCRETE CURB TY. MC-3B | | | 0100 12505 712.000 TON | 89.00000 63368.00| | ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C08 -2 TABULATION OF BIDS CALL ORDER : C08 CONTRACT ID : C00089389N01 COUNTIES : BRUNSWICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S021 |( 2 ) L015 |( ) |B. P. SHORT & SON PAVING CO |LEE HY PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 13310 63.000 LF | 60.00000 3780.00| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0120 13315 18.000 EA | 575.00000 10350.00| | GUARDRAIL TERMINAL GR-11 | | | 0130 13320 21675.000 LF | 11.50000 249262.50| | GUARDRAIL GR-2 | | | 0140 13331 38.000 LF | 17.50000 665.00| | RAD. GUARDRAIL GR-2 | | | 0150 13345 12.000 EA | 1850.00000 22200.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13355 413.000 LF | 18.50000 7640.50| | GUARDRAIL GR-10 | | | 0170 13385 1.000 EA | 1075.00000 1075.00| | FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0180 13392 2.000 EA | 1500.00000 3000.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0190 13393 2.000 EA | 300.00000 600.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0200 13401 2.000 EA | 150.00000 300.00| | NS GUARDRAIL GUARDRAIL REMOVE EX. | | | GR-TERMINAL | | | 0210 16242 1105.000 TON | 29.45000 32542.25| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0220 16325 2210.000 TON | 68.85000 152158.50| | NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | IM-19.0D(M) | | | 0230 16388 388515.000 SY | 0.45000 174831.75| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0240 24601 21088.000 LF | 1.00000 21088.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0250 24617 300.000 LF | 8.00000 2400.00| | NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0260 24640 375.000 LF | 3.00000 1125.00| | NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER | | | 0270 54042 20.000 LF | 50.00000 1000.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C08 -3 TABULATION OF BIDS CALL ORDER : C08 CONTRACT ID : C00089389N01 COUNTIES : BRUNSWICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S021 |( 2 ) L015 |( ) |B. P. SHORT & SON PAVING CO |LEE HY PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54075 4224.000 LF | 2.50000 10560.00| | TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0290 54076 56200.000 LF | 3.05000 171410.00| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0300 54077 2500.000 LF | 4.00000 10000.00| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0310 54217 350.000 EA | 30.00000 10500.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 2,262,830.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,262,830.85| $ 1,228,947.03| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -1 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 12/01/10 COMPLETION DATE PROJECT(S) : VAR.-968-026,N501 FED # NH-PM08(226) VAR.-968-030,N501 FED # STP-PM08(248) CONTRACT DESCRIPTION: RECOATING EXISTING STRUCTURES DISTRICTWIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K129 KLICOS PAINTING COMPANY, INC. $ 2,397,375.00 100.0000% 2 S1198 SAFFO CONTRACTORS, INC. $ 2,765,998.17 115.3761% 3 B919 BLASTECH ENTERPRISES, INC. $ 3,485,000.00 145.3673% 4 M832 M & J CONSTRUCTION CO. OF PINELLAS COUNTY, INC. $ 3,538,922.00 147.6165% 5 V211 VIMAS PAINTING COMPANY, INC. $ 3,847,760.00 160.4989% 6 A219 ABHE & SVOBODA, INC. $ 6,124,500.00 255.4669% ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH 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| 5000.00000 5000.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2002 | | | 0020 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2006 | | | 0030 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2007 | | | 0040 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2013 | | | 0050 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2014 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -2 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 24265 LUMP| 5000.00000 5000.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2015 | | | 0070 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2019 | | | 0080 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2028 | | | 0090 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2036 | | | 0100 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2037 | | | 0110 24265 LUMP| 2500.00000 2500.00| 82979.94000 82979.94| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2101 | | | 0120 24265 LUMP| 2500.00000 2500.00| 82979.94000 82979.94| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2102 | | | 0130 24265 LUMP| 2500.00000 2500.00| 20744.99000 20744.99| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6573 | | | 0140 24265 LUMP| 2500.00000 2500.00| 20744.99000 20744.99| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6574 | | | 0150 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6689 | | | 0160 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6731 | | | 0170 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6748 | | | 0180 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6749 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -3 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 24265 LUMP| 2500.00000 2500.00| 41489.97000 41489.97| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6750 | | | 0200 68472 LUMP| 42639.00000 42639.00| 82979.94000 82979.94| 5000.00000 5000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2002 TYPE B | | | 0210 68472 LUMP| 46793.00000 46793.00| 82979.94000 82979.94| 130000.00000 130000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2006 TYPE B | | | 0220 68472 LUMP| 46793.00000 46793.00| 82979.94000 82979.94| 110000.00000 110000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2007 TYPE B | | | 0230 68472 LUMP| 43494.00000 43494.00| 82979.94000 82979.94| 100000.00000 100000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2013 TYPE B | | | 0240 68472 LUMP| 43494.00000 43494.00| 82979.94000 82979.94| 140000.00000 140000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2014 TYPE B | | | 0250 68472 LUMP| 52100.00000 52100.00| 82979.94000 82979.94| 140000.00000 140000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2015 TYPE B | | | 0260 68472 LUMP| 41845.00000 41845.00| 82979.94000 82979.94| 130000.00000 130000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2019 TYPE B | | | 0270 68472 LUMP| 41845.00000 41845.00| 82979.94000 82979.94| 120000.00000 120000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2028 TYPE B | | | 0280 68472 LUMP| 50421.00000 50421.00| 82979.94000 82979.94| 110000.00000 110000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2036 TYPE B | | | 0290 68472 LUMP| 50421.00000 50421.00| 82979.94000 82979.94| 100000.00000 100000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2037 TYPE B | | | 0300 68472 LUMP| 151685.00000 151685.00| 165959.88000 165959.88| 100000.00000 100000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2101 TYPE B | | | 0310 68472 LUMP| 151685.00000 151685.00| 165959.88000 165959.88| 550000.00000 550000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #2102 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -4 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 68472 LUMP| 33373.00000 33373.00| 41489.97000 41489.97| 550000.00000 550000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6573 TYPE B | | | 0330 68472 LUMP| 33373.00000 33373.00| 41489.97000 41489.97| 90000.00000 90000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6574 TYPE B | | | 0340 68472 LUMP| 52070.00000 52070.00| 82979.94000 82979.94| 90000.00000 90000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6689 TYPE B | | | 0350 68472 LUMP| 49761.00000 49761.00| 82979.94000 82979.94| 140000.00000 140000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6731 TYPE B | | | 0360 68472 LUMP| 37991.00000 37991.00| 82979.94000 82979.94| 140000.00000 140000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6748 TYPE B | | | 0370 68472 LUMP| 37991.00000 37991.00| 82979.94000 82979.94| 110000.00000 110000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6749 TYPE B | | | 0380 68472 LUMP| 46133.00000 46133.00| 82979.94000 82979.94| 110000.00000 110000.00 NS RECOAT EX. STR. RECOAT EX. STR. | | | #6750 TYPE B | | | 0390 68474 LUMP| 51785.00000 51785.00| 6915.00000 6915.00| 145000.00000 145000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2002 TYPE B | | | 0400 68474 LUMP| 57191.00000 57191.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2006 TYPE B | | | 0410 68474 LUMP| 57191.00000 57191.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2007 TYPE B | | | 0420 68474 LUMP| 53160.00000 53160.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2013 TYPE B | | | 0430 68474 LUMP| 53160.00000 53160.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2014 TYPE B | | | 0440 68474 LUMP| 63678.00000 63678.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2015 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -5 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 68474 LUMP| 51179.00000 51179.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2019 TYPE B | | | 0460 68474 LUMP| 51179.00000 51179.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2028 TYPE B | | | 0470 68474 LUMP| 61626.00000 61626.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2036 TYPE B | | | 0480 68474 LUMP| 61626.00000 61626.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2037 TYPE B | | | 0490 68474 LUMP| 185393.00000 185393.00| 13829.99000 13829.99| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2101 TYPE B | | | 0500 68474 LUMP| 185393.00000 185393.00| 13829.99000 13829.99| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #2102 TYPE B | | | 0510 68474 LUMP| 31568.00000 31568.00| 3457.50000 3457.50| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6573 TYPE B | | | 0520 68474 LUMP| 31568.00000 31568.00| 3457.50000 3457.50| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6574 TYPE B | | | 0530 68474 LUMP| 63642.00000 63642.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6689 TYPE B | | | 0540 68474 LUMP| 60820.00000 60820.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6731 TYPE B | | | 0550 68474 LUMP| 38212.00000 38212.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6748 TYPE B | | | 0560 68474 LUMP| 38212.00000 38212.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6749 TYPE B | | | 0570 68474 LUMP| 56385.00000 56385.00| 6915.00000 6915.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY #6750 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -6 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 10000.00000 10000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2002 TYPE B | | | 0590 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2006 TYPE B | | | 0600 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2007 TYPE B | | | 0610 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2013 TYPE B | | | 0620 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2014 TYPE B | | | 0630 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2015 TYPE B | | | 0640 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2019 TYPE B | | | 0650 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2028 TYPE B | | | 0660 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2036 TYPE B | | | 0670 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2037 TYPE B | | | 0680 68490 LUMP| 2000.00000 2000.00| 13829.99000 13829.99| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2101 TYPE B | | | 0690 68490 LUMP| 2000.00000 2000.00| 13829.99000 13829.99| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #2102 TYPE B | | | 0700 68490 LUMP| 2000.00000 2000.00| 3457.50000 3457.50| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6573 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C09 -7 TABULATION OF BIDS CALL ORDER : C09 CONTRACT ID : C00089818B01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) S1198 |( 3 ) B919 |KLICOS PAINTING COMPANY, IN |SAFFO CONTRACTORS, INC. |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 68490 LUMP| 2000.00000 2000.00| 3457.50000 3457.50| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6574 TYPE B | | | 0720 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6689 TYPE B | | | 0730 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6731 TYPE B | | | 0740 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6748 TYPE B | | | 0750 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6749 TYPE B | | | 0760 68490 LUMP| 2000.00000 2000.00| 6915.00000 6915.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL #6750 TYPE B | | | SECTION TOTALS | $ 2,397,375.00| $ 2,765,998.17| $ 3,485,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,397,375.00| $ 2,765,998.17| $ 3,485,000.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C10 -1 TABULATION OF BIDS CALL ORDER : C10 CONTRACT ID : C00062692M01 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/20/09 COMPLETION DATE PROJECT(S) : 0236-029-122, M501 FED # STP-5401(919) 0236-029-122, M501 FED # STP-5401(919) 0236-029-123,M501 FED # STP-5401(920) CONTRACT DESCRIPTION: 0.25 MI. GRADE, DRAIN & ASPH. PAVE. FR: 0.125 MI. W. RTE. 620 TO: 0.125 MI. E. RTE. 620 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F373 FINLEY ASPHALT & SEALING, INC. $ 662,118.00 100.0000% 2 A477 ARTHUR CONSTRUCTION CO., INC. $ 679,995.75 102.7001% 3 A571 A & W CONTRACTING CORPORATION $ 692,949.80 104.6565% 4 A648 A & M CONCRETE CORP. $ 707,871.60 106.9102% 5 T131 TAVARES CONCRETE CO., INC. $ 717,646.80 108.3865% 6 M008 MARTIN AND GASS, INCORPORATED $ 719,475.95 108.6628% 7 S1016 SAGRES CONSTRUCTION CORPORATION $ 766,723.00 115.7985% 8 W613 WUNNA CONTRACTING CORPORATION $ 782,939.80 118.2478% 9 F034 FORT MYER CONSTRUCTION CORPORATION $ 833,461.06 125.8780% ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A571 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & W CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 22635.02000 22635.02| 16050.00000 16050.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 00101 LUMP| 6210.00000 6210.00| 5900.00000 5900.00| 6213.00000 6213.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 75993.00000 75993.00| 21875.00000 21875.00| 61000.00000 61000.00 GRADING | | | 0040 00270 500.000 TON | 25.50000 12750.00| 22.00000 11000.00| 1.00000 500.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C10 -2 TABULATION OF BIDS CALL ORDER : C10 CONTRACT ID : C00062692M01 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A571 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & W CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00355 500.000 SY | 1.50000 750.00| 2.00000 1000.00| 1.50000 750.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0060 00588 1430.000 LF | 8.00000 11440.00| 10.00000 14300.00| 10.00000 14300.00 UNDERDRAIN UD-4 | | | 0070 00595 5.000 LF | 8.00000 40.00| 200.00000 1000.00| 16.00000 80.00 OUTLET PIPE | | | 0080 01150 230.000 LF | 50.15000 11534.50| 69.50000 15985.00| 54.00000 12420.00 15" PIPE | | | 0090 06819 2.000 EA | 3567.00000 7134.00| 3100.00000 6200.00| 2627.00000 5254.00 DROP INLET DI-3B,L=8' | | | 0100 08990 2.000 EA | 3960.00000 7920.00| 4500.00000 9000.00| 4125.00000 8250.00 NS DROP INLET DROP INLET DI-3B SHALLOW | | | WITH TWO OPENINGS, L=8' | | | 0110 08990 2.000 EA | 3360.00000 6720.00| 5750.00000 11500.00| 5286.00000 10572.00 NS DROP INLET DROP INLET DI-3B WITH TWO | | | OPENINGS, L=8' | | | 0120 08990 1.000 EA | 3876.00000 3876.00| 2800.00000 2800.00| 2398.00000 2398.00 NS DROP INLET DROP INLET DI-3C SHALLOW, | | | L=8' | | | 0130 09057 1.000 EA | 300.00000 300.00| 425.00000 425.00| 381.00000 381.00 FRAME & COVER MH-1 | | | 0140 10128 1500.000 TON | 27.50000 41250.00| 21.00000 31500.00| 25.00000 37500.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10610 138.000 TON | 90.00000 12420.00| 85.00000 11730.00| 86.00000 11868.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10630 24800.000 SY | 1.50000 37200.00| 2.75000 68200.00| 3.00000 74400.00 FLEXIBLE PAVEMENT PLANING | | | 0170 10636 1250.000 TON | 80.00000 100000.00| 85.00000 106250.00| 87.00000 108750.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0180 10642 77.000 TON | 90.00000 6930.00| 85.00000 6545.00| 70.00000 5390.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0190 11070 3220.000 LF | 3.00000 9660.00| 1.00000 3220.00| 5.00000 16100.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0200 12020 285.000 LF | 20.50000 5842.50| 20.00000 5700.00| 16.00000 4560.00 STD. CURB CG-2 | | | 0210 12600 741.000 LF | 20.50000 15190.50| 20.00000 14820.00| 21.50000 15931.50 STD. COMB. CURB & GUTTER CG-6 | | | 0220 12610 162.000 LF | 20.50000 3321.00| 20.00000 3240.00| 21.50000 3483.00 RADIAL COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C10 -3 TABULATION OF BIDS CALL ORDER : C10 CONTRACT ID : C00062692M01 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A571 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & W CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 13108 11.000 SY | 45.00000 495.00| 180.00000 1980.00| 174.00000 1914.00 CG-12 DETECTABLE WARNING SURFACE | | | 0240 13220 105.000 SY | 31.50000 3307.50| 44.50000 4672.50| 38.00000 3990.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0250 21110 377.000 SY | 48.00000 18096.00| 129.95000 48991.15| 82.00000 30914.00 MEDIAN STRIP MS-1A | | | 0260 21215 85.000 LF | 20.50000 1742.50| 30.00000 2550.00| 32.00000 2720.00 MEDIAN STRIP MS-2 | | | 0270 24160 900.000 SF | 7.00000 6300.00| 10.00000 9000.00| 16.00000 14400.00 CONSTRUCTION SIGNS | | | 0280 24272 1600.000 HR | 15.00000 24000.00| 10.00000 16000.00| 1.10000 1760.00 TRUCK MOUNTED ATTENUATOR | | | 0290 24278 12000.000 DAY | 1.00000 12000.00| 0.50000 6000.00| 0.75000 9000.00 GROUP 2 CHANNELIZING DEVICES | | | 0300 24279 6500.000 HR | 5.00000 32500.00| 10.00000 65000.00| 3.25000 21125.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0310 24281 2300.000 HR | 8.00000 18400.00| 5.00000 11500.00| 3.25000 7475.00 ELECTRONIC ARROW | | | 0320 24282 370.000 HR | 22.00000 8140.00| 19.00000 7030.00| 13.00000 4810.00 FLAGGER SERVICE | | | 0330 24430 1000.000 SY | 12.00000 12000.00| 4.50000 4500.00| 5.40000 5400.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0340 24702 1.000 EA | 1000.00000 1000.00| 500.00000 500.00| 545.00000 545.00 NS REMOVE EXIST. REMOVE EXIST BUS | | | SHELTER | | | 0350 24801 4.000 EA | 1000.00000 4000.00| 600.00000 2400.00| 545.00000 2180.00 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET .. | | | 0360 24831 1.000 EA | 3500.00000 3500.00| 5500.00000 5500.00| 1035.00000 1035.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET CONVERT TOJUNCTION BOX | | | 0370 24832 1.000 EA | 750.00000 750.00| 450.00000 450.00| 545.00000 545.00 NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE . . | | | 0380 27430 20.000 CY | 10.00000 200.00| 25.00000 500.00| 1.00000 20.00 SILTATION CONTROL EXCAVATION | | | 0390 27450 1.000 EA | 150.00000 150.00| 125.00000 125.00| 327.00000 327.00 DROP INLET SILT TRAP, TYPE A | | | 0400 27460 9.000 EA | 150.00000 1350.00| 125.00000 1125.00| 327.00000 2943.00 DROP INLET SILT TRAP, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C10 -4 TABULATION OF BIDS CALL ORDER : C10 CONTRACT ID : C00062692M01 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A571 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & W CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 27505 400.000 LF | 2.00000 800.00| 3.00000 1200.00| 3.25000 1300.00 TEMP. SILT FENCE | | | 0420 38935 1.000 EA | 8700.00000 8700.00| 6400.00000 6400.00| 8240.00000 8240.00 NS COMMUTER COMMUTER BUS SHELTER | | | 0430 41104 21.000 EA | 100.00000 2100.00| 275.00000 5775.00| 272.00000 5712.00 ADJUST EXIST. VALVE BOX | | | 0440 42765 1.000 EA | 300.00000 300.00| 300.00000 300.00| 327.00000 327.00 ADJUST EXIST FRAME & COVER | | | 0450 50108 33.000 SF | 18.64000 615.12| 43.50000 1435.50| 27.00000 891.00 SIGN PANEL | | | 0460 50759 19.000 EA | 100.00000 1900.00| 95.00000 1805.00| 327.00000 6213.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0470 50860 7.000 EA | 100.00000 700.00| 50.00000 350.00| 109.00000 763.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 0480 50867 7.000 EA | 100.00000 700.00| 50.00000 350.00| 109.00000 763.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0490 50900 291.000 LF | 23.90000 6954.90| 26.75000 7784.25| 25.00000 7275.00 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL POST (2") | | | 0500 50901 69.000 SF | 47.00000 3243.00| 36.00000 2484.00| 49.00000 3381.00 NS TRAFFIC SIGN TRAFFIC SIGN PANEL | | | (INCLUDES HARDWARE) | | | 0510 51184 3.000 EA | 196.00000 588.00| 282.00000 846.00| 212.00000 636.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0520 51240 2.000 EA | 463.50000 927.00| 822.25000 1644.50| 425.00000 850.00 CONCRETE FOUNDATION PF-2 | | | 0530 51600 38.000 LF | 5.15000 195.70| 2.65000 100.70| 3.00000 114.00 14/2 CONDUCTOR CABLE | | | 0540 51607 561.000 LF | 1.75000 981.75| 0.85000 476.85| 2.00000 1122.00 14/7 CONDUCTOR CABLE | | | 0550 51615 2069.000 LF | 0.41000 848.29| 1.60000 3310.40| 6.00000 12414.00 14/1 ENCLOSED COND. CABLE | | | 0560 51700 708.000 LF | 3.09000 2187.72| 1.70000 1203.60| 1.00000 708.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0570 51830 1.000 EA | 190.55000 190.55| 185.00000 185.00| 201.00000 201.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0580 51910 2069.000 LF | 6.69000 13841.61| 7.00000 14483.00| 4.50000 9310.50 SAW CUT | | | 0590 51951 7.000 EA | 103.00000 721.00| 144.00000 1008.00| 344.00000 2408.00 INSTALL SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C10 -5 TABULATION OF BIDS CALL ORDER : C10 CONTRACT ID : C00062692M01 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A571 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & W CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 51961 1.000 EA | 721.00000 721.00| 625.00000 625.00| 545.00000 545.00 NS MODIFY MODIFY EXISTING CONTROLLER | | | 0610 51962 2.000 EA | 515.00000 1030.00| 375.00000 750.00| 599.00000 1198.00 NS RELOCATE RELOCATE EXIST.SIG.EQUIP. | | | PED. POLE | | | 0620 52000 LUMP| 515.00000 515.00| 1225.00000 1225.00| 299.00000 299.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE-DISPOSE EXIST. | | | SIGNAL EQUIPMENT | | | 0630 52000 LUMP| 3605.00000 3605.00| 5600.00000 5600.00| 1635.00000 1635.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. SIGNALIZATION | | | 0640 52002 1.000 EA | 2730.00000 2730.00| 2760.00000 2760.00| 2888.00000 2888.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 0650 52002 8.000 EA | 283.25000 2266.00| 280.00000 2240.00| 250.00000 2000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 0660 52002 1.000 EA | 3090.00000 3090.00| 2370.00000 2370.00| 2289.00000 2289.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 0670 54042 1208.000 LF | 4.32000 5218.56| 4.80000 5798.40| 4.50000 5436.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0680 54075 4450.000 LF | 2.18000 9701.00| 3.60000 16020.00| 2.30000 10235.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0690 54076 1568.000 LF | 3.11000 4876.48| 4.90000 7683.20| 3.35000 5252.80 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0700 54077 190.000 LF | 4.34000 824.60| 6.35000 1206.50| 4.60000 874.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0710 54100 290.000 LF | 10.71000 3105.90| 19.50000 5655.00| 12.40000 3596.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI PAVE.LINE MARK. 24" | | | 0720 54300 18.000 EA | 70.04000 1260.72| 92.00000 1656.00| 81.00000 1458.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0730 54310 1.000 EA | 113.30000 113.30| 145.00000 145.00| 130.00000 130.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C10 -6 TABULATION OF BIDS CALL ORDER : C10 CONTRACT ID : C00062692M01 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A477 |( 3 ) A571 |FINLEY ASPHALT & SEALING, I |ARTHUR CONSTRUCTION CO., IN |A & W CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 54400 6.000 EA | 267.80000 1606.80| 345.00000 2070.00| 299.00000 1794.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0750 54424 14.000 EA | 50.47000 706.58| 35.00000 490.00| 65.00000 910.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 0760 54425 10.000 EA | 135.96000 1359.60| 60.00000 600.00| 147.00000 1470.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 0770 54466 8000.000 LF | 1.51000 12080.00| 0.60000 4800.00| 1.60000 12800.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0780 54510 8000.000 LF | 0.98000 7840.00| 0.40000 3200.00| 1.10000 8800.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0790 55060 38.000 LF | 5.15000 195.70| 2.90000 110.20| 2.00000 76.00 6 CONDUCTOR CABLE | | | 0800 56006 2.000 EA | 824.00000 1648.00| 966.00000 1932.00| 474.00000 948.00 JUNCTION BOX JB-3A, 3B OR 3C | | | 0810 56022 120.000 LF | 12.36000 1483.20| 16.10000 1932.00| 9.00000 1080.00 1" METAL CONDUIT | | | 0820 56034 220.000 LF | 4.64000 1020.80| 6.70000 1474.00| 4.50000 990.00 3" CONDUIT | | | 0830 56200 340.000 LF | 4.64000 1577.60| 7.20000 2448.00| 7.10000 2414.00 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 662,118.00| $ 679,995.75| $ 692,949.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 662,118.00| $ 679,995.75| $ 692,949.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -1 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/30/11 COMPLETION DATE PROJECT(S) : R000-070-101, C501 FED # HPD-070-2(010) R000-070-101, C501 FED # HPD-070-2(010) R000-070-101, C501 FED # HPD-070-2(010) OTHERS CONTRACT DESCRIPTION: RTE 8 -GRADE, DRAIN, STABILIZE TWO LANE ROADWAY FROM: INT. ROUTE 58 TO: 0.362 MI. SOUTH ROUTE 58 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S138 SOWERS CONSTRUCTION CO., INC. $ 2,698,486.92 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,928,545.99 108.5255% 3 B319 BRANCH HIGHWAYS, INC. $ 2,953,268.80 109.4417% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 3,155,882.30 116.9501% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 3,499,037.50 129.6666% 6 E009 W. C. ENGLISH, INCORPORATED $ 3,592,159.58 133.1175% 7 K108 KANAWHA STONE COMPANY, INC. $ 3,698,418.76 137.0553% 8 D172 DLB, INC. $ 3,794,867.00 140.6294% ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 156000.00000 156000.00| 100000.00000 100000.00| 175000.00000 175000.00 MOBILIZATION | | | 0020 00101 LUMP| 28000.00000 28000.00| 60340.61000 60340.61| 24750.00000 24750.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 10000.00000 10000.00| 30790.53000 30790.53| 46100.00000 46100.00 CLEARING AND GRUBBING | | | 0040 00120 16231.000 CY | 10.41000 168964.71| 8.16000 132444.96| 10.00000 162310.00 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -2 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00140 24410.000 CY | 6.00000 146460.00| 9.30000 227013.00| 10.00000 244100.00 BORROW EXCAVATION | | | 0060 00211 1323.000 CY | 12.00000 15876.00| 16.50000 21829.50| 14.00000 18522.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00505 67.000 TON | 30.00000 2010.00| 21.32000 1428.44| 18.00000 1206.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0080 00506 130.000 TON | 40.00000 5200.00| 26.65000 3464.50| 25.00000 3250.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. NO. 57 | | | 0090 00525 80.000 CY | 950.00000 76000.00| 775.87000 62069.60| 865.00000 69200.00 CONCRETE CLASS A3 MISC. | | | 0100 00529 25.000 CY | 300.00000 7500.00| 159.60000 3990.00| 270.00000 6750.00 FLOWABLE BACKFILL | | | 0110 00540 4674.000 LB | 0.50000 2337.00| 0.01000 46.74| 0.10000 467.40 REINF. STEEL | | | 0120 00560 200.000 LB | 0.50000 100.00| 0.01000 2.00| 0.10000 20.00 STRUCTURAL STEEL JB-1 | | | 0130 00580 225.000 LF | 18.00000 4050.00| 19.90000 4477.50| 16.00000 3600.00 UNDERDRAIN UD-1 | | | 0140 00590 102.000 LF | 20.00000 2040.00| 19.90000 2029.80| 20.00000 2040.00 COMB. UNDERDRAIN CD-1 | | | 0150 00595 23.000 LF | 30.00000 690.00| 19.90000 457.70| 12.00000 276.00 OUTLET PIPE | | | 0160 00596 1.000 EA | 500.00000 500.00| 682.93000 682.93| 315.00000 315.00 ENDWALL EW-12 | | | 0170 01152 48.000 LF | 62.00000 2976.00| 37.58000 1803.84| 35.00000 1680.00 15" CONC. PIPE | | | 0180 01182 869.000 LF | 65.00000 56485.00| 40.73000 35394.37| 40.00000 34760.00 18" CONC. PIPE | | | 0190 01242 1936.000 LF | 75.00000 145200.00| 56.53000 109442.08| 65.00000 125840.00 24" CONC. PIPE | | | 0200 01302 305.000 LF | 90.00000 27450.00| 94.62000 28859.10| 73.00000 22265.00 30" CONC. PIPE | | | 0210 01362 270.000 LF | 100.00000 27000.00| 98.83000 26684.10| 90.00000 24300.00 36" CONC. PIPE | | | 0220 01422 75.000 LF | 115.00000 8625.00| 133.79000 10034.25| 115.00000 8625.00 42" CONC. PIPE | | | 0230 01602 396.000 LF | 180.00000 71280.00| 292.36000 115774.56| 350.00000 138600.00 60" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -3 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 02090 350.000 LF | 24.00000 8400.00| 26.44000 9254.00| 54.00000 18900.00 NS PIPE PIPE 8" SLOTTED PIPE | | | (SCHEDULE 80 PVC) | | | 0250 06181 1.000 EA | 800.00000 800.00| 815.59000 815.59| 450.00000 450.00 18" END SECTION ES-1 | | | 0260 06495 1.000 EA | 800.00000 800.00| 899.70000 899.70| 485.00000 485.00 NS END SECTION END SECTION MODIFIED | | | EW-12 | | | 0270 06740 3.000 EA | 1500.00000 4500.00| 1601.18000 4803.54| 2500.00000 7500.00 DROP INLET DI-1 | | | 0280 06819 12.000 EA | 3200.00000 38400.00| 2503.16000 30037.92| 2800.00000 33600.00 DROP INLET DI-3B,L=8' | | | 0290 06820 3.000 EA | 3000.00000 9000.00| 2636.67000 7910.01| 3000.00000 9000.00 DROP INLET DI-3B,L=10' | | | 0300 06821 8.000 EA | 3600.00000 28800.00| 3259.28000 26074.24| 4000.00000 32000.00 DROP INLET DI-3B,L=12' | | | 0310 06825 1.000 EA | 4250.00000 4250.00| 4035.75000 4035.75| 4500.00000 4500.00 DROP INLET DI-3B,L=20' | | | 0320 06827 1.000 EA | 3000.00000 3000.00| 2735.57000 2735.57| 3500.00000 3500.00 DROP INLET DI-3BB,L=6' | | | 0330 06828 2.000 EA | 4750.00000 9500.00| 4258.72000 8517.44| 4800.00000 9600.00 DROP INLET DI-3BB,L=8' | | | 0340 06829 3.000 EA | 3500.00000 10500.00| 3456.33000 10368.99| 4000.00000 12000.00 DROP INLET DI-3BB,L=10' | | | 0350 07112 1.000 EA | 4000.00000 4000.00| 3816.08000 3816.08| 4500.00000 4500.00 DROP INLET DI-4B,L=8' | | | 0360 07114 2.000 EA | 4550.00000 9100.00| 4300.87000 8601.74| 5000.00000 10000.00 DROP INLET DI-4B,L=10' | | | 0370 07506 2.000 EA | 2250.00000 4500.00| 2227.86000 4455.72| 3000.00000 6000.00 DROP INLET DI-5 | | | 0380 07510 1.000 EA | 2000.00000 2000.00| 2013.90000 2013.90| 3500.00000 3500.00 DROP INLET DI-7A | | | 0390 09056 47.000 LF | 250.00000 11750.00| 278.30000 13080.10| 400.00000 18800.00 MANHOLE MH-1 OR 2 | | | 0400 09057 10.000 EA | 350.00000 3500.00| 326.23000 3262.30| 400.00000 4000.00 FRAME & COVER MH-1 | | | 0410 09150 216.000 TON | 40.00000 8640.00| 32.01000 6914.16| 40.00000 8640.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0420 09185 199.000 SY | 55.00000 10945.00| 40.47000 8053.53| 45.00000 8955.00 PAVED DITCH PG-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -4 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 09215 80.000 SY | 55.00000 4400.00| 67.44000 5395.20| 65.00000 5200.00 PAVED DITCH PG-5 | | | 0440 09250 16.000 EA | 500.00000 8000.00| 472.44000 7559.04| 500.00000 8000.00 SLOPE DRAIN | | | 0450 10065 4547.000 TON | 24.00000 109128.00| 25.65000 116630.55| 30.00000 136410.00 AGGR. MATL. NO. 1 | | | 0460 10128 6138.000 TON | 19.50000 119691.00| 21.90000 134422.20| 21.00000 128898.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0470 10416 2133.000 GAL | 2.50000 5332.50| 3.20000 6825.60| 2.30000 4905.90 LIQUID ASPHALT | | | 0480 10480 40.000 TON | 50.00000 2000.00| 81.50000 3260.00| 35.70000 1428.00 COVER MATL. AGGR. NO. 8 | | | 0490 10610 914.000 TON | 63.55000 58084.70| 63.55000 58084.70| 63.50000 58039.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0500 10630 1465.000 SY | 5.00000 7325.00| 3.09000 4526.85| 2.40000 3516.00 FLEXIBLE PAVEMENT PLANING | | | 0510 10635 990.000 TON | 65.95000 65290.50| 65.95000 65290.50| 66.00000 65340.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0520 10642 2333.000 TON | 57.75000 134730.75| 57.75000 134730.75| 58.00000 135314.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0530 12600 3465.000 LF | 18.50000 64102.50| 19.11000 66216.15| 18.00000 62370.00 STD. COMB. CURB & GUTTER CG-6 | | | 0540 12610 853.000 LF | 19.00000 16207.00| 20.23000 17256.19| 19.00000 16207.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0550 12940 95.000 SY | 25.00000 2375.00| 73.06000 6940.70| 68.00000 6460.00 ENTRANCE GUTTER CG-9D | | | 0560 13102 151.000 LF | 25.00000 3775.00| 21.36000 3225.36| 20.00000 3020.00 RADIAL COMB. CURB & GUTTER CG-11 | | | 0570 13108 10.000 SY | 250.00000 2500.00| 410.28000 4102.80| 365.00000 3650.00 CG-12 DETECTABLE WARNING SURFACE | | | 0580 13220 302.000 SY | 38.00000 11476.00| 39.34000 11880.68| 36.00000 10872.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0590 13310 38.000 LF | 90.00000 3420.00| 101.16000 3844.08| 80.00000 3040.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0600 13312 2.000 EA | 2000.00000 4000.00| 2248.10000 4496.20| 1800.00000 3600.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0610 13320 2525.000 LF | 13.25000 33456.25| 14.89000 37597.25| 12.50000 31562.50 GUARDRAIL GR-2 | | | 0620 13331 500.000 LF | 16.75000 8375.00| 18.83000 9415.00| 16.00000 8000.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -5 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 13345 3.000 EA | 1900.00000 5700.00| 2135.69000 6407.07| 2000.00000 6000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0640 13349 5.000 EA | 1000.00000 5000.00| 764.35000 3821.75| 300.00000 1500.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0650 24100 700.000 HR | 20.00000 14000.00| 5.00000 3500.00| 35.00000 24500.00 ALLAYING DUST | | | 0660 24152 10.000 EA | 300.00000 3000.00| 258.53000 2585.30| 250.00000 2500.00 TYPE III BARRICADE 8' | | | 0670 24160 1466.000 SF | 15.00000 21990.00| 14.61000 21418.26| 13.00000 19058.00 CONSTRUCTION SIGNS | | | 0680 24260 900.000 TON | 21.00000 18900.00| 19.67000 17703.00| 18.00000 16200.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0690 24278 4000.000 DAY | 1.00000 4000.00| 0.28000 1120.00| 0.25000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0700 24282 4400.000 HR | 18.00000 79200.00| 20.24000 89056.00| 14.00000 61600.00 FLAGGER SERVICE | | | 0710 24288 2000.000 DAY | 1.50000 3000.00| 1.41000 2820.00| 1.25000 2500.00 WARNING LIGHT TY. B | | | 0720 24400 18.000 UNIT| 500.00000 9000.00| 419.04000 7542.72| 125.00000 2250.00 OBSCURING ROADWAY | | | 0730 24420 1107.000 SY | 4.00000 4428.00| 2.28000 2523.96| 3.00000 3321.00 DEMOLITION OF PAVEMENT (RIGID) | | | 0740 24430 3208.000 SY | 4.00000 12832.00| 3.32000 10650.56| 3.00000 9624.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0750 24601 320.000 LF | 5.00000 1600.00| 2.25000 720.00| 8.00000 2560.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0760 24801 3.000 EA | 500.00000 1500.00| 373.82000 1121.46| 1000.00000 3000.00 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET .. | | | 0770 24802 7.000 EA | 500.00000 3500.00| 373.83000 2616.81| 1000.00000 7000.00 NS REMOVE EXIST. MANHOLE REMOVE EXIST. | | | MANHOLE .. | | | 0780 25506 23.000 MO | 1800.00000 41400.00| 1231.49000 28324.27| 1900.00000 43700.00 FIELD OFFICE TY.II | | | 0790 26127 1998.000 TON | 37.00000 73926.00| 44.47000 88851.06| 40.00000 79920.00 DRY RIPRAP CL.I 26" | | | 0800 26239 70.000 TON | 50.00000 3500.00| 53.08000 3715.60| 45.00000 3150.00 DRY RIPRAP CL.II 38" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -6 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 26271 2827.000 TON | 31.00000 87637.00| 41.62000 117659.74| 35.00000 98945.00 NS DRY RIPRAP DRY RIPRAP CL A1 | | | 0820 27012 1.000 ACRE| 12500.00000 12500.00| 2810.12000 2810.12| 2000.00000 2000.00 TOPSOIL CLASS A 2" | | | 0830 27102 1270.000 LB | 8.25000 10477.50| 9.27000 11772.90| 8.50000 10795.00 REGULAR SEED | | | 0840 27103 800.000 LB | 6.00000 4800.00| 6.74000 5392.00| 6.00000 4800.00 OVERSEEDING | | | 0850 27104 115.000 LB | 16.00000 1840.00| 17.98000 2067.70| 16.00000 1840.00 LEGUME SEED | | | 0860 27105 72.000 LB | 14.00000 1008.00| 15.74000 1133.28| 14.00000 1008.00 LEGUME OVERSEEDING | | | 0870 27215 3.000 TON | 650.00000 1950.00| 730.63000 2191.89| 650.00000 1950.00 FERTILIZER(15-30-15) | | | 0880 27250 19.000 TON | 105.00000 1995.00| 118.03000 2242.57| 105.00000 1995.00 LIME | | | 0890 27284 315.000 SY | 0.52000 163.80| 0.58000 182.70| 0.60000 189.00 EROSION CONTROL MULCH | | | 0900 27321 230.000 SY | 1.80000 414.00| 2.02000 464.60| 2.00000 460.00 PROTECTIVE COVERING EC-2 | | | 0910 27410 4.000 EA | 300.00000 1200.00| 249.41000 997.64| 200.00000 800.00 CHECK DAM, ROCK TY. I | | | 0920 27415 30.000 EA | 200.00000 6000.00| 249.40000 7482.00| 175.00000 5250.00 CHECK DAM(ROCK) TY. II | | | 0930 27430 1210.000 CY | 5.00000 6050.00| 0.57000 689.70| 5.00000 6050.00 SILTATION CONTROL EXCAVATION | | | 0940 27450 5.000 EA | 500.00000 2500.00| 249.40000 1247.00| 150.00000 750.00 DROP INLET SILT TRAP, TYPE A | | | 0950 27460 32.000 EA | 300.00000 9600.00| 249.40000 7980.80| 200.00000 6400.00 DROP INLET SILT TRAP, TYPE B | | | 0960 27505 4504.000 LF | 3.00000 13512.00| 1.29000 5810.16| 2.00000 9008.00 TEMP. SILT FENCE | | | 0970 27545 4432.000 CY | 7.00000 31024.00| 16.74000 74191.68| 7.50000 33240.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0980 27550 6.000 LF | 1000.00000 6000.00| 1029.01000 6174.06| 725.00000 4350.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 0990 27552 268.000 TON | 28.00000 7504.00| 24.52000 6571.36| 20.00000 5360.00 NS NO. 57 STONE NO. 57 STONE SWM BASIN | | | BACKFILL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -7 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 27580 140.000 CY | 20.00000 2800.00| 26.19000 3666.60| 20.00000 2800.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 1010 38900 64.000 EA | 10.14000 648.96| 11.40000 729.60| 10.25000 656.00 NS PLANT OR TREE PLANT OR TREE BLACK | | | LOCUST (24") HT. CONT. | | | 1020 38900 194.000 EA | 6.69000 1297.86| 7.52000 1458.88| 7.00000 1358.00 NS PLANT OR TREE PLANT OR TREE HAZEL | | | ALDER (24") LIVE STAKE | | | 1030 38900 64.000 EA | 6.69000 428.16| 7.52000 481.28| 7.00000 448.00 NS PLANT OR TREE PLANT OR TREE RED | | | MAPLE (24") HT. CONT. | | | 1040 38900 194.000 EA | 7.95000 1542.30| 8.91000 1728.54| 8.00000 1552.00 NS PLANT OR TREE PLANT OR TREE SILKY | | | DOGWOOD (24") LIVE STAKE | | | 1050 38900 194.000 EA | 10.27000 1992.38| 11.54000 2238.76| 10.50000 2037.00 NS PLANT OR TREE PLANT OR TREE SPICE | | | BUSH (24") LIVE STAKE | | | 1060 38900 64.000 EA | 6.69000 428.16| 7.52000 481.28| 7.00000 448.00 NS PLANT OR TREE PLANT OR TREE SWAMP | | | WHITE OAK (24") HT. CONT. | | | 1070 38900 66.000 EA | 6.69000 441.54| 7.52000 496.32| 7.00000 462.00 NS PLANT OR TREE PLANT OR TREE YELLOW | | | POPLAR (24") HT. CONT. | | | 1080 38950 258.000 EA | 0.91000 234.78| 1.02000 263.16| 1.00000 258.00 NS LANDSCAPE LANDSCAPE TREE MAT | | | 1090 38950 258.000 EA | 6.69000 1726.02| 7.52000 1940.16| 7.00000 1806.00 NS LANDSCAPE LANDSCAPE TREE SHELTER | | | 1100 38953 LUMP| 5000.00000 5000.00| 97598.59000 97598.59| 45000.00000 45000.00 NS LANDSCAPE LANDSCAPE STREAM RELOCATIO | | | 1110 39004 30.000 LB | 20.00000 600.00| 22.48000 674.40| 20.00000 600.00 NS SEED MIXTURE SEED MIXTURE .. | | | 1120 40002 3.000 LF | 12.00000 36.00| 13.49000 40.47| 12.00000 36.00 3/4" WATER SERVICE LINE | | | 1130 40003 153.000 LF | 13.00000 1989.00| 14.61000 2235.33| 13.00000 1989.00 1" WATER SERVICE LINE | | | 1140 40061 914.000 LF | 39.00000 35646.00| 43.84000 40069.76| 39.00000 35646.00 6" DI WATER MAIN | | | 1150 40081 239.000 LF | 42.00000 10038.00| 47.21000 11283.19| 42.00000 10038.00 8" DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -8 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 41006 3.000 EA | 800.00000 2400.00| 899.24000 2697.72| 800.00000 2400.00 6" GATE VALVE & BOX | | | 1170 41008 2.000 EA | 1200.00000 2400.00| 1348.86000 2697.72| 1200.00000 2400.00 8" GATE VALVE & BOX | | | 1180 41395 2.000 EA | 3410.00000 6820.00| 3833.01000 7666.02| 3410.00000 6820.00 6" X 6" TAPPING SLEEVE VALVE & BOX | | | 1190 41820 1.000 EA | 3000.00000 3000.00| 3372.15000 3372.15| 3000.00000 3000.00 FIRE HYDRANT | | | 1200 41835 1.000 EA | 1065.00000 1065.00| 1197.11000 1197.11| 1065.00000 1065.00 1" AIR RELEASE VALVE & MANHOLE | | | 1210 41976 1.000 EA | 822.00000 822.00| 923.97000 923.97| 822.00000 822.00 RELOC. EXIST. WATER METER & BOX | | | 1220 42044 120.000 LF | 31.00000 3720.00| 34.85000 4182.00| 31.00000 3720.00 4" SANITARY SERVICE LATERAL CONNECTION | | | 1230 42060 341.000 LF | 48.00000 16368.00| 53.95000 18396.95| 48.00000 16368.00 6" SAN. SEWER PIPE | | | 1240 42062 45.000 LF | 64.00000 2880.00| 71.94000 3237.30| 64.00000 2880.00 6" DI SANITARY SEWER PIPE | | | 1250 42064 14.000 LF | 32.00000 448.00| 35.97000 503.58| 32.00000 448.00 6" SANITARY SERVICE LATERAL CONNECTION | | | 1260 42080 734.000 LF | 49.00000 35966.00| 55.08000 40428.72| 49.00000 35966.00 8" SAN. SEWER PIPE | | | 1270 42082 68.000 LF | 76.00000 5168.00| 85.43000 5809.24| 76.00000 5168.00 8" DI SANITARY SEWER PIPE | | | 1280 42706 8.000 LF | 190.00000 1520.00| 213.57000 1708.56| 190.00000 1520.00 6" SANITARY DROP CONNECTION | | | 1290 42755 66.000 LF | 214.00000 14124.00| 240.55000 15876.30| 214.00000 14124.00 SANITARY SEWER MANHOLE | | | 1300 42758 4.000 EA | 350.00000 1400.00| 393.42000 1573.68| 350.00000 1400.00 MANHOLE FRAME & COVER WF & C-1 | | | 1310 42764 3.000 EA | 390.00000 1170.00| 438.38000 1315.14| 390.00000 1170.00 MANHOLE FRAME & COVER F&C-1 | | | 1320 42771 38.000 LF | 180.00000 6840.00| 202.33000 7688.54| 180.00000 6840.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1330 42845 1.000 EA | 327.00000 327.00| 367.56000 367.56| 327.00000 327.00 4" SEWER CLEANOUT | | | 1340 42846 1.000 EA | 377.00000 377.00| 423.77000 423.77| 377.00000 377.00 6" SEWER CLEANOUT | | | 1350 45512 52.000 LF | 75.00000 3900.00| 84.30000 4383.60| 75.00000 3900.00 CONCRETE ENCASEMENT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -9 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 50108 1017.000 SF | 20.00000 20340.00| 39.34000 40008.78| 35.00000 35595.00 SIGN PANEL | | | 1370 50204 390.000 LF | 18.00000 7020.00| 1.63000 635.70| 1.50000 585.00 SIGN POST WOOD 4" X 4" | | | 1380 50206 75.000 LF | 20.00000 1500.00| 3.45000 258.75| 3.00000 225.00 SIGN POST WOOD 6" X 6" | | | 1390 51170 1.000 EA | 2270.00000 2270.00| 2551.59000 2551.59| 2270.00000 2270.00 ELECTRICAL SERVICE SE-5 | | | 1400 51184 30.000 EA | 232.00000 6960.00| 260.78000 7823.40| 232.00000 6960.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1410 51210 1.000 EA | 539.00000 539.00| 605.86000 605.86| 539.00000 539.00 PEDESTAL POLE PF-2 10' | | | 1420 51240 1.000 EA | 512.00000 512.00| 575.51000 575.51| 512.00000 512.00 CONCRETE FOUNDATION PF-2 | | | 1430 51250 18.000 CY | 686.00000 12348.00| 771.10000 13879.80| 686.00000 12348.00 CONCRETE FOUND. PF-5 | | | 1440 51600 2400.000 LF | 1.62000 3888.00| 1.82000 4368.00| 1.62000 3888.00 14/2 CONDUCTOR CABLE | | | 1450 51601 1565.000 LF | 1.82000 2848.30| 2.05000 3208.25| 1.80000 2817.00 14/3 CONDUCTOR CABLE | | | 1460 51602 1000.000 LF | 1.85000 1850.00| 2.08000 2080.00| 1.85000 1850.00 14/4 CONDUCTOR CABLE | | | 1470 51607 530.000 LF | 2.25000 1192.50| 2.53000 1340.90| 2.20000 1166.00 14/7 CONDUCTOR CABLE | | | 1480 51618 1125.000 LF | 2.35000 2643.75| 2.64000 2970.00| 2.40000 2700.00 19/6 PAIR CONDUCTOR CABLE | | | 1490 51800 8.000 EA | 188.00000 1504.00| 211.32000 1690.56| 188.00000 1504.00 PEDESTRIAN PUSHBUTTON | | | 1500 51830 8.000 EA | 190.00000 1520.00| 213.57000 1708.56| 190.00000 1520.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1510 51910 170.000 LF | 10.00000 1700.00| 1.12000 190.40| 1.00000 170.00 SAW CUT | | | 1520 52001 650.000 LF | 2.20000 1430.00| 2.47000 1605.50| 2.20000 1430.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 12/3 CONDUCTOR CABLE | | | 1530 52001 175.000 LF | 1.50000 262.50| 1.69000 295.75| 1.60000 280.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 8/1 CONDUCTOR CABLE | | | 1540 52001 925.000 LF | 1.60000 1480.00| 1.80000 1665.00| 1.60000 1480.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERG. PREEMP. DET. | | | CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -10 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 52002 1.000 EA | 1200.00000 1200.00| 1348.86000 1348.86| 1200.00000 1200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONCRETE FOUND. CF-4 | | | 1560 52002 1.000 EA | 13000.00000 13000.00| 14612.63000 14612.63| 13000.00000 13000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER, TYPE V | | | 1570 52002 1.000 EA | 9350.00000 9350.00| 10509.85000 10509.85| 9350.00000 9350.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION TYPE | | | IV | | | 1580 52002 4.000 EA | 305.00000 1220.00| 342.84000 1371.36| 305.00000 1220.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION HANGER ASSEMBLY, SMB-3 | | | (PED) 2-WAY | | | 1590 52002 3.000 EA | 840.00000 2520.00| 944.20000 2832.60| 840.00000 2520.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINARE ARM, 18' | | | 1600 52002 2.000 EA | 6000.00000 12000.00| 6744.29000 13488.58| 6000.00000 12000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM POLE, TYPE III | | | 1610 52002 1.000 EA | 7300.00000 7300.00| 8205.55000 8205.55| 7300.00000 7300.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM POLE, TYPE IV | | | 1620 52002 1.000 EA | 1900.00000 1900.00| 2135.69000 2135.69| 1900.00000 1900.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL POLE MAST ARM, 30' | | | 1630 52002 1.000 EA | 2400.00000 2400.00| 2697.72000 2697.72| 2400.00000 2400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL POLE MAST ARM, 40' | | | 1640 52002 1.000 EA | 2900.00000 2900.00| 3259.74000 3259.74| 2900.00000 2900.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL POLE MAST ARM, 50' | | | 1650 52002 1.000 EA | 4200.00000 4200.00| 4721.00000 4721.00| 4200.00000 4200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL POLE MAST ARM, 60' | | | 1660 52002 1.000 EA | 4900.00000 4900.00| 5507.84000 5507.84| 4900.00000 4900.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -11 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 52002 6.000 EA | 230.00000 1380.00| 258.53000 1551.18| 230.00000 1380.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS BATTERY | | | 1680 52002 1.000 EA | 900.00000 900.00| 1011.64000 1011.64| 900.00000 900.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS CABINET, TYPE B | | | 1690 52002 4.000 EA | 6725.00000 26900.00| 7559.23000 30236.92| 6725.00000 26900.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION CAMERA | | | 1700 52002 1.000 EA | 575.00000 575.00| 646.33000 646.33| 575.00000 575.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION EQUIP. | | | 1710 52404 8.000 EA | 635.00000 5080.00| 713.77000 5710.16| 635.00000 5080.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1720 54032 7100.000 LF | 0.48000 3408.00| 0.54000 3834.00| 0.48000 3408.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1730 54100 580.000 LF | 4.40000 2552.00| 4.95000 2871.00| 4.40000 2552.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | 12" PRE-FORMED THERMO | | | 1740 54100 240.000 LF | 8.00000 1920.00| 8.99000 2157.60| 8.00000 1920.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO P.L.M. 24" | | | 1750 54101 3.000 EA | 233.00000 699.00| 261.90000 785.70| 233.00000 699.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED ELONG. ARROW DOUBLE | | | 1760 54101 3.000 EA | 133.00000 399.00| 149.50000 448.50| 133.00000 399.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED ELONG. ARROW SINGLE | | | 1770 54105 350.000 LF | 0.65000 227.50| 0.73000 255.50| 0.60000 210.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1780 54106 60.000 SF | 4.40000 264.00| 4.95000 297.00| 4.40000 264.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 1790 54510 1800.000 LF | 1.14000 2052.00| 1.28000 2304.00| 1.14000 2052.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 1800 55502 3.000 EA | 333.00000 999.00| 374.31000 1122.93| 333.00000 999.00 LUMINAIRE 250 WATT H.P.S. | | | 1810 56004 1.000 EA | 735.00000 735.00| 826.18000 826.18| 735.00000 735.00 JUNCTION BOX JB-2A 2B OR 2C | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -12 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1820 56006 3.000 EA | 800.00000 2400.00| 899.24000 2697.72| 800.00000 2400.00 JUNCTION BOX JB-3A, 3B OR 3C | | | 1830 56010 1.000 EA | 988.00000 988.00| 1110.56000 1110.56| 988.00000 988.00 JUNCTION BOX JB-5A 5B OR 5C | | | 1840 56014 5.000 EA | 103.00000 515.00| 115.78000 578.90| 103.00000 515.00 ELECT. SER. GRD. ELECTRODE(10') | | | 1850 56021 30.000 LF | 7.00000 210.00| 7.87000 236.10| 7.00000 210.00 1" PVC CONDUIT | | | 1860 56030 240.000 LF | 2.80000 672.00| 3.15000 756.00| 2.80000 672.00 2" CONDUIT | | | 1870 56034 380.000 LF | 3.90000 1482.00| 4.38000 1664.40| 3.90000 1482.00 3" CONDUIT | | | 1880 56050 70.000 LF | 23.00000 1610.00| 25.85000 1809.50| 23.00000 1610.00 BORED CONDUIT 2" | | | 1890 56051 230.000 LF | 25.00000 5750.00| 28.10000 6463.00| 25.00000 5750.00 BORED CONDUIT 3" | | | 1900 56200 250.000 LF | 5.20000 1300.00| 5.85000 1462.50| 5.20000 1300.00 TRENCH EXCAVATION ECI-1 | | | 1910 56205 3.000 EA | 1150.00000 3450.00| 1292.66000 3877.98| 1150.00000 3450.00 TEST BORE | | | 1920 70000 LUMP| 100.00000 100.00| 97.65000 97.65| 200.00000 200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 002 D701 | | | 1930 70000 LUMP| 1000.00000 1000.00| 5752.58000 5752.58| 8500.00000 8500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004 D-1 | | | 1940 70000 LUMP| 1000.00000 1000.00| 1150.53000 1150.53| 1000.00000 1000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004 D-500 | | | 1950 70000 LUMP| 100.00000 100.00| 97.65000 97.65| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 005 D-2 | | | 1960 70000 LUMP| 100.00000 100.00| 97.65000 97.65| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 007 D-3 | | | 1970 70000 LUMP| 100.00000 100.00| 97.65000 97.65| 1100.00000 1100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 014 D-5 | | | 1980 70000 LUMP| 100.00000 100.00| 1624.59000 1624.59| 8500.00000 8500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 014 D-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C11 -13 TABULATION OF BIDS CALL ORDER : C11 CONTRACT ID : C00056812C01 COUNTIES : PATRICK LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) S138 |( 2 ) W048 |( 3 ) B319 |SOWERS CONSTRUCTION CO., IN |W-L CONSTRUCTION & PAVING, |BRANCH HIGHWAYS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1990 70000 LUMP| 100.00000 100.00| 97.65000 97.65| 1800.00000 1800.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 017 D703 | | | 2000 70000 LUMP| 1000.00000 1000.00| 5752.58000 5752.58| 14225.00000 14225.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 018 D-4 | | | 2010 70000 LUMP| 100.00000 100.00| 97.65000 97.65| 800.00000 800.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 019 D702 | | | 2020 70005 LUMP| 2000.00000 2000.00| 1348.86000 1348.86| 1282.00000 1282.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM STR. NO.D-4,D-5,D-6 | | | 2030 70113 138.000 LF | 16.00000 2208.00| 9.17000 1265.46| 11.00000 1518.00 CAT II NF ACM | | | 2040 70200 LUMP| 100.00000 100.00| 97.65000 97.65| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 | | | 2050 70200 LUMP| 100.00000 100.00| 97.65000 97.65| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 014 | | | 2060 70200 LUMP| 100.00000 100.00| 97.65000 97.65| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 017 | | | 2070 70200 LUMP| 100.00000 100.00| 97.65000 97.65| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 021 | | | SECTION TOTALS | $ 2,698,486.92| $ 2,928,545.99| $ 2,953,268.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,698,486.92| $ 2,928,545.99| $ 2,953,268.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C16 -1 TABULATION OF BIDS CALL ORDER : C16 CONTRACT ID : C00080463N01 COUNTIES : AUGUSTA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/20/09 COMPLETION DATE PROJECT(S) : (NFO)0262-007-102,N501 FED # HPP-007-8(082) (NFO)0262-007-789,N501 FED # HPP-007-8(081) CONTRACT DESCRIPTION: EXTEND TURN LANE; EXTEND NORTHBOUND ACCELERATION LANE FROM: 0.25 MI. W. OF INT. RTE. 11; 0.2 MI. N. RTE.252 INT. TO: INT. OF RTE. 11; 0.4 MI. N. RTE. 252 INT. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P020 F. CLAYTON PLECKER & SONS, INC. $ 658,372.43 100.0000% 2 G181 GENERAL EXCAVATION, INC. $ 684,555.49 103.9769% 3 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 723,069.39 109.8268% 4 P019 PLECKER CONSTRUCTION COMPANY $ 739,543.67 112.3291% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 897,569.13 136.3315% 6 H101 R. W. HARRIS EXCAVATING, INC. $ 1,143,433.25 173.6757% ==================================================================================================================================== |( 1 ) P020 |( 2 ) G181 |( 3 ) P013 |F. CLAYTON PLECKER & SONS, |GENERAL EXCAVATION, INC. |PERRY ENGINEERING COMPANY, INCO 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| 22750.00000 22750.00| 14755.99000 14755.99| 15655.00000 15655.00 MOBILIZATION | | | 0020 00101 LUMP| 7100.00000 7100.00| 5378.93000 5378.93| 10000.00000 10000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 110000.00000 110000.00| 76463.66000 76463.66| 110832.00000 110832.00 GRADING | | | 0040 00306 1595.000 TON | 18.05000 28789.75| 17.05000 27194.75| 19.33000 30831.35 NS SELECT MATERIAL SELECT MATERIAL .... | | | 0050 00588 2565.000 LF | 12.00000 30780.00| 7.23000 18544.95| 10.91000 27984.15 UNDERDRAIN UD-4 | | | 0060 00590 15.000 LF | 25.00000 375.00| 14.34000 215.10| 20.00000 300.00 COMB. UNDERDRAIN CD-1 | | | 0070 00595 130.000 LF | 15.00000 1950.00| 15.20000 1976.00| 12.18000 1583.40 OUTLET PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C16 -2 TABULATION OF BIDS CALL ORDER : C16 CONTRACT ID : C00080463N01 COUNTIES : AUGUSTA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P020 |( 2 ) G181 |( 3 ) P013 |F. CLAYTON PLECKER & SONS, |GENERAL EXCAVATION, INC. |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00596 4.000 EA | 642.00000 2568.00| 512.67000 2050.68| 597.00000 2388.00 ENDWALL EW-12 | | | 0090 01152 20.000 LF | 64.83000 1296.60| 83.76000 1675.20| 108.70000 2174.00 15" CONC. PIPE | | | 0100 01182 4.000 LF | 119.57000 478.28| 147.62000 590.48| 209.80000 839.20 18" CONC. PIPE | | | 0110 08938 2.000 EA | 1824.00000 3648.00| 2402.51000 4805.02| 1636.00000 3272.00 DROP INLET DI-12C,L=4' | | | 0120 09056 5.000 LF | 255.00000 1275.00| 474.53000 2372.65| 241.00000 1205.00 MANHOLE MH-1 OR 2 | | | 0130 09057 3.000 EA | 386.00000 1158.00| 455.15000 1365.45| 561.00000 1683.00 FRAME & COVER MH-1 | | | 0140 09149 20.000 SY | 40.30000 806.00| 39.23000 784.60| 37.00000 740.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0150 09185 764.000 SY | 42.00000 32088.00| 63.00000 48132.00| 44.30000 33845.20 PAVED DITCH PG-2A | | | 0160 10128 2266.000 TON | 16.90000 38295.40| 21.57000 48877.62| 18.62000 42192.92 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10607 1267.000 TON | 88.20000 111749.40| 81.90000 103767.30| 88.20000 111749.40 ASPHALT CONCRETE TY. SM-12.5A | | | 0180 10610 627.000 TON | 81.90000 51351.30| 78.75000 49376.25| 81.90000 51351.30 ASPHALT CONCRETE TY. IM-19.0A | | | 0190 10630 472.000 SY | 31.50000 14868.00| 10.50000 4956.00| 31.50000 14868.00 FLEXIBLE PAVEMENT PLANING | | | 0200 10642 739.000 TON | 77.70000 57420.30| 68.25000 50436.75| 77.70000 57420.30 ASPHALT CONCRETE TY. BM-25.0A | | | 0210 11070 4260.000 LF | 3.00000 12780.00| 4.63000 19723.80| 7.00000 29820.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | VARIABLE DEPTH | | | 0220 21020 395.000 SY | 67.20000 26544.00| 73.50000 29032.50| 71.40000 28203.00 MEDIAN STRIP MS-1 | | | 0230 24160 400.000 SF | 15.00000 6000.00| 26.83000 10732.00| 25.41000 10164.00 CONSTRUCTION SIGNS | | | 0240 24272 288.000 HR | 32.00000 9216.00| 22.90000 6595.20| 16.00000 4608.00 TRUCK MOUNTED ATTENUATOR | | | 0250 24278 2900.000 DAY | 1.00000 2900.00| 0.69000 2001.00| 0.50000 1450.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24279 2700.000 HR | 8.00000 21600.00| 5.69000 15363.00| 6.00000 16200.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C16 -3 TABULATION OF BIDS CALL ORDER : C16 CONTRACT ID : C00080463N01 COUNTIES : AUGUSTA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P020 |( 2 ) G181 |( 3 ) P013 |F. CLAYTON PLECKER & SONS, |GENERAL EXCAVATION, INC. |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24281 438.000 HR | 7.00000 3066.00| 4.86000 2128.68| 4.00000 1752.00 ELECTRONIC ARROW | | | 0280 24282 1250.000 HR | 0.01000 12.50| 20.00000 25000.00| 25.00000 31250.00 FLAGGER SERVICE | | | 0290 24503 LUMP| 100.00000 100.00| 195.25000 195.25| 120.00000 120.00 NS REMOVE EXIST. REMOVE EXIST. 8'-18" | | | CONC. PIPE | | | 0300 24505 1.000 EA | 1000.00000 1000.00| 566.39000 566.39| 1133.00000 1133.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | 20'-15" CONC. PIPE | | | 0310 24550 708.000 SY | 3.00000 2124.00| 7.90000 5593.20| 2.20000 1557.60 NS REM. EXIST. PAVED DITCH REM. EXIST. | | | PAVED DITCH .... | | | 0320 24801 1.000 EA | 300.00000 300.00| 896.30000 896.30| 300.00000 300.00 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET .... | | | 0330 24825 2.000 EA | 750.00000 1500.00| 1374.61000 2749.22| 593.00000 1186.00 NS MODIFY EXIST. MODIFY EXIST. DROP | | | INLET | | | 0340 27022 3.000 ACRE| 3500.00000 10500.00| 11206.93000 33620.79| 9008.00000 27024.00 TOPSOIL CLASS B 2" | | | 0350 27102 496.000 LB | 13.00000 6448.00| 14.50000 7192.00| 12.60000 6249.60 REGULAR SEED | | | 0360 27103 310.000 LB | 4.00000 1240.00| 5.28000 1636.80| 3.15000 976.50 OVERSEEDING | | | 0370 27215 2.000 TON | 900.00000 1800.00| 1033.51000 2067.02| 945.00000 1890.00 FERTILIZER(15-30-15) | | | 0380 27250 10.000 TON | 165.00000 1650.00| 193.06000 1930.60| 162.80000 1628.00 LIME | | | 0390 27288 5.000 ACRE| 1100.00000 5500.00| 1606.15000 8030.75| 1155.00000 5775.00 EROSION CONTROL MULCH | | | 0400 27321 500.000 SY | 3.00000 1500.00| 2.36000 1180.00| 3.15000 1575.00 PROTECTIVE COVERING EC-2 | | | 0410 27415 27.000 EA | 250.00000 6750.00| 227.50000 6142.50| 250.00000 6750.00 CHECK DAM(ROCK) TY. II | | | 0420 27430 430.000 CY | 0.01000 4.30| 12.46000 5357.80| 14.50000 6235.00 SILTATION CONTROL EXCAVATION | | | 0430 27450 4.000 EA | 300.00000 1200.00| 239.76000 959.04| 150.00000 600.00 DROP INLET SILT TRAP, TYPE A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C16 -4 TABULATION OF BIDS CALL ORDER : C16 CONTRACT ID : C00080463N01 COUNTIES : AUGUSTA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P020 |( 2 ) G181 |( 3 ) P013 |F. CLAYTON PLECKER & SONS, |GENERAL EXCAVATION, INC. |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 27460 1.000 EA | 400.00000 400.00| 247.02000 247.02| 150.00000 150.00 DROP INLET SILT TRAP, TYPE B | | | 0450 27505 1400.000 LF | 2.25000 3150.00| 2.57000 3598.00| 2.00000 2800.00 TEMP. SILT FENCE | | | 0460 27506 680.000 LF | 2.15000 1462.00| 2.55000 1734.00| 2.00000 1360.00 TEMP. FILTER BARRIER | | | 0470 54020 10255.000 LF | 0.28000 2871.40| 0.23000 2358.65| 0.29000 2973.95 TYPE A PAVEMENT LINE MARKING 4" | | | 0480 54028 226.000 LF | 2.45000 553.70| 2.10000 474.60| 2.57000 580.82 TYPE A PAVEMENT LINE MARKING 24" | | | 0490 54100 60.000 LF | 5.60000 336.00| 10.50000 630.00| 5.88000 352.80 NS PAVEMENT MARKING PAVEMENT MARKING | | | 24" PAVE. MARK. TY. B CL. I | | | 0500 54242 50.000 EA | 9.00000 450.00| 8.40000 420.00| 9.50000 475.00 TEMP. PAVE. MARKER 2 WAY | | | 0510 54300 3.000 EA | 76.00000 228.00| 105.00000 315.00| 79.80000 239.40 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0520 54424 1.000 EA | 150.00000 150.00| 131.25000 131.25| 158.00000 158.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 0530 54425 1.000 EA | 180.00000 180.00| 157.50000 157.50| 189.00000 189.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 0540 54516 1000.000 LF | 2.10000 2100.00| 2.31000 2310.00| 2.21000 2210.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0550 54524 75.000 LF | 7.10000 532.50| 7.35000 551.25| 7.46000 559.50 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 0560 54552 18300.000 LF | 0.19000 3477.00| 1.05000 19215.00| 0.20000 3660.00 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | SECTION TOTALS | $ 658,372.43| $ 684,555.49| $ 723,069.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 658,372.43| $ 684,555.49| $ 723,069.39 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C25 -1 TABULATION OF BIDS CALL ORDER : C25 CONTRACT ID : C00053026N01 COUNTIES : SHENANDOAH LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 06/04/10 COMPLETION DATE PROJECT(S) : 0011-085-111, N501 FED # STP-085-8(039) CONTRACT DESCRIPTION: RTE 11 - DRAINAGE IMPROVEMENT AND CENTER TURN LANE EDINBURG RTE 11 MAURERTOWN EDINBURG RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,394,000.00 100.0000% 2 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 1,513,868.07 108.5989% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 1,625,516.00 116.6080% 4 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 1,666,259.53 119.5308% 5 R011 R. L. RIDER & COMPANY $ 1,680,914.00 120.5821% 6 G181 GENERAL EXCAVATION, INC. $ 1,803,068.90 129.3450% 7 A648 A & M CONCRETE CORP. $ 1,871,341.50 134.2426% 8 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 2,691,022.20 193.0432% ==================================================================================================================================== |( 1 ) W048 |( 2 ) K006 |( 3 ) F451 |W-L CONSTRUCTION & PAVING, |KEY CONSTRUCTION COMPANY, I |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 26360.00000 26360.00| 75500.00000 75500.00| 95685.00000 95685.00 MOBILIZATION | | | 0020 00101 LUMP| 10000.00000 10000.00| 12772.00000 12772.00| 17900.00000 17900.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 92723.05000 92723.05| 52569.32000 52569.32| 130000.00000 130000.00 GRADING | | | 0040 00212 4586.000 CY | 31.00000 142166.00| 13.25000 60764.50| 18.50000 84841.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0050 00505 15.000 TON | 32.00000 480.00| 35.50000 532.50| 25.00000 375.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0060 00523 723.000 LF | 800.00000 578400.00| 887.00000 641301.00| 890.00000 643470.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT 12' X 5' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C25 -2 TABULATION OF BIDS CALL ORDER : C25 CONTRACT ID : C00053026N01 COUNTIES : SHENANDOAH LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) K006 |( 3 ) F451 |W-L CONSTRUCTION & PAVING, |KEY CONSTRUCTION COMPANY, I |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00529 150.000 CY | 65.00000 9750.00| 146.25000 21937.50| 173.00000 25950.00 FLOWABLE BACKFILL | | | 0080 01182 224.000 LF | 94.20000 21100.80| 82.50000 18480.00| 63.00000 14112.00 18" CONC. PIPE | | | 0090 01242 49.000 LF | 126.15000 6181.35| 95.75000 4691.75| 86.00000 4214.00 24" CONC. PIPE | | | 0100 01302 37.000 LF | 169.90000 6286.30| 109.75000 4060.75| 109.00000 4033.00 30" CONC. PIPE | | | 0110 01480 374.000 LF | 49.05000 18344.70| 169.00000 63206.00| 138.00000 51612.00 48" PIPE | | | 0120 02322 148.000 LF | 174.00000 25752.00| 193.00000 28564.00| 218.00000 32264.00 49" X 32" ELLIPTICAL CONC. PIPE | | | 0130 06740 8.000 EA | 2500.00000 20000.00| 1837.00000 14696.00| 2929.00000 23432.00 DROP INLET DI-1 | | | 0140 06745 1.000 EA | 3000.00000 3000.00| 2589.00000 2589.00| 3699.00000 3699.00 DROP INLET DI-2A | | | 0150 07508 2.000 EA | 2750.00000 5500.00| 2249.50000 4499.00| 3374.00000 6748.00 DROP INLET DI-7 | | | 0160 09057 2.000 EA | 525.00000 1050.00| 433.75000 867.50| 445.00000 890.00 FRAME & COVER MH-1 | | | 0170 10128 700.000 TON | 35.00000 24500.00| 30.00000 21000.00| 28.00000 19600.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10635 450.000 TON | 87.40000 39330.00| 107.25000 48262.50| 101.00000 45450.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0190 10642 235.000 TON | 75.10000 17648.50| 94.00000 22090.00| 120.00000 28200.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0200 11070 2700.000 LF | 0.50000 1350.00| 4.00000 10800.00| 1.50000 4050.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0210 12610 105.000 LF | 15.50000 1627.50| 21.00000 2205.00| 18.50000 1942.50 RADIAL COMB. CURB & GUTTER CG-6 | | | 0220 12940 25.000 SY | 68.00000 1700.00| 62.00000 1550.00| 65.00000 1625.00 ENTRANCE GUTTER CG-9D | | | 0230 13320 163.000 LF | 16.50000 2689.50| 16.50000 2689.50| 16.50000 2689.50 GUARDRAIL GR-2 | | | 0240 13331 100.000 LF | 18.50000 1850.00| 18.75000 1875.00| 18.50000 1850.00 RAD. GUARDRAIL GR-2 | | | 0250 13345 3.000 EA | 2125.00000 6375.00| 2177.50000 6532.50| 2160.00000 6480.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C25 -3 TABULATION OF BIDS CALL ORDER : C25 CONTRACT ID : C00053026N01 COUNTIES : SHENANDOAH LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) K006 |( 3 ) F451 |W-L CONSTRUCTION & PAVING, |KEY CONSTRUCTION COMPANY, I |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 14260 500.000 TON | 35.00000 17500.00| 24.75000 12375.00| 20.00000 10000.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0270 24152 3.000 EA | 400.00000 1200.00| 242.00000 726.00| 317.00000 951.00 TYPE III BARRICADE 8' | | | 0280 24160 352.000 SF | 34.00000 11968.00| 13.75000 4840.00| 16.00000 5632.00 CONSTRUCTION SIGNS | | | 0290 24278 7000.000 DAY | 0.75000 5250.00| 1.00000 7000.00| 0.50000 3500.00 GROUP 2 CHANNELIZING DEVICES | | | 0300 24279 300.000 HR | 11.00000 3300.00| 7.25000 2175.00| 4.50000 1350.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0310 24282 3000.000 HR | 13.00000 39000.00| 21.75000 65250.00| 16.00000 48000.00 FLAGGER SERVICE | | | 0320 26127 94.000 TON | 56.00000 5264.00| 43.25000 4065.50| 70.00000 6580.00 DRY RIPRAP CL.I 26" | | | 0330 26431 50.000 TON | 64.00000 3200.00| 86.00000 4300.00| 122.00000 6100.00 GROUTED RIPRAP 30" | | | 0340 27102 130.000 LB | 16.60000 2158.00| 16.50000 2145.00| 16.50000 2145.00 REGULAR SEED | | | 0350 27215 1.000 TON | 1310.00000 1310.00| 1236.00000 1236.00| 1225.00000 1225.00 FERTILIZER(15-30-15) | | | 0360 27250 2.000 TON | 205.00000 410.00| 154.50000 309.00| 1500.00000 3000.00 LIME | | | 0370 27321 206.000 SY | 2.55000 525.30| 2.25000 463.50| 4.00000 824.00 PROTECTIVE COVERING EC-2 | | | 0380 27415 2.000 EA | 710.00000 1420.00| 103.25000 206.50| 381.00000 762.00 CHECK DAM(ROCK) TY. II | | | 0390 27422 1.000 EA | 1225.00000 1225.00| 1237.75000 1237.75| 1200.00000 1200.00 DEWATERING BASIN | | | 0400 27450 10.000 EA | 260.00000 2600.00| 283.75000 2837.50| 360.00000 3600.00 DROP INLET SILT TRAP, TYPE A | | | 0410 27460 1.000 EA | 260.00000 260.00| 308.00000 308.00| 600.00000 600.00 DROP INLET SILT TRAP, TYPE B | | | 0420 27505 600.000 LF | 2.05000 1230.00| 2.10000 1260.00| 4.00000 2400.00 TEMP. SILT FENCE | | | 0430 27510 2.000 EA | 1025.00000 2050.00| 2930.00000 5860.00| 24000.00000 48000.00 COFFERDAMS | | | 0440 40002 60.000 LF | 65.00000 3900.00| 21.75000 1305.00| 31.00000 1860.00 3/4" WATER SERVICE LINE | | | 0450 40060 40.000 LF | 95.00000 3800.00| 40.00000 1600.00| 59.00000 2360.00 6" WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C25 -4 TABULATION OF BIDS CALL ORDER : C25 CONTRACT ID : C00053026N01 COUNTIES : SHENANDOAH LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) K006 |( 3 ) F451 |W-L CONSTRUCTION & PAVING, |KEY CONSTRUCTION COMPANY, I |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 40100 810.000 LF | 75.00000 60750.00| 53.25000 43132.50| 84.00000 68040.00 10" WATER MAIN | | | 0470 41006 2.000 EA | 1150.00000 2300.00| 924.00000 1848.00| 1063.00000 2126.00 6" GATE VALVE & BOX | | | 0480 41010 3.000 EA | 1950.00000 5850.00| 2033.75000 6101.25| 2036.00000 6108.00 10" GATE VALVE & BOX | | | 0490 41820 1.000 EA | 3000.00000 3000.00| 2357.00000 2357.00| 1825.00000 1825.00 FIRE HYDRANT | | | 0500 41830 2.000 EA | 2350.00000 4700.00| 856.00000 1712.00| 6988.00000 13976.00 1" AIR RELEASE VALVE & BOX | | | 0510 41971 7.000 EA | 775.00000 5425.00| 837.25000 5860.75| 1167.00000 8169.00 3/4" WATER METER & BOX | | | 0520 42044 40.000 LF | 72.00000 2880.00| 27.00000 1080.00| 33.50000 1340.00 4" SANITARY SERVICE LATERAL CONNECTION | | | 0530 42064 100.000 LF | 62.00000 6200.00| 100.50000 10050.00| 51.00000 5100.00 6" SANITARY SERVICE LATERAL CONNECTION | | | 0540 42080 677.000 LF | 55.00000 37235.00| 127.25000 86148.25| 44.00000 29788.00 8" SAN. SEWER PIPE | | | 0550 42082 745.000 LF | 82.00000 61090.00| 106.00000 78970.00| 68.00000 50660.00 8" DI SANITARY SEWER PIPE | | | 0560 42755 65.000 LF | 260.00000 16900.00| 247.25000 16071.25| 335.00000 21775.00 SANITARY SEWER MANHOLE | | | 0570 42764 10.000 EA | 695.00000 6950.00| 326.75000 3267.50| 475.00000 4750.00 MANHOLE FRAME & COVER F&C-1 | | | 0580 42845 2.000 EA | 465.00000 930.00| 542.50000 1085.00| 350.00000 700.00 4" SEWER CLEANOUT | | | 0590 42846 5.000 EA | 420.00000 2100.00| 1405.00000 7025.00| 450.00000 2250.00 6" SEWER CLEANOUT | | | 0600 45510 10.000 CY | 225.00000 2250.00| 201.75000 2017.50| 373.00000 3730.00 CONCRETE ENCASEMENT | | | 0610 54020 7500.000 LF | 0.35000 2625.00| 0.45000 3375.00| 0.50000 3750.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0620 54300 8.000 EA | 135.00000 1080.00| 29.00000 232.00| 28.50000 228.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 1,394,000.00| $ 1,513,868.07| $ 1,625,516.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,394,000.00| $ 1,513,868.07| $ 1,625,516.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C26 -1 TABULATION OF BIDS CALL ORDER : C26 CONTRACT ID : C00086558N01 COUNTIES : PRINCE GEORGE LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 POWHATAN CONTRACT TIME : 09/30/09 COMPLETION DATE PROJECT(S) : 0460-074-708,N501 FED # HSIP-074-4(009) 0060-072-569,N501 FED # HSIP-5127(863) 0013-072-570,N501 FED # HSIP-072-4(014) OTHERS CONTRACT DESCRIPTION: INSTALLING CENTERLINE RUMBLE STRIPS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S487 SURFACE PREPARATION TECHNOLOGIES, INC. $ 250,891.64 100.0000% 2 S026 SLURRY PAVERS, INC. $ 259,876.86 103.5813% 3 P368 PAYNE'S PARKING DESIGNS, INC. $ 446,610.00 178.0091% ==================================================================================================================================== |( 1 ) S487 |( 2 ) S026 |( 3 ) P368 |SURFACE PREPARATION TECHNOL |SLURRY PAVERS, INC. |PAYNE'S PARKING DESIGNS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 178212.000 LF | 0.87000 155044.44| 0.53000 94452.36| 1.65000 294049.80 RUMBLE STRIP, ASPHALT | | | 0020 10701 26650.000 SY | 0.80000 21320.00| 1.69000 45038.50| 1.82000 48503.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 24160 354.000 SF | 1.00000 354.00| 11.00000 3894.00| 16.20000 5734.80 CONSTRUCTION SIGNS | | | 0040 24272 140.000 HR | 20.00000 2800.00| 35.00000 4900.00| 26.00000 3640.00 TRUCK MOUNTED ATTENUATOR | | | 0050 24278 500.000 DAY | 1.00000 500.00| 5.00000 2500.00| 0.48000 240.00 GROUP 2 CHANNELIZING DEVICES | | | 0060 24279 60.000 HR | 35.00000 2100.00| 55.00000 3300.00| 16.00000 960.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0070 24281 60.000 HR | 25.00000 1500.00| 25.00000 1500.00| 12.00000 720.00 ELECTRONIC ARROW | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C26 -2 TABULATION OF BIDS CALL ORDER : C26 CONTRACT ID : C00086558N01 COUNTIES : PRINCE GEORGE LETTING DATE : 05/27/09 10:00 AM DISTRICT : 04 POWHATAN SET-ASIDE : ==================================================================================================================================== |( 1 ) S487 |( 2 ) S026 |( 3 ) P368 |SURFACE PREPARATION TECHNOL |SLURRY PAVERS, INC. |PAYNE'S PARKING DESIGNS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24282 405.000 HR | 20.00000 8100.00| 14.00000 5670.00| 18.00000 7290.00 FLAGGER SERVICE | | | 0090 54020 328740.000 LF | 0.18000 59173.20| 0.30000 98622.00| 0.26000 85472.40 TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 250,891.64| $ 259,876.86| $ 446,610.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,891.64| $ 259,876.86| $ 446,610.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C28 -1 TABULATION OF BIDS CALL ORDER : C28 CONTRACT ID : C00089438N01 COUNTIES : SALEM LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : BRDG-962-028,N501 FED # AC-BH-BR02(235) CONTRACT DESCRIPTION: BRIDGE CLEANING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 117,351.64 100.0000% 2 M813 MCCLAIN & CO., INC. $ 137,894.08 117.5050% 3 C174 CLECO CORPORATION $ 148,755.60 126.7606% 4 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 189,368.24 161.3682% ==================================================================================================================================== |( 1 ) W210 |( 2 ) M813 |( 3 ) C174 |BURLEIGH CONSTRUCTION CO.,I |MCCLAIN & CO., INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 68910 47224.000 SY | 2.48500 117351.64| 2.92000 137894.08| 3.15000 148755.60 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEAN & WASH SUPERSTR. | | | (2-LANE HWY) | | | SECTION TOTALS | $ 117,351.64| $ 137,894.08| $ 148,755.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,351.64| $ 137,894.08| $ 148,755.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : C29 -1 TABULATION OF BIDS CALL ORDER : C29 CONTRACT ID : C00089934N01 COUNTIES : FREDERICKSBURG LETTING DATE : 05/27/09 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : BRDG-966-015, N501 FED # ACSTP-PM06 (233) CONTRACT DESCRIPTION: BRIDGE CLEANING DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 535,396.64 100.0000% 2 M813 MCCLAIN & CO., INC. $ 565,488.00 105.6204% 3 W613 WUNNA CONTRACTING CORPORATION $ 632,269.20 118.0936% 4 B919 BLASTECH ENTERPRISES, INC. $ 666,308.30 124.4513% 5 C174 CLECO CORPORATION $ 980,982.00 183.2253% ==================================================================================================================================== |( 1 ) W210 |( 2 ) M813 |( 3 ) W613 |BURLEIGH CONSTRUCTION CO.,I |MCCLAIN & CO., INC. |WUNNA CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24160 500.000 SF | 14.00000 7000.00| 5.00000 2500.00| 28.00000 14000.00 CONSTRUCTION SIGNS | | | 0020 24272 2000.000 HR | 19.50000 39000.00| 1.00000 2000.00| 31.00000 62000.00 TRUCK MOUNTED ATTENUATOR | | | 0030 24278 1300.000 DAY | 2.00000 2600.00| 1.00000 1300.00| 2.00000 2600.00 GROUP 2 CHANNELIZING DEVICES | | | 0040 24281 2500.000 HR | 5.50000 13750.00| 1.00000 2500.00| 4.00000 10000.00 ELECTRONIC ARROW | | | 0050 24282 2000.000 HR | 20.00000 40000.00| 1.00000 2000.00| 22.00000 44000.00 FLAGGER SERVICE | | | 0060 67905 277594.000 SY | 1.56000 433046.64| 2.00000 555188.00| 1.80000 499669.20 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CLEANING SERVICE | | | SECTION TOTALS | $ 535,396.64| $ 565,488.00| $ 632,269.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 535,396.64| $ 565,488.00| $ 632,269.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -1 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/04/11 COMPLETION DATE PROJECT(S) : 0250-132-105,C501 FED # STP-5132(128) 0250-132-105,C501 FED # STP-5132(128) 0250-132-105,C501 FED # STP-5132(128) CONTRACT DESCRIPTION: 0.361 K.M. GRADE, DRAIN, ASP. PAVE., SIGNALS & UTILITIES FROM:0.366 K.M. W. INT. N. AUGUSTA ST. TO: N. AUGUSTA ST. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 2,688,556.46 100.0000% 2 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 2,717,632.58 101.0815% 3 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 2,774,721.07 103.2049% 4 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 3,195,200.95 118.8445% 5 D172 DLB, INC. $ 3,853,514.55 143.3302% 6 P020 F. CLAYTON PLECKER & SONS, INC. $ 3,953,891.98 147.0638% ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO 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| 160000.00000 160000.00| 251888.65000 251888.65| 154780.00000 154780.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 66742.01000 66742.01| 62000.00000 62000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 58800.00000 58800.00| 112000.00000 112000.00| 74160.00000 74160.00 CLEARING AND GRUBBING | | | 0040 00120 2568.000 CU M| 25.00000 64200.00| 54.14000 139031.52| 29.50000 75756.00 REGULAR EXCAVATION | | | 0050 00140 2590.000 CU M| 26.00000 67340.00| 20.00000 51800.00| 26.00000 67340.00 BORROW EXCAVATION | | | 0060 00211 150.000 CU M| 25.00000 3750.00| 30.46000 4569.00| 34.00000 5100.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -2 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00306 2307.000 MTON| 25.00000 57675.00| 20.42000 47108.94| 20.70000 47754.90 NS SELECT MATERIAL SELECT MATERIAL .... | | | 0080 00525 206.000 CU M| 780.00000 160680.00| 475.43000 97938.58| 457.30000 94203.80 CONCRETE CLASS 20 MISC. | | | 0090 00529 9.000 CU M| 250.00000 2250.00| 612.80000 5515.20| 200.00000 1800.00 FLOWABLE BACKFILL | | | 0100 00540 122.000 KG | 10.00000 1220.00| 6.23000 760.06| 2.00000 244.00 REINF. STEEL | | | 0110 00588 624.000 M | 33.00000 20592.00| 37.08000 23137.92| 15.34000 9572.16 UNDERDRAIN UD-4 | | | 0120 00590 37.000 M | 46.00000 1702.00| 37.08000 1371.96| 46.30000 1713.10 COMB. UNDERDRAIN CD-1 | | | 0130 00591 6.000 M | 125.00000 750.00| 46.35000 278.10| 49.17000 295.02 COMB. UNDERDRAIN CD-2 | | | 0140 00595 3.000 M | 125.00000 375.00| 46.35000 139.05| 43.23000 129.69 OUTLET PIPE | | | 0150 01152 266.000 M | 190.00000 50540.00| 174.19000 46334.54| 225.00000 59850.00 375 MM CONC. PIPE | | | 0160 01182 46.000 M | 210.00000 9660.00| 200.38000 9217.48| 267.20000 12291.20 450 MM CONC. PIPE | | | 0170 01212 56.000 M | 230.00000 12880.00| 210.44000 11784.64| 272.90000 15282.40 525 MM CONC. PIPE | | | 0180 01242 57.000 M | 260.00000 14820.00| 223.88000 12761.16| 381.00000 21717.00 600 MM CONC. PIPE | | | 0190 01332 26.000 M | 340.06000 8841.56| 363.14000 9441.64| 509.10000 13236.60 825 MM CONC. PIPE | | | 0200 01362 32.000 M | 387.00000 12384.00| 358.60000 11475.20| 613.80000 19641.60 900 MM CONC. PIPE | | | 0210 02192 11.000 M | 535.00000 5885.00| 445.73000 4903.03| 495.80000 5453.80 770 MM X 490 MM ELLIPTICAL CONC. PIPE | | | 0220 02222 40.000 M | 541.00000 21640.00| 398.11000 15924.40| 335.40000 13416.00 865 MM X 550 MM ELLIPTICAL CONC. PIPE | | | 0230 02272 9.000 M | 752.00000 6768.00| 461.17000 4150.53| 469.40000 4224.60 1055 MM X 670 MM ELLIPTICAL CONC. PIPE | | | 0240 06361 1.000 EA | 2300.00000 2300.00| 1939.55000 1939.55| 1510.00000 1510.00 900 MM END SECTION ES-1 | | | 0250 06740 1.000 EA | 3400.00000 3400.00| 2108.77000 2108.77| 1793.00000 1793.00 DROP INLET DI-1 | | | 0260 06745 1.000 EA | 4200.00000 4200.00| 2908.12000 2908.12| 2470.00000 2470.00 DROP INLET DI-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -3 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 06747 5.000 EA | 4400.00000 22000.00| 3113.09000 15565.45| 2650.00000 13250.00 DROP INLET DI-2B, L= 1.2 M | | | 0280 06748 2.000 EA | 5200.00000 10400.00| 3342.41000 6684.82| 3034.00000 6068.00 DROP INLET DI-2B, L= 1.8 M | | | 0290 06749 4.000 EA | 5400.00000 21600.00| 3544.41000 14177.64| 3569.00000 14276.00 DROP INLET DI-2B, L= 2.4 M | | | 0300 06765 2.000 EA | 4700.00000 9400.00| 3278.28000 6556.56| 3021.00000 6042.00 DROP INLET DI-2C, L= 1.8 M | | | 0310 06766 1.000 EA | 5600.00000 5600.00| 3547.14000 3547.14| 4016.00000 4016.00 DROP INLET DI-2C, L= 2.4 M | | | 0320 06781 1.000 EA | 8100.00000 8100.00| 4486.21000 4486.21| 5318.00000 5318.00 DROP INLET DI-2D | | | 0330 06783 2.000 EA | 10000.00000 20000.00| 8825.65000 17651.30| 8496.00000 16992.00 DROP INLET DI-2E, L= 1.8 M | | | 0340 06784 1.000 EA | 9000.00000 9000.00| 5264.95000 5264.95| 7735.00000 7735.00 DROP INLET DI-2E, L= 2.4 M | | | 0350 06800 1.000 EA | 7200.00000 7200.00| 4600.73000 4600.73| 5169.00000 5169.00 DROP INLET DI-2F, L= 2.4 M | | | 0360 06839 1.000 EA | 5800.00000 5800.00| 3570.05000 3570.05| 2964.00000 2964.00 DROP INLET DI-3C, L= 4.2 M | | | 0370 07206 1.000 EA | 4200.00000 4200.00| 3862.07000 3862.07| 2440.00000 2440.00 DROP INLET DI-4C, L= 2.4 M | | | 0380 07510 1.000 EA | 4000.00000 4000.00| 2539.64000 2539.64| 2300.00000 2300.00 DROP INLET DI-7A | | | 0390 09056 12.000 M | 1300.00000 15600.00| 1302.61000 15631.32| 1330.40000 15964.80 MANHOLE MH-1 OR 2 | | | 0400 09057 6.000 EA | 550.00000 3300.00| 569.73000 3418.38| 341.00000 2046.00 FRAME & COVER MH-1 | | | 0410 09150 16.000 MTON| 75.00000 1200.00| 118.38000 1894.08| 44.00000 704.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0420 09185 44.000 SQ M| 100.00000 4400.00| 64.89000 2855.16| 52.70000 2318.80 PAVED DITCH PG-2A | | | 0430 10128 3207.000 MTON| 26.00000 83382.00| 20.24000 64909.68| 19.96000 64011.72 AGGR. BASE MATL. TY. I NO. 21B | | | 0440 10610 875.000 MTON| 78.00000 68250.00| 77.25000 67593.75| 78.75000 68906.25 ASPHALT CONCRETE TY. IM-19.0A | | | 0450 10635 603.000 MTON| 88.00000 53064.00| 86.52000 52171.56| 88.20000 53184.60 ASPHALT CONCRETE TY. SM-9.5A | | | 0460 10642 2082.000 MTON| 72.00000 149904.00| 73.13000 152256.66| 74.55000 155213.10 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -4 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 11040 6.000 SQ M| 150.00000 900.00| 66.95000 401.70| 60.48000 362.88 CONCRETE ENTRANCE PAVE. 175 MM | | | 0480 11070 76.000 M | 15.00000 1140.00| 15.45000 1174.20| 2.63000 199.88 NS SAW CUT SAW CUT 150 MM MINIMUM DEPTH | | | 0490 12020 124.000 M | 41.50000 5146.00| 38.37000 4757.88| 46.52000 5768.48 STD. CURB CG-2 | | | 0500 12022 88.000 M | 41.50000 3652.00| 38.37000 3376.56| 46.52000 4093.76 RADIAL CURB CG-2 | | | 0510 12311 22.000 M | 99.00000 2178.00| 97.85000 2152.70| 99.75000 2194.50 ASPHALT CONCRETE CURB MC-3 | | | 0520 12505 18.000 MTON| 99.00000 1782.00| 97.85000 1761.30| 99.75000 1795.50 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0530 12600 522.000 M | 47.00000 24534.00| 44.81000 23390.82| 46.52000 24283.44 STD. COMB. CURB & GUTTER CG-6 | | | 0540 12610 195.000 M | 46.00000 8970.00| 44.81000 8737.95| 46.52000 9071.40 RADIAL COMB. CURB & GUTTER CG-6 | | | 0550 12940 33.000 SQ M| 94.00000 3102.00| 70.40000 2323.20| 61.58000 2032.14 ENTRANCE GUTTER CG-9D | | | 0560 13108 33.000 SQ M| 430.00000 14190.00| 164.80000 5438.40| 75.40000 2488.20 CG-12 DETECTABLE WARNING SURFACE | | | 0570 13220 215.000 SQ M| 38.00000 8170.00| 36.05000 7750.75| 44.92000 9657.80 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0580 13245 331.000 SQ M| 89.00000 29459.00| 123.60000 40911.60| 127.79000 42298.49 NS SIDEWALK SIDEWALK BRICK CROSSWALK | | | 0590 13245 1397.000 SQ M| 70.00000 97790.00| 105.06000 146768.82| 127.79000 178522.63 NS SIDEWALK SIDEWALK BRICK SIDEWALK | | | 0600 14440 12.000 M | 75.00000 900.00| 15.45000 185.40| 2.67000 32.04 SAW CUT SIDEWALK | | | 0610 22511 27.000 M | 52.00000 1404.00| 51.50000 1390.50| 52.50000 1417.50 FENCE FE-W2 | | | 0620 24100 170.000 HR | 30.00000 5100.00| 38.20000 6494.00| 25.00000 4250.00 ALLAYING DUST | | | 0630 24150 2.000 EA | 500.00000 1000.00| 555.94000 1111.88| 409.50000 819.00 TYPE III BARRICADE 1.2 M | | | 0640 24152 6.000 EA | 350.00000 2100.00| 569.26000 3415.56| 737.00000 4422.00 TYPE III BARRICADE 2.4 M | | | 0650 24160 49.000 SQ M| 160.00000 7840.00| 19.57000 958.93| 262.21000 12848.29 CONSTRUCTION SIGNS | | | 0660 24260 200.000 MTON| 25.00000 5000.00| 38.69000 7738.00| 17.63000 3526.00 CR. RUN AGGR. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -5 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 24265 LUMP| 37000.00000 37000.00| 49832.98000 49832.98| 52414.00000 52414.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC TEMPORARY PEDESTRIAN WALKWAY| | | 0680 24278 32625.000 DAY | 0.85000 27731.25| 0.82000 26752.50| 0.50000 16312.50 GROUP 2 CHANNELIZING DEVICES | | | 0690 24279 2500.000 HR | 7.50000 18750.00| 4.58000 11450.00| 6.00000 15000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0700 24281 1000.000 HR | 10.50000 10500.00| 3.44000 3440.00| 4.00000 4000.00 ELECTRONIC ARROW | | | 0710 24282 3500.000 HR | 15.00000 52500.00| 14.55000 50925.00| 20.50000 71750.00 FLAGGER SERVICE | | | 0720 24430 4920.000 SQ M| 15.00000 73800.00| 8.88000 43689.60| 17.07000 83984.40 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0730 24503 LUMP| 5100.00000 5100.00| 1030.00000 1030.00| 1796.00000 1796.00 NS REMOVE EXIST. REMOVE EXIST. SIGNAL | | | EQUIPMENT INT.1 | | | 0740 24503 LUMP| 5100.00000 5100.00| 1030.00000 1030.00| 1796.00000 1796.00 NS REMOVE EXIST. REMOVE EXIST. SIGNAL | | | EQUIPMENT INT.2 | | | 0750 24503 LUMP| 5100.00000 5100.00| 1030.00000 1030.00| 1796.00000 1796.00 NS REMOVE EXIST. REMOVE EXIST. SIGNAL | | | EQUIPMENT INT.3 | | | 0760 25506 21.000 MO | 2850.00000 59850.00| 1215.32000 25521.72| 1200.00000 25200.00 FIELD OFFICE TY.II | | | 0770 27022 1.000 HA | 16500.00000 16500.00| 8723.60000 8723.60| 22249.00000 22249.00 TOPSOIL CL. B 50 MM | | | 0780 27102 95.000 KG | 37.00000 3515.00| 36.82000 3497.90| 29.93000 2843.35 REGULAR SEED | | | 0790 27103 95.000 KG | 10.00000 950.00| 5.15000 489.25| 11.55000 1097.25 OVERSEEDING | | | 0800 27215 1.000 MTON| 2000.00000 2000.00| 1442.00000 1442.00| 1039.50000 1039.50 FERTILIZER(15-30-15) | | | 0810 27250 2.000 MTON| 750.00000 1500.00| 180.25000 360.50| 183.80000 367.60 LIME | | | 0820 27284 2400.000 SQ M| 1.50000 3600.00| 0.77000 1848.00| 0.37000 888.00 EROSION CONTROL MULCH | | | 0830 27415 12.000 EA | 460.00000 5520.00| 267.73000 3212.76| 220.00000 2640.00 CHECK DAM(ROCK) TY. II | | | 0840 27422 2.000 EA | 750.00000 1500.00| 894.01000 1788.02| 900.00000 1800.00 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -6 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 27430 235.000 CU M| 10.00000 2350.00| 16.57000 3893.95| 23.51000 5524.85 SILTATION CONTROL EXCAVATION | | | 0860 27450 2.000 EA | 500.00000 1000.00| 226.17000 452.34| 150.00000 300.00 DROP INLET SILT TRAP, TYPE A | | | 0870 27460 22.000 EA | 550.00000 12100.00| 248.01000 5456.22| 150.00000 3300.00 DROP INLET SILT TRAP, TYPE B | | | 0880 27505 99.000 M | 12.00000 1188.00| 9.27000 917.73| 6.60000 653.40 TEMP. SILT FENCE | | | 0890 27506 473.000 M | 14.00000 6622.00| 12.36000 5846.28| 6.60000 3121.80 TEMP. FILTER BARRIER | | | 0900 40002 87.000 M | 136.00000 11832.00| 96.97000 8436.39| 125.60000 10927.20 20 MM WATER SERVICE LINE | | | 0910 40061 125.000 M | 200.00000 25000.00| 179.79000 22473.75| 302.70000 37837.50 150 MM DI WATER MAIN | | | 0920 40121 396.000 M | 267.00000 105732.00| 243.51000 96429.96| 394.10000 156063.60 300 MM DI WATER MAIN | | | 0930 41006 10.000 EA | 850.00000 8500.00| 1274.79000 12747.90| 850.90000 8509.00 150 MM GATE VALVE & BOX | | | 0940 41012 10.000 EA | 2100.00000 21000.00| 2408.54000 24085.40| 1956.30000 19563.00 300 MM GATE VALVE & BOX | | | 0950 41101 LUMP| 1500.00000 1500.00| 255.11000 255.11| 2500.00000 2500.00 NS RELOCATE RELOCATE EXISTING STREET | | | NAME SIGNS | | | 0960 41395 1.000 EA | 4800.00000 4800.00| 2036.90000 2036.90| 2326.00000 2326.00 150 MM X 150 MM TAP. SLEEVE VALVE & BOX | | | 0970 41820 2.000 EA | 5000.00000 10000.00| 3356.96000 6713.92| 1854.50000 3709.00 FIRE HYDRANT | | | 0980 41976 6.000 EA | 525.00000 3150.00| 920.99000 5525.94| 527.70000 3166.20 RELOC. EXIST. WATER METER & BOX | | | 0990 41977 1.000 EA | 1500.00000 1500.00| 920.05000 920.05| 452.00000 452.00 ADJUST EXIST. WATER METER BOX | | | 1000 42042 3.000 M | 500.00000 1500.00| 292.27000 876.81| 883.00000 2649.00 100 MM DI SAN. SEWER PIPE | | | 1010 42062 6.000 M | 500.00000 3000.00| 263.67000 1582.02| 1043.00000 6258.00 150 MM DI SAN. SEWER PIPE | | | 1020 42082 230.000 M | 200.00000 46000.00| 198.67000 45694.10| 462.30000 106329.00 200 MM DI SAN. SEWER PIPE | | | 1030 42102 13.000 M | 278.00000 3614.00| 214.30000 2785.90| 521.80000 6783.40 250 MM DI SAN. SEWER PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -7 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 42755 20.000 M | 1550.00000 31000.00| 1356.56000 27131.20| 1188.80000 23776.00 SANITARY SEWER MANHOLE | | | 1050 42758 2.000 EA | 750.00000 1500.00| 982.76000 1965.52| 405.00000 810.00 MANHOLE FRAME & COVER WF & C-1 | | | 1060 42764 2.000 EA | 750.00000 1500.00| 982.76000 1965.52| 405.00000 810.00 MANHOLE FRAME & COVER F&C-1 | | | 1070 42765 3.000 EA | 300.00000 900.00| 790.93000 2372.79| 533.00000 1599.00 ADJUST EXIST FRAME & COVER | | | 1080 42765 9.000 EA | 235.00000 2115.00| 760.53000 6844.77| 533.00000 4797.00 ADJUST EXIST FRAME & COVER | | | 1090 50108 27.000 SQ M| 205.00000 5535.00| 22.66000 611.82| 191.06000 5158.62 SIGN PANEL | | | 1100 50900 19.000 M | 133.00000 2527.00| 46.35000 880.65| 63.39000 1204.41 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST, | | | STEEL 50MM X 50MM | | | 1110 50900 16.000 M | 150.00000 2400.00| 56.65000 906.40| 194.00000 3104.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST, | | | STEEL 75MM X 75MM | | | 1120 51005 1.000 EA | 22000.00000 22000.00| 7725.00000 7725.00| 17199.00000 17199.00 MASTER CONTROLLER | | | 1130 51030 2.000 EA | 18360.00000 36720.00| 15656.00000 31312.00| 15829.00000 31658.00 CONTROLLER | | | 1140 51184 66.000 EA | 200.00000 13200.00| 216.30000 14275.80| 193.20000 12751.20 TRAFFIC SIGNAL HEAD SECTION 305 MM LED | | | 1150 51208 8.000 EA | 576.00000 4608.00| 824.00000 6592.00| 576.45000 4611.60 PEDESTAL POLE PF-2 2.5 M | | | 1160 51234 12.000 CU M| 1040.00000 12480.00| 515.00000 6180.00| 1039.50000 12474.00 CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 1170 51240 8.000 EA | 390.00000 3120.00| 309.00000 2472.00| 393.75000 3150.00 CONCRETE FOUNDATION PF-2 | | | 1180 51245 3.000 EA | 1468.80000 4406.40| 1030.00000 3090.00| 1512.00000 4536.00 CONCRETE FOUND. CF-1 | | | 1190 51248 35.000 EA | 599.00000 20965.00| 515.00000 18025.00| 598.50000 20947.50 NS CONC. FOUNDATION CONC. FOUNDATION | | | LF-1 TYPE A MODIFIED | | | 1200 51598 30.000 M | 4.70000 141.00| 3.09000 92.70| 9.45000 283.50 8/3 CONDUCTOR CABLE | | | 1210 51600 485.000 M | 2.50000 1212.50| 1.55000 751.75| 3.01000 1459.85 14/2 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -8 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 51602 835.000 M | 2.00000 1670.00| 1.55000 1294.25| 3.28000 2738.80 14/4 CONDUCTOR CABLE | | | 1230 51607 105.000 M | 12.00000 1260.00| 3.09000 324.45| 9.89000 1038.45 14/7 CONDUCTOR CABLE | | | 1240 51800 16.000 EA | 128.00000 2048.00| 128.75000 2060.00| 128.36000 2053.76 PEDESTRIAN PUSHBUTTON | | | 1250 51830 20.000 EA | 176.00000 3520.00| 206.00000 4120.00| 176.20000 3524.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1260 51834 6.000 EA | 192.00000 1152.00| 180.25000 1081.50| 192.20000 1153.20 HANGER ASSEMBLY SMB-2, ONE WAY | | | 1270 51835 2.000 EA | 500.00000 1000.00| 231.75000 463.50| 255.20000 510.40 HANGER ASSEMBLY SMB-2, TWO WAY | | | 1280 51838 6.000 EA | 217.00000 1302.00| 154.50000 927.00| 217.40000 1304.40 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1290 52001 325.000 M | 3.06000 994.50| 2.58000 838.50| 4.65000 1511.25 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 16/3 CONDUCTOR CABLE | | | 1300 52001 40.000 M | 172.00000 6880.00| 12.36000 494.40| 21.26000 850.40 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 1310 52001 3.000 M | 306.00000 918.00| 10.30000 30.90| 315.00000 945.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 1320 52001 325.000 M | 2.87000 932.75| 3.86000 1254.50| 4.36000 1417.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION COAXIAL CABLE | | | 1330 52001 325.000 M | 24.00000 7800.00| 3.09000 1004.25| 4.36000 1417.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | DETECTOR CABLE | | | 1340 52002 10.000 EA | 2150.00000 21500.00| 2575.00000 25750.00| 2154.60000 21546.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA (MAST ARM) | | | 1350 52002 1.000 EA | 8000.00000 8000.00| 11342.36000 11342.36| 8032.50000 8032.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | FOUR WAY | | | 1360 52002 2.000 EA | 7300.00000 14600.00| 9815.90000 19631.80| 7347.50000 14695.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | THREE WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -9 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 52002 4.000 EA | 490.00000 1960.00| 669.50000 2678.00| 491.50000 1966.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-1C | | | 1380 52002 10.000 EA | 850.00000 8500.00| 824.00000 8240.00| 850.50000 8505.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-3C | | | 1390 52002 12.000 EA | 822.00000 9864.00| 927.00000 11124.00| 822.17000 9866.04 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-4C | | | 1400 52002 1.000 EA | 10800.00000 10800.00| 9476.00000 9476.00| 10868.00000 10868.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIG. POLE MP-1, 6M TWO | | | ARMS 10.0M &11.5 | | | 1410 52002 1.000 EA | 10800.00000 10800.00| 9785.00000 9785.00| 11057.00000 11057.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIG. POLE MP-1, 6M TWO | | | ARMS 8.0M & 13.0M | | | 1420 52002 1.000 EA | 10800.00000 10800.00| 9888.00000 9888.00| 11057.00000 11057.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIG. POLE MP-1, 6M TWO | | | ARMS 8.0M & 13.5M | | | 1430 52002 1.000 EA | 13200.00000 13200.00| 12076.75000 12076.75| 13230.00000 13230.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL POLE MP-1, 6M ONE | | | ARM 22.0 M | | | 1440 52002 3.000 EA | 5260.00000 15780.00| 6695.00000 20085.00| 5260.67000 15782.01 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANSCEIVER | | | 1450 52002 1.000 EA | 9900.00000 9900.00| 10815.00000 10815.00| 9923.00000 9923.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY INT.1 | | | 1460 52002 1.000 EA | 9900.00000 9900.00| 10815.00000 10815.00| 9923.00000 9923.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY INT.2 | | | 1470 52002 1.000 EA | 9900.00000 9900.00| 10815.00000 10815.00| 9923.00000 9923.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY INT.3 | | | 1480 52002 3.000 EA | 10700.00000 32100.00| 12875.00000 38625.00| 10710.00000 32130.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTOR EQUIP. | | | TYPE I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -10 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 52401 16.000 EA | 580.00000 9280.00| 772.50000 12360.00| 583.81000 9340.96 PEDESTRIAN SIGNAL HEAD SP-6 | | | 1500 52425 1.000 EA | 1300.00000 1300.00| 1545.00000 1545.00| 1332.00000 1332.00 ELECTRICAL SERVICE SE-3 TYPE B | | | 1510 52427 2.000 EA | 1300.00000 2600.00| 1236.00000 2472.00| 1332.50000 2665.00 ELECTRICAL SERVICE SE-4 TYPE B | | | 1520 54032 1288.000 M | 1.75000 2254.00| 2.32000 2988.16| 1.51000 1944.88 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1530 54034 71.000 M | 12.00000 852.00| 3.86000 274.06| 3.10000 220.10 TYPE B CLASS I PAVE. LINE MARKING 150 M | | | 1540 54042 121.000 M | 13.00000 1573.00| 38.85000 4700.85| 13.44000 1626.24 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 1550 54105 1000.000 M | 2.50000 2500.00| 3.24000 3240.00| 1.80000 1800.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1560 54240 100.000 EA | 15.00000 1500.00| 3.09000 309.00| 9.66000 966.00 TEMP. PAVE. MARKER 1 WAY | | | 1570 54242 85.000 EA | 15.00000 1275.00| 3.09000 262.65| 9.87000 838.95 TEMP. PAVE. MARKER 2 WAY | | | 1580 54300 13.000 EA | 75.00000 975.00| 154.50000 2008.50| 67.23000 873.99 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1590 54512 3150.000 M | 3.30000 10395.00| 3.54000 11151.00| 3.34000 10521.00 CONSTR.PAVE.MARK. (TY.D,CL.II)100 MM | | | 1600 54552 2100.000 M | 1.25000 2625.00| 0.36000 756.00| 1.24000 2604.00 CONSTR.PAVE.MARK. (TY.F,CL.II)100 MM | | | 1610 54560 74.000 M | 12.00000 888.00| 4.12000 304.88| 3.31000 244.94 CONSTR.PAVE.MARK. (TY.F,CL.II)300 MM | | | 1620 54564 60.000 M | 16.00000 960.00| 7.73000 463.80| 6.00000 360.00 CONSTR.PAVE.MARK. (TY.F,CL.II)600 MM | | | 1630 55060 2460.000 M | 1.70000 4182.00| 1.03000 2533.80| 5.43000 13357.80 6 CONDUCTOR CABLE | | | 1640 55185 35.000 EA | 1600.00000 56000.00| 1905.50000 66692.50| 1614.91000 56521.85 LIGHTING POLE LP-2 TYPE A | | | 1650 55347 2.000 EA | 1850.00000 3700.00| 1545.00000 3090.00| 1852.00000 3704.00 ELECT. SERVICE SE-8 TYPE B | | | 1660 55352 2.000 EA | 2400.00000 4800.00| 8240.00000 16480.00| 3638.50000 7277.00 CONTROL CENTER CCW-1 TYPE C | | | 1670 56014 25.000 EA | 117.00000 2925.00| 77.25000 1931.25| 117.60000 2940.00 ELECT. SER. GRD. ELECTRODE(3M) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : J69 -11 TABULATION OF BIDS CALL ORDER : J69 CONTRACT ID : C00015811C01B COUNTIES : STAUNTON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) P013 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |PERRY ENGINEERING COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1680 56030 855.000 M | 3.65000 3120.75| 1.29000 1102.95| 3.67000 3137.85 50 MM CONDUIT | | | 1690 56032 25.000 M | 46.00000 1150.00| 10.82000 270.50| 46.12000 1153.00 50 MM METAL CONDUIT | | | 1700 56034 25.000 M | 15.79000 394.75| 3.61000 90.25| 16.25000 406.25 80 MM CONDUIT | | | 1710 56050 305.000 M | 71.40000 21777.00| 56.65000 17278.25| 73.50000 22417.50 BORED CONDUIT 50 MM | | | 1720 56051 40.000 M | 97.00000 3880.00| 66.95000 2678.00| 97.34000 3893.60 BORED CONDUIT 80 MM | | | 1730 56200 805.000 M | 7.00000 5635.00| 15.45000 12437.25| 7.04000 5667.20 TRENCH EXCAVATION ECI-1 | | | 1740 56205 4.000 EA | 1800.00000 7200.00| 1545.00000 6180.00| 1814.40000 7257.60 TEST BORE | | | 1750 59000 35.000 EA | 1050.00000 36750.00| 1133.00000 39655.00| 1066.53000 37328.55 NS LIGHTING LIGHTING LUMINAIRE 175 WATT | | | METAL HALIDE | | | 1760 59000 10.000 EA | 534.00000 5340.00| 824.00000 8240.00| 533.93000 5339.30 NS LIGHTING LIGHTING NS LIGHTING | | | JUNCTION BOX JB-3C | | | SECTION TOTALS | $ 2,688,556.46| $ 2,717,632.58| $ 2,774,721.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,688,556.46| $ 2,717,632.58| $ 2,774,721.07 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q46 -1 TABULATION OF BIDS CALL ORDER : Q46 CONTRACT ID : C00092623B01 COUNTIES : ROANOKE LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/30/09 COMPLETION DATE PROJECT(S) : 0024-128-306, B601 FED # NONE CONTRACT DESCRIPTION: PROPOSED BRIDGE REPAIRS RTE. 24 W.B.L. (ELM AVE.) OVER RTE. I-581 N.B.L. & S.B.L. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 221,760.59 100.0000% 2 C174 CLECO CORPORATION $ 285,238.00 128.6243% 3 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 299,581.40 135.0923% 4 F237 FREYSSINET, INC. $ 344,763.60 155.4666% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) O017 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |ORDERS CONSTRUCTION COMPANY, IN 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| 20500.00000 20500.00| 50000.00000 50000.00| 34899.55000 34899.55 MOBILIZATION | | | 0020 24152 10.000 EA | 0.01000 0.10| 500.00000 5000.00| 267.41000 2674.10 TYPE III BARRICADE 8' | | | 0030 24160 1124.000 SF | 35.00000 39340.00| 12.00000 13488.00| 15.11000 16983.64 CONSTRUCTION SIGNS | | | 0040 24272 550.000 HR | 0.01000 5.50| 30.00000 16500.00| 11.63000 6396.50 TRUCK MOUNTED ATTENUATOR | | | 0050 24278 6500.000 DAY | 0.01000 65.00| 3.00000 19500.00| 0.23000 1495.00 GROUP 2 CHANNELIZING DEVICES | | | 0060 24279 1500.000 HR | 0.01000 15.00| 17.00000 25500.00| 6.98000 10470.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0070 24281 1500.000 HR | 0.01000 15.00| 15.00000 22500.00| 1.45000 2175.00 ELECTRONIC ARROW | | | 0080 24282 50.000 HR | 1.00000 50.00| 20.00000 1000.00| 62.49000 3124.50 FLAGGER SERVICE | | | 0090 24288 72.000 DAY | 0.01000 0.72| 15.00000 1080.00| 1.45000 104.40 WARNING LIGHT TY. B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q46 -2 TABULATION OF BIDS CALL ORDER : Q46 CONTRACT ID : C00092623B01 COUNTIES : ROANOKE LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) O017 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54518 175.000 LF | 3.92000 686.00| 12.00000 2100.00| 4.36000 763.00 CONSTR.PAVE.MARK. (TY.D,CL.I)12" | | | 0110 68455 1259.000 SF | 24.53000 30883.27| 30.00000 37770.00| 35.46000 44644.14 NS PRE. & SPOT COAT EX. STR. PRE.& SPOT | | | COAT EX. STR. (STR. NO. 1802 & TYPE B) | | | 0120 68474 LUMP| 15500.00000 15500.00| 29000.00000 29000.00| 4883.14000 4883.14 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY (STR NO. 1802) | | | 0130 68490 LUMP| 2500.00000 2500.00| 1800.00000 1800.00| 1395.18000 1395.18 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL (STR. NO. 1802 & TYPE B) | | | 0140 68908 LUMP| 89400.00000 89400.00| 30000.00000 30000.00| 137061.25000 137061.25 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR GIRDER REPAIR | | | 0150 68908 LUMP| 22800.00000 22800.00| 30000.00000 30000.00| 32512.00000 32512.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR MISCELLANEOUS STEEL REPAIR | | | SECTION TOTALS | $ 221,760.59| $ 285,238.00| $ 299,581.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,760.59| $ 285,238.00| $ 299,581.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q47 -1 TABULATION OF BIDS CALL ORDER : Q47 CONTRACT ID : C00017206N01 COUNTIES : FRANKLIN LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/15/09 COMPLETION DATE PROJECT(S) : 0756-033-300, N501 FED # NONE CONTRACT DESCRIPTION: RTE. 756 SPOT IMPROVEMENTS FROM: 0.20 MILE NORTH ROUTE 806 TO: 1.30 MILE SOUTH ROUTE 806 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W090 WORLEY READY MIX CONCRETE, INCORPORATED $ 187,941.44 100.0000% 2 G974 GROUNDDOWN CONSTRUCTORS, LLC $ 203,129.25 108.0811% 3 C024 A. R. COFFEY AND SONS, INC. $ 216,145.17 115.0067% 4 D549 DCI/SHIRES, INC. $ 236,029.12 125.5865% 5 J101 J. C. JOYCE TRUCKING & PAVING CO. INC. $ 257,519.00 137.0209% 6 H101 R. W. HARRIS EXCAVATING, INC. $ 304,591.06 162.0670% 7 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 305,448.00 162.5230% ==================================================================================================================================== |( 1 ) W090 |( 2 ) G974 |( 3 ) C024 |WORLEY READY MIX CONCRETE, |GROUNDDOWN CONSTRUCTORS, LL |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 9000.00000 9000.00| 19084.50000 19084.50| 20000.00000 20000.00 MOBILIZATION | | | 0020 00125 LUMP| 50435.00000 50435.00| 44046.33000 44046.33| 46000.00000 46000.00 GRADING | | | 0030 01180 30.000 LF | 25.00000 750.00| 29.00000 870.00| 32.00000 960.00 18" PIPE | | | 0040 01240 190.000 LF | 32.00000 6080.00| 29.00000 5510.00| 42.00000 7980.00 24" PIPE | | | 0050 01420 40.000 LF | 50.00000 2000.00| 93.00000 3720.00| 92.00000 3680.00 42" PIPE | | | 0060 09150 46.000 TON | 40.00000 1840.00| 44.00000 2024.00| 40.00000 1840.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 10128 2111.000 TON | 18.40000 38842.40| 17.50000 36942.50| 18.80000 39686.80 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q47 -2 TABULATION OF BIDS CALL ORDER : Q47 CONTRACT ID : C00017206N01 COUNTIES : FRANKLIN LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W090 |( 2 ) G974 |( 3 ) C024 |WORLEY READY MIX CONCRETE, |GROUNDDOWN CONSTRUCTORS, LL |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10416 4444.000 GAL | 2.80000 12443.20| 3.47000 15420.68| 2.90000 12887.60 LIQUID ASPHALT | | | 0090 10468 67.000 TON | 50.00000 3350.00| 68.34000 4578.78| 69.75000 4673.25 COVER MATL. AGGR. NO. 68 | | | 0100 10478 56.000 TON | 50.00000 2800.00| 57.12000 3198.72| 49.56000 2775.36 COVER MATL. AGGR. NO. 78 | | | 0110 10480 56.000 TON | 50.00000 2800.00| 57.12000 3198.72| 50.61000 2834.16 COVER MATL. AGGR. NO. 8 | | | 0120 22501 360.000 LF | 10.00000 3600.00| 12.24000 4406.40| 10.50000 3780.00 FENCE FE-W1 | | | 0130 22541 12.000 EA | 150.00000 1800.00| 134.64000 1615.68| 155.00000 1860.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0140 22581 2.000 EA | 150.00000 300.00| 306.00000 612.00| 155.00000 310.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0150 24100 65.000 HR | 10.00000 650.00| 13.74000 893.10| 25.00000 1625.00 ALLAYING DUST | | | 0160 24160 176.000 SF | 2.84000 499.84| 12.80000 2252.80| 14.00000 2464.00 CONSTRUCTION SIGNS | | | 0170 24260 880.000 TON | 16.00000 14080.00| 17.61000 15496.80| 18.80000 16544.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0180 24278 3000.000 DAY | 0.65000 1950.00| 0.54000 1620.00| 1.00000 3000.00 GROUP 2 CHANNELIZING DEVICES | | | 0190 24282 1500.000 HR | 8.00000 12000.00| 13.80000 20700.00| 15.00000 22500.00 FLAGGER SERVICE | | | 0200 24287 500.000 DAY | 0.50000 250.00| 0.31000 155.00| 1.00000 500.00 WARNING LIGHT TY. A | | | 0210 27102 120.000 LB | 15.10000 1812.00| 15.30000 1836.00| 10.00000 1200.00 REGULAR SEED | | | 0220 27103 120.000 LB | 2.80000 336.00| 2.75000 330.00| 2.00000 240.00 OVERSEEDING | | | 0230 27104 20.000 LB | 22.00000 440.00| 20.40000 408.00| 24.00000 480.00 LEGUME SEED | | | 0240 27105 20.000 LB | 12.00000 240.00| 12.24000 244.80| 4.00000 80.00 LEGUME OVERSEEDING | | | 0250 27215 1.000 TON | 1100.00000 1100.00| 1122.00000 1122.00| 900.00000 900.00 FERTILIZER(15-30-15) | | | 0260 27250 2.000 TON | 125.00000 250.00| 127.50000 255.00| 160.00000 320.00 LIME | | | 0270 27321 1000.000 SY | 1.75000 1750.00| 1.53000 1530.00| 2.25000 2250.00 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q47 -3 TABULATION OF BIDS CALL ORDER : Q47 CONTRACT ID : C00017206N01 COUNTIES : FRANKLIN LETTING DATE : 05/27/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) W090 |( 2 ) G974 |( 3 ) C024 |WORLEY READY MIX CONCRETE, |GROUNDDOWN CONSTRUCTORS, LL |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27410 1.000 EA | 300.00000 300.00| 88.19000 88.19| 350.00000 350.00 CHECK DAM, ROCK TY. I | | | 0290 27415 15.000 EA | 140.00000 2100.00| 86.19000 1292.85| 150.00000 2250.00 CHECK DAM(ROCK) TY. II | | | 0300 27430 643.000 CY | 1.00000 643.00| 2.30000 1478.90| 0.00000 0.00 SILTATION CONTROL EXCAVATION | | | 0310 27505 2750.000 LF | 2.00000 5500.00| 1.85000 5087.50| 2.50000 6875.00 TEMP. SILT FENCE | | | 0320 27506 1000.000 LF | 1.00000 1000.00| 1.31000 1310.00| 2.50000 2500.00 TEMP. FILTER BARRIER | | | 0330 54020 4000.000 LF | 1.75000 7000.00| 0.45000 1800.00| 0.70000 2800.00 TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 187,941.44| $ 203,129.25| $ 216,145.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 187,941.44| $ 203,129.25| $ 216,145.17 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q52 -1 TABULATION OF BIDS CALL ORDER : Q52 CONTRACT ID : CM909PAA90864 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 09/30/10 COMPLETION DATE PROJECT(S) : PA-9A-09 FED # NONE CONTRACT DESCRIPTION: ASPHALT PATCHING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 1,930,120.00 100.0000% 2 B042 JULIUS BRANSCOME, INC. $ 2,085,814.00 108.0665% 3 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 2,357,264.00 122.1304% 4 C1243 COMMONWEALTH PAVING, INC. $ 2,376,394.00 123.1216% 5 F373 FINLEY ASPHALT & SEALING, INC. $ 2,527,560.00 130.9535% 6 E939 ESPINA PAVING, INC. $ 2,723,620.00 141.1114% 7 F034 FORT MYER CONSTRUCTION CORPORATION $ 2,838,966.00 147.0875% ==================================================================================================================================== |( 1 ) A477 |( 2 ) B042 |( 3 ) V160 |ARTHUR CONSTRUCTION CO., IN |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10495 250.000 HR | 25.00000 6250.00| 23.00000 5750.00| 35.00000 8750.00 PILOT VEHICLES | | | 0020 15309 5000.000 SY | 13.50000 67500.00| 13.50000 67500.00| 17.00000 85000.00 NS PAVEMENT PAVEMENT ASPHALT PATCH | | | BM-25.0, 2" < 50SY | | | 0030 15309 20000.000 SY | 11.25000 225000.00| 13.00000 260000.00| 17.00000 340000.00 NS PAVEMENT PAVEMENT ASPHALT PATCH | | | BM-25.0, 2" > 50SY | | | 0040 15309 30000.000 SY | 23.50000 705000.00| 25.00000 750000.00| 24.00000 720000.00 NS PAVEMENT PAVEMENT ASPHALT PATCH | | | BM-25.0, 4" < 50SY | | | 0050 15309 30000.000 SY | 21.25000 637500.00| 23.00000 690000.00| 24.00000 720000.00 NS PAVEMENT PAVEMENT ASPHALT PATCH | | | BM-25.0, 4" > 50SY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q52 -2 TABULATION OF BIDS CALL ORDER : Q52 CONTRACT ID : CM909PAA90864 COUNTIES : FAIRFAX LETTING DATE : 05/27/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) B042 |( 3 ) V160 |ARTHUR CONSTRUCTION CO., IN |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 15309 15000.000 SY | 11.25000 168750.00| 13.00000 195000.00| 19.00000 285000.00 NS PAVEMENT PAVEMENT ASPHALT PATCH SM-9 | | | 5A, 2" | | | 0070 15309 5000.000 SY | 12.00000 60000.00| 13.00000 65000.00| 20.00000 100000.00 NS PAVEMENT PAVEMENT ASPHALT PATCH SM-9 | | | 5D, 2" | | | 0080 24160 512.000 SF | 10.00000 5120.00| 17.00000 8704.00| 22.00000 11264.00 CONSTRUCTION SIGNS | | | 0090 24272 500.000 HR | 20.00000 10000.00| 25.00000 12500.00| 55.00000 27500.00 TRUCK MOUNTED ATTENUATOR | | | 0100 24279 250.000 HR | 20.00000 5000.00| 8.00000 2000.00| 25.00000 6250.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0110 24281 500.000 HR | 10.00000 5000.00| 8.00000 4000.00| 11.00000 5500.00 ELECTRONIC ARROW | | | 0120 24282 1000.000 HR | 20.00000 20000.00| 19.00000 19000.00| 26.00000 26000.00 FLAGGER SERVICE | | | 0130 54020 1000.000 LF | 4.00000 4000.00| 1.26000 1260.00| 6.00000 6000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0140 54032 1000.000 LF | 4.00000 4000.00| 1.52000 1520.00| 7.00000 7000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0150 54075 1000.000 LF | 7.00000 7000.00| 3.58000 3580.00| 9.00000 9000.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | SECTION TOTALS | $ 1,930,120.00| $ 2,085,814.00| $ 2,357,264.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,930,120.00| $ 2,085,814.00| $ 2,357,264.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q53 -1 TABULATION OF BIDS CALL ORDER : Q53 CONTRACT ID : C00080050N01 COUNTIES : PITTSYLVANIA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/01/10 COMPLETION DATE PROJECT(S) : 0831-071-P38, N501 FED # NONE CONTRACT DESCRIPTION: RTE. 831 PAVE IN PLACE FROM: INT. RTE. 813 TO: INT. RTE. 850 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W061 WHITE'S CONSTRUCTION COMPANY, INC. $ 464,550.93 100.0000% 2 C359 CREWS CONSTRUCTION COMPANY, INC. $ 473,959.59 102.0253% 3 J101 J. C. JOYCE TRUCKING & PAVING CO. INC. $ 601,835.50 129.5521% 4 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 616,753.23 132.7633% 5 H101 R. W. HARRIS EXCAVATING, INC. $ 656,041.35 141.2205% 6 W210 BURLEIGH CONSTRUCTION CO., INC. $ 694,282.96 149.4525% ==================================================================================================================================== |( 1 ) W061 |( 2 ) C359 |( 3 ) J101 |WHITE'S CONSTRUCTION COMPAN |CREWS CONSTRUCTION COMPANY, |J. C. JOYCE TRUCKING & PAVING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 20040.00000 20040.00| 8495.08000 8495.08| 50000.00000 50000.00 MOBILIZATION | | | 0020 00125 LUMP| 40000.00000 40000.00| 83999.22000 83999.22| 75000.00000 75000.00 GRADING | | | 0030 00211 179.000 CY | 25.00000 4475.00| 11.37000 2035.23| 20.00000 3580.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0040 00505 14.000 TON | 22.80000 319.20| 18.67000 261.38| 40.00000 560.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0050 00506 8.000 TON | 27.00000 216.00| 32.03000 256.24| 50.00000 400.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0060 00525 18.000 CY | 926.49000 16676.82| 745.66000 13421.88| 850.00000 15300.00 CONCRETE CLASS A3 MISC. | | | 0070 01120 32.000 LF | 20.96000 670.72| 12.99000 415.68| 16.30000 521.60 12" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q53 -2 TABULATION OF BIDS CALL ORDER : Q53 CONTRACT ID : C00080050N01 COUNTIES : PITTSYLVANIA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W061 |( 2 ) C359 |( 3 ) J101 |WHITE'S CONSTRUCTION COMPAN |CREWS CONSTRUCTION COMPANY, |J. C. JOYCE TRUCKING & PAVING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 01122 36.000 LF | 23.97000 862.92| 14.66000 527.76| 30.00000 1080.00 12" CONC. PIPE | | | 0090 01150 120.000 LF | 21.99000 2638.80| 15.29000 1834.80| 18.50000 2220.00 15" PIPE | | | 0100 01182 32.000 LF | 44.95000 1438.40| 39.36000 1259.52| 45.65000 1460.80 18" CONC. PIPE | | | 0110 01242 32.000 LF | 54.01000 1728.32| 49.31000 1577.92| 70.00000 2240.00 24" CONC. PIPE | | | 0120 01482 96.000 LF | 169.92000 16312.32| 133.70000 12835.20| 200.00000 19200.00 48" CONC. PIPE | | | 0130 09150 216.000 TON | 40.00000 8640.00| 34.88000 7534.08| 48.00000 10368.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0140 10123 7221.000 TON | 16.80000 121312.80| 16.79000 121240.59| 18.50000 133588.50 AGGR. BASE MATL. TY. I NO. 21A | | | 0150 10416 13485.000 GAL | 2.42000 32633.70| 1.70000 22924.50| 2.50000 33712.50 LIQUID ASPHALT | | | 0160 10468 225.000 TON | 18.48000 4158.00| 33.73000 7589.25| 35.00000 7875.00 COVER MATL. AGGR. NO. 68 | | | 0170 10478 188.000 TON | 18.80000 3534.40| 32.96000 6196.48| 42.00000 7896.00 COVER MATL. AGGR. NO. 78 | | | 0180 10482 150.000 TON | 19.32000 2898.00| 33.73000 5059.50| 42.00000 6300.00 COVER MATL. AGGR. NO. 8P | | | 0190 24100 315.000 HR | 10.00000 3150.00| 5.06000 1593.90| 37.00000 11655.00 ALLAYING DUST | | | 0200 24260 1887.000 TON | 18.80000 35475.60| 15.55000 29342.85| 18.00000 33966.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0210 24265 LUMP| 11580.00000 11580.00| 19143.00000 19143.00| 20000.00000 20000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC MOT | | | 0220 26117 2120.000 TON | 35.00000 74200.00| 32.94000 69832.80| 45.00000 95400.00 DRY RIPRAP CL. AI | | | 0230 26239 328.000 TON | 51.70000 16957.60| 36.96000 12122.88| 55.00000 18040.00 DRY RIPRAP CL.II 38" | | | 0240 27102 1325.000 LB | 11.03000 14614.75| 11.03000 14614.75| 8.40000 11130.00 REGULAR SEED | | | 0250 27103 828.000 LB | 2.89000 2392.92| 2.89000 2392.92| 6.20000 5133.60 OVERSEEDING | | | 0260 27104 65.000 LB | 21.00000 1365.00| 21.00000 1365.00| 12.60000 819.00 LEGUME SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q53 -3 TABULATION OF BIDS CALL ORDER : Q53 CONTRACT ID : C00080050N01 COUNTIES : PITTSYLVANIA LETTING DATE : 05/27/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W061 |( 2 ) C359 |( 3 ) J101 |WHITE'S CONSTRUCTION COMPAN |CREWS CONSTRUCTION COMPANY, |J. C. JOYCE TRUCKING & PAVING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27105 41.000 LB | 12.60000 516.60| 12.60000 516.60| 9.75000 399.75 LEGUME OVERSEEDING | | | 0280 27215 2.000 TON | 1155.00000 2310.00| 1155.00000 2310.00| 815.00000 1630.00 FERTILIZER(15-30-15) | | | 0290 27250 26.000 TON | 131.25000 3412.50| 131.25000 3412.50| 130.00000 3380.00 LIME | | | 0300 27321 1311.000 SY | 3.00000 3933.00| 1.84000 2412.24| 2.25000 2949.75 PROTECTIVE COVERING EC-2 | | | 0310 27415 52.000 EA | 150.00000 7800.00| 125.38000 6519.76| 200.00000 10400.00 CHECK DAM(ROCK) TY. II | | | 0320 27422 1.000 EA | 800.00000 800.00| 612.07000 612.07| 2500.00000 2500.00 DEWATERING BASIN | | | 0330 27430 631.000 CY | 0.01000 6.31| 4.21000 2656.51| 5.00000 3155.00 SILTATION CONTROL EXCAVATION | | | 0340 27505 3325.000 LF | 2.25000 7481.25| 2.30000 7647.50| 3.00000 9975.00 TEMP. SILT FENCE | | | SECTION TOTALS | $ 464,550.93| $ 473,959.59| $ 601,835.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,550.93| $ 473,959.59| $ 601,835.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q58 -1 TABULATION OF BIDS CALL ORDER : Q58 CONTRACT ID : C00091430N01 COUNTIES : DICKENSON LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : 9999-025-R43,N501 FED # NONE 0601-025-T45,N501 FED # NONE CONTRACT DESCRIPTION: ASPHALT OVERLAY VARIOUS LOCATIONS IN DICKENSON CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,163,983.26 100.0000% 2 M109 MAC CONST., INC. $ 1,253,732.12 107.7105% ==================================================================================================================================== |( 1 ) W048 |( 2 ) M109 |( ) |W-L CONSTRUCTION & PAVING, |MAC CONST., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10598 16500.000 TON | 69.48000 1146420.00| 74.50000 1229250.00| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SM19.0A | | | 0020 54032 53222.000 LF | 0.33000 17563.26| 0.46000 24482.12| TYPE B CLASS I PAVE. LINE MARKING 4" | | | SECTION TOTALS | $ 1,163,983.26| $ 1,253,732.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,163,983.26| $ 1,253,732.12| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q59 -1 TABULATION OF BIDS CALL ORDER : Q59 CONTRACT ID : C00091790N01 COUNTIES : WISE LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : 9999-097-R08,N501 FED # NONE CONTRACT DESCRIPTION: ASPHALT OVERLAY VARIOUS LOCATIONS IN WISE CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 945,910.86 100.0000% ==================================================================================================================================== |( 1 ) W048 |( 2 ) M109 |( ) |W-L CONSTRUCTION & PAVING, |MAC CONST., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10598 11267.000 TON | 80.58000 907894.86| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SM19.0A | | | 0020 54032 84480.000 LF | 0.45000 38016.00| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | SECTION TOTALS | $ 945,910.86| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 945,910.86| $ 1,253,732.12| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/08/09 PAGE : Q60 -1 TABULATION OF BIDS CALL ORDER : Q60 CONTRACT ID : C00092198N01 COUNTIES : BUCHANAN LETTING DATE : 05/27/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : 9999-013-T03,N501 FED # NONE CONTRACT DESCRIPTION: ASPHALT OVERLAY VARIOUS LOCATIONS IN BUCHANAN CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M109 MAC CONST., INC. $ 632,158.90 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 682,705.01 107.9958% ==================================================================================================================================== |( 1 ) M109 |( 2 ) W048 |( ) |MAC CONST., INC. |W-L CONSTRUCTION & PAVING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10598 6709.000 TON | 70.50000 472984.50| 76.35000 512232.15| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SM19.0A | | | 0020 10598 907.000 TON | 86.50000 78455.50| 91.50000 82990.50| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SM19.0E | | | 0030 10630 16472.000 SY | 1.60000 26355.20| 1.79000 29484.88| FLEXIBLE PAVEMENT PLANING | | | 0040 16242 1655.000 TON | 26.00000 43030.00| 28.50000 47167.50| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B SHOULDER STONE | | | 0050 54020 25186.000 LF | 0.45000 11333.70| 0.43000 10829.98| TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 632,158.90| $ 682,705.01| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 632,158.90| $ 682,705.01| $ ====================================================================================================================================