BID TABULATIONS JULY 25, 2012 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following project has been rejected: ORDER NO. PROJECT J01 (NFO)EN00-029-161,M501 A69 (NFO)U000-330-103,C501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A36 -1 TABULATION OF BIDS CALL ORDER : A36 CONTRACT ID : C00102616N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 07/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/08/14 COMPLETION DATE PROJECT(S) : (FO)0264-134-765, N501 FED # NH-PM05 (337) CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIR RAILROAD BRIDGE WEST OF WITCHDUCK ROAD - M.P.14.9 0.20 MI. W. LYNNHAVEN PARKWAY - M.P. 20.3 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D048 DENTON CONCRETE SERVICES COMPANY $ 3,869,102.11 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 4,053,292.80 104.7606% 3 C333 CURTIS CONTRACTING, INC. $ 4,289,818.57 110.8737% 4 B850 BRANSCOME INC. $ 4,617,360.23 119.3393% 5 D011 DOREY ELECTRIC COMPANY $ 4,781,796.00 123.5893% 6 G136 KIEWIT INFRASTRUCTURE SOUTH CO. $ 5,357,712.95 138.4743% 7 F034 FORT MYER CONSTRUCTION CORPORATION $ 5,482,136.00 141.6901% ==================================================================================================================================== |( 1 ) D048 |( 2 ) I933 |( 3 ) C333 |DENTON CONCRETE SERVICES CO |INTERSTATE IMPROVEMENT, INC |CURTIS CONTRACTING, 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| 1000.00000 1000.00| 230018.80000 230018.80| 68104.11000 68104.11 MOBILIZATION | | | 0020 10121 120.000 TON | 35.00000 4200.00| 25.00000 3000.00| 102.35000 12282.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 100.000 TON | 100.00000 10000.00| 75.00000 7500.00| 90.24000 9024.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15301 22157.000 SY | 138.23000 3062762.11| 138.00000 3057666.00| 151.78000 3362989.46 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0050 15302 5000.000 SY | 144.00000 720000.00| 136.00000 680000.00| 151.51000 757550.00 PATCHING CEMENT CONC. PAVE., TYPE II | | | 0060 24160 600.000 SF | 20.00000 12000.00| 20.34000 12204.00| 5.77000 3462.00 CONSTRUCTION SIGNS | | | 0070 24272 3480.000 HR | 0.50000 1740.00| 0.50000 1740.00| 1.15000 4002.00 TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A36 -2 TABULATION OF BIDS CALL ORDER : A36 CONTRACT ID : C00102616N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 07/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) D048 |( 2 ) I933 |( 3 ) C333 |DENTON CONCRETE SERVICES CO |INTERSTATE IMPROVEMENT, INC |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24278 34800.000 DAY | 0.15000 5220.00| 0.10000 3480.00| 0.01000 348.00 GROUP 2 CHANNELIZING DEVICES | | | 0090 24279 3480.000 HR | 0.50000 1740.00| 0.50000 1740.00| 1.15000 4002.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0100 24281 3480.000 HR | 0.50000 1740.00| 0.10000 348.00| 1.15000 4002.00 ELECTRONIC ARROW | | | 0110 54076 12400.000 LF | 3.00000 37200.00| 3.49000 43276.00| 4.02000 49848.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0120 54077 1000.000 LF | 4.00000 4000.00| 4.32000 4320.00| 4.98000 4980.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0130 54218 250.000 EA | 30.00000 7500.00| 32.00000 8000.00| 36.90000 9225.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | SECTION TOTALS | $ 3,869,102.11| $ 4,053,292.80| $ 4,289,818.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,869,102.11| $ 4,053,292.80| $ 4,289,818.57 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A37 -1 TABULATION OF BIDS CALL ORDER : A37 CONTRACT ID : C00102617N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 07/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/08/14 COMPLETION DATE PROJECT(S) : (FO)0264-134-766, N501 FED # AC-NH-PM05 (338) CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIR 900 FT. EAST OF LONDON CREEK BRIDGE - M.P. 21.0 PARKS AVENUE - M.P.24.9 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D048 DENTON CONCRETE SERVICES COMPANY $ 3,741,694.36 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 3,946,173.00 105.4649% 3 C333 CURTIS CONTRACTING, INC. $ 4,295,847.02 114.8102% 4 B850 BRANSCOME INC. $ 4,644,942.86 124.1401% 5 D011 DOREY ELECTRIC COMPANY $ 4,886,739.00 130.6023% 6 G136 KIEWIT INFRASTRUCTURE SOUTH CO. $ 5,373,464.00 143.6104% 7 F034 FORT MYER CONSTRUCTION CORPORATION $ 5,616,806.00 150.1140% ==================================================================================================================================== |( 1 ) D048 |( 2 ) I933 |( 3 ) C333 |DENTON CONCRETE SERVICES CO |INTERSTATE IMPROVEMENT, INC |CURTIS CONTRACTING, 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| 1000.00000 1000.00| 231055.00000 231055.00| 68104.06000 68104.06 MOBILIZATION | | | 0020 10121 120.000 TON | 35.00000 4200.00| 25.00000 3000.00| 96.30000 11556.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 100.000 TON | 100.00000 10000.00| 75.00000 7500.00| 90.24000 9024.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15301 23896.000 SY | 132.41000 3164069.36| 133.00000 3178168.00| 150.51000 3596586.96 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0050 15302 3400.000 SY | 144.00000 489600.00| 132.00000 448800.00| 155.24000 527816.00 PATCHING CEMENT CONC. PAVE., TYPE II | | | 0060 24160 600.000 SF | 20.00000 12000.00| 20.34000 12204.00| 5.77000 3462.00 CONSTRUCTION SIGNS | | | 0070 24272 3400.000 HR | 0.50000 1700.00| 0.50000 1700.00| 1.15000 3910.00 TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A37 -2 TABULATION OF BIDS CALL ORDER : A37 CONTRACT ID : C00102617N01 COUNTIES : VIRGINIA BEACH LETTING DATE : 07/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) D048 |( 2 ) I933 |( 3 ) C333 |DENTON CONCRETE SERVICES CO |INTERSTATE IMPROVEMENT, INC |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24278 33500.000 DAY | 0.15000 5025.00| 0.10000 3350.00| 0.01000 335.00 GROUP 2 CHANNELIZING DEVICES | | | 0090 24279 3400.000 HR | 0.50000 1700.00| 0.50000 1700.00| 1.15000 3910.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0100 24281 3400.000 HR | 0.50000 1700.00| 0.10000 340.00| 1.15000 3910.00 ELECTRONIC ARROW | | | 0110 54076 12400.000 LF | 3.00000 37200.00| 3.49000 43276.00| 4.02000 49848.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0120 54077 1500.000 LF | 4.00000 6000.00| 4.72000 7080.00| 5.44000 8160.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0130 54218 250.000 EA | 30.00000 7500.00| 32.00000 8000.00| 36.90000 9225.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | SECTION TOTALS | $ 3,741,694.36| $ 3,946,173.00| $ 4,295,847.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,741,694.36| $ 3,946,173.00| $ 4,295,847.02 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A57 -1 TABULATION OF BIDS CALL ORDER : A57 CONTRACT ID : C00056152N01 COUNTIES : ALLEGHANY LETTING DATE : 07/25/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : (NFO)0617-003-167,N501 FED # FH-0074(002) CONTRACT DESCRIPTION: RTE. 617 SAFETY IMPROVEMENTS 0.48 MI. S. RTE. 616 0.03 MI. S. RTE. 616 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C024 A. R. COFFEY AND SONS, INC. $ 297,653.00 100.0000% 2 P020 F. CLAYTON PLECKER & SONS, INC. $ 325,781.30 109.4500% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 382,730.00 128.5826% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 397,961.00 133.6996% 5 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 502,322.44 168.7611% ==================================================================================================================================== |( 1 ) C024 |( 2 ) P020 |( 3 ) A013 |A. R. COFFEY AND SONS, INC. |F. CLAYTON PLECKER & SONS, |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| 35000.00000 35000.00 MOBILIZATION | | | 0020 00120 1887.000 CY | 94.00000 177378.00| 105.00000 198135.00| 130.00000 245310.00 REGULAR EXCAVATION | | | 0030 02092 120.000 EA | 10.00000 1200.00| 40.00000 4800.00| 25.00000 3000.00 NS SPEC. DES. SPEC. DES. GRAVEL BAG | | | 0040 06181 1.000 EA | 620.00000 620.00| 1000.00000 1000.00| 1100.00000 1100.00 18" END SECTION ES-1 | | | 0050 10128 263.000 TON | 45.00000 11835.00| 28.00000 7364.00| 35.00000 9205.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0060 10635 356.000 TON | 106.00000 37736.00| 107.00000 38092.00| 110.00000 39160.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0070 10610 85.000 TON | 171.00000 14535.00| 164.00000 13940.00| 165.00000 14025.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0080 10628 3524.000 SY | 3.50000 12334.00| 3.00000 10572.00| 4.00000 14096.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A57 -2 TABULATION OF BIDS CALL ORDER : A57 CONTRACT ID : C00056152N01 COUNTIES : ALLEGHANY LETTING DATE : 07/25/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) P020 |( 3 ) A013 |A. R. COFFEY AND SONS, INC. |F. CLAYTON PLECKER & SONS, |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 11070 1774.000 LF | 4.50000 7983.00| 3.00000 5322.00| 5.00000 8870.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 6" DEPTH | | | 0100 24152 5.000 EA | 350.00000 1750.00| 750.00000 3750.00| 350.00000 1750.00 TYPE III BARRICADE 8' | | | 0110 24160 200.000 SF | 16.50000 3300.00| 22.00000 4400.00| 18.00000 3600.00 CONSTRUCTION SIGNS | | | 0120 24278 360.000 DAY | 2.00000 720.00| 1.00000 360.00| 1.00000 360.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24282 80.000 HR | 15.00000 1200.00| 20.00000 1600.00| 20.00000 1600.00 FLAGGER SERVICE | | | 0140 27102 192.000 LB | 16.00000 3072.00| 18.00000 3456.00| 16.00000 3072.00 REGULAR SEED | | | 0150 27103 120.000 LB | 5.00000 600.00| 10.00000 1200.00| 3.00000 360.00 OVERSEEDING | | | 0160 27215 0.290 TON | 1000.00000 290.00| 1000.00000 290.00| 1800.00000 522.00 FERTILIZER(15-30-15) | | | 0170 27250 4.000 TON | 200.00000 800.00| 300.00000 1200.00| 200.00000 800.00 LIME | | | 0180 27430 30.000 CY | 0.00000 0.00| 0.01000 0.30| 20.00000 600.00 SILTATION CONTROL EXCAVATION | | | 0190 27506 100.000 LF | 3.00000 300.00| 3.00000 300.00| 3.00000 300.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 297,653.00| $ 325,781.30| $ 382,730.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,653.00| $ 325,781.30| $ 382,730.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A61 -1 TABULATION OF BIDS CALL ORDER : A61 CONTRACT ID : C00061028B01 COUNTIES : WESTMORELAND LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 03/15/13 COMPLETION DATE PROJECT(S) : (NFO)0205-096-101, B601 FED # BR-096-6(015) (NFO0205-096-101, C501,B601 FED # BR-096-6(015) (NFO)0205-096-101, C501 FED # BR-096-6(015) OTHERS CONTRACT DESCRIPTION: BRIDGE REHAB. OVER TIDE MILL STREAM, APPR. & MITIGATION AREA 0.052 MILES WEST OF TIDE MILL STREAM 0.043 MILES EAST OF TIDE MILL STREAM SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B303 BRYANT CONTRACTING, INC. $ 1,318,739.50 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 1,479,878.00 112.2191% 3 S837 J. SANDERS CONSTRUCTION CO. $ 1,534,275.00 116.3441% 4 A003 ABERNATHY CONSTRUCTION CORPORATION $ 2,277,941.70 172.7363% ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) S837 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |J. SANDERS CONSTRUCTION CO. 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| 95000.00000 95000.00| 95000.00000 95000.00| 92500.00000 92500.00 MOBILIZATION | | | 0020 00101 LUMP| 4500.00000 4500.00| 11000.00000 11000.00| 6000.00000 6000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 10000.00000 10000.00| 12000.00000 12000.00| 1500.00000 1500.00 CLEARING AND GRUBBING | | | 0040 00120 1569.000 CY | 28.00000 43932.00| 24.00000 37656.00| 25.00000 39225.00 REGULAR EXCAVATION | | | 0050 00140 874.000 CY | 38.00000 33212.00| 26.00000 22724.00| 20.00000 17480.00 BORROW EXCAVATION | | | 0060 00155 350.000 SY | 2.00000 700.00| 4.00000 1400.00| 3.00000 1050.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A61 -2 TABULATION OF BIDS CALL ORDER : A61 CONTRACT ID : C00061028B01 COUNTIES : WESTMORELAND LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) S837 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |J. SANDERS CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00700 60.000 LF | 15.00000 900.00| 16.00000 960.00| 15.00000 900.00 POST INSTALLATION INSPECTION | | | 0080 01152 60.000 LF | 35.00000 2100.00| 91.00000 5460.00| 30.00000 1800.00 15" CONC. PIPE | | | 0090 10100 640.000 TON | 27.00000 17280.00| 29.00000 18560.00| 30.00000 19200.00 AGGR. MATL. NO. 21B | | | 0100 10250 16.000 TON | 34.00000 544.00| 32.00000 512.00| 50.00000 800.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | STONE | | | 0110 10607 165.000 TON | 160.00000 26400.00| 110.00000 18150.00| 130.00000 21450.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0120 10610 460.000 TON | 120.00000 55200.00| 100.00000 46000.00| 125.00000 57500.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0130 10628 5655.000 SY | 3.00000 16965.00| 4.50000 25447.50| 6.50000 36757.50 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 10642 220.000 TON | 120.00000 26400.00| 93.00000 20460.00| 115.00000 25300.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0150 11070 185.000 LF | 7.00000 1295.00| 2.00000 370.00| 6.00000 1110.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0160 13310 12.500 LF | 84.00000 1050.00| 87.00000 1087.50| 138.00000 1725.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0170 13320 300.000 LF | 19.40000 5820.00| 22.00000 6600.00| 31.56000 9468.00 GUARDRAIL GR-2 | | | 0180 13345 2.000 EA | 2300.00000 4600.00| 2500.00000 5000.00| 3150.00000 6300.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13383 3.000 EA | 2000.00000 6000.00| 1950.00000 5850.00| 3150.00000 9450.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0200 13530 35.000 CY | 750.00000 26250.00| 1100.00000 38500.00| 1200.00000 42000.00 RETAINING WALL RW-3 | | | 0210 13565 111.000 CY | 30.00000 3330.00| 70.00000 7770.00| 50.00000 5550.00 RETAINING WALL EXCAVATION | | | 0220 13607 1.000 EA | 16600.00000 16600.00| 22000.00000 22000.00| 30625.00000 30625.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0230 14260 46.000 TON | 35.00000 1610.00| 32.00000 1472.00| 40.00000 1840.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0240 24100 40.000 HR | 35.00000 1400.00| 32.00000 1280.00| 10.00000 400.00 ALLAYING DUST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A61 -3 TABULATION OF BIDS CALL ORDER : A61 CONTRACT ID : C00061028B01 COUNTIES : WESTMORELAND LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) S837 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |J. SANDERS CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 24152 10.000 EA | 250.00000 2500.00| 470.00000 4700.00| 325.00000 3250.00 TYPE III BARRICADE 8' | | | 0260 24160 2565.000 SF | 20.00000 51300.00| 20.00000 51300.00| 17.00000 43605.00 CONSTRUCTION SIGNS | | | 0270 24272 40.000 HR | 25.00000 1000.00| 36.00000 1440.00| 20.00000 800.00 TRUCK MOUNTED ATTENUATOR | | | 0280 24278 6120.000 DAY | 0.90000 5508.00| 1.00000 6120.00| 0.55000 3366.00 GROUP 2 CHANNELIZING DEVICES | | | 0290 24279 672.000 HR | 6.00000 4032.00| 13.00000 8736.00| 6.00000 4032.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0300 24282 160.000 HR | 18.00000 2880.00| 20.00000 3200.00| 23.00000 3680.00 FLAGGER SERVICE | | | 0310 24288 2200.000 DAY | 1.10000 2420.00| 1.00000 2200.00| 2.50000 5500.00 WARNING LIGHT TY. B | | | 0320 24297 40.000 LF | 20.00000 800.00| 48.00000 1920.00| 80.00000 3200.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0330 24430 1330.000 SY | 6.00000 7980.00| 13.00000 17290.00| 10.00000 13300.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0340 24502 2.000 EA | 100.00000 200.00| 380.00000 760.00| 150.00000 300.00 NS REMOVE EXIST. REMOVE EXIST. & | | | DISPOSE OF SIGN/STRUCT | | | 0350 24502 1.000 EA | 100.00000 100.00| 380.00000 380.00| 100.00000 100.00 NS REMOVE EXIST. REMOVE EXIST. & | | | DISPOSE OF SIGN PANEL | | | 0360 24502 1.000 EA | 100.00000 100.00| 380.00000 380.00| 150.00000 150.00 NS REMOVE EXIST. REMOVE EXIST. & | | | DISPOSE OF SIGN STRUCTURE | | | 0370 24505 1.000 EA | 200.00000 200.00| 380.00000 380.00| 100.00000 100.00 NS RELOCATE EXIST. RELOCATE EXIST. SIGN | | | PANEL | | | 0380 24601 460.000 LF | 3.00000 1380.00| 8.50000 3910.00| 4.00000 1840.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL & END SECTION | | | 0390 25505 6.000 MO | 1200.00000 7200.00| 2000.00000 12000.00| 750.00000 4500.00 FIELD OFFICE TY.I | | | 0400 26117 62.000 TON | 66.00000 4092.00| 58.00000 3596.00| 141.00000 8742.00 DRY RIPRAP CL. AI | | | 0410 26270 200.000 SY | 50.00000 10000.00| 110.00000 22000.00| 118.00000 23600.00 NS DRY RIPRAP DRY RIPRAP CLASS A1 18" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A61 -4 TABULATION OF BIDS CALL ORDER : A61 CONTRACT ID : C00061028B01 COUNTIES : WESTMORELAND LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) S837 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |J. SANDERS CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 27012 0.350 ACRE| 18350.00000 6422.50| 17000.00000 5950.00| 3000.00000 1050.00 TOPSOIL CLASS A 2" | | | 0430 27102 73.000 LB | 12.00000 876.00| 13.00000 949.00| 18.00000 1314.00 REGULAR SEED | | | 0440 27103 46.000 LB | 12.00000 552.00| 6.50000 299.00| 18.00000 828.00 OVERSEEDING | | | 0450 27215 0.100 TON | 800.00000 80.00| 830.00000 83.00| 2400.00000 240.00 FERTILIZER(15-30-15) | | | 0460 27250 1.300 TON | 400.00000 520.00| 440.00000 572.00| 625.00000 812.50 LIME | | | 0470 27284 265.000 SY | 1.00000 265.00| 3.00000 795.00| 5.00000 1325.00 EROSION CONTROL MULCH | | | 0480 27321 205.000 SY | 3.00000 615.00| 3.00000 615.00| 6.10000 1250.50 PROTECTIVE COVERING EC-2 | | | 0490 27415 6.000 EA | 200.00000 1200.00| 330.00000 1980.00| 325.00000 1950.00 CHECK DAM(ROCK) TY. II | | | 0500 27422 2.000 EA | 500.00000 1000.00| 1800.00000 3600.00| 1500.00000 3000.00 DEWATERING BASIN | | | 0510 27430 44.000 CY | 1.00000 44.00| 26.00000 1144.00| 20.00000 880.00 SILTATION CONTROL EXCAVATION | | | 0520 27440 40.000 HR | 45.00000 1800.00| 30.00000 1200.00| 50.00000 2000.00 MOWING | | | 0530 27505 200.000 LF | 4.00000 800.00| 9.50000 1900.00| 2.50000 500.00 TEMP. SILT FENCE | | | 0540 27525 302.000 LF | 25.00000 7550.00| 29.00000 8758.00| 8.00000 2416.00 TURBIDITY CURTAIN, PERVIOUS | | | 0550 38953 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 1500.00000 1500.00 NS LANDSCAPE LANDSCAPE CLEARING & | | | GRUBBING MITIGATION AREA | | | 0560 39002 8.000 EA | 25.00000 200.00| 120.00000 960.00| 400.00000 3200.00 NS SHRUB SHRUB SALTBUSH NO. 1 CONT. | | | 0570 39003 1128.000 EA | 2.00000 2256.00| 5.00000 5640.00| 6.00000 6768.00 NS HERB HERB SMOOTH CORDGRASS 2" PLUG | | | 0580 39004 1.000 LB | 50.00000 50.00| 330.00000 330.00| 50.00000 50.00 NS SEED MIXTURE SEED MIXTURE UPLAND | | | SEED MIX | | | 0590 41104 1.000 EA | 900.00000 900.00| 850.00000 850.00| 250.00000 250.00 ADJUST EXIST. VALVE BOX | | | 0600 42047 142.000 LF | 375.00000 53250.00| 94.00000 13348.00| 105.50000 14981.00 4" SANITARY SEWER FORCE MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A61 -5 TABULATION OF BIDS CALL ORDER : A61 CONTRACT ID : C00061028B01 COUNTIES : WESTMORELAND LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) S837 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |J. SANDERS CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 50108 21.000 SF | 40.00000 840.00| 40.00000 840.00| 30.00000 630.00 SIGN PANEL | | | 0620 50432 15.000 LF | 15.00000 225.00| 50.00000 750.00| 26.00000 390.00 SIGN POST STP-1 2 3/16" | | | 0630 50434 40.000 LF | 50.00000 2000.00| 64.00000 2560.00| 29.00000 1160.00 SIGN POST STP-1 2 1/2" | | | 0640 50490 3.000 EA | 60.00000 180.00| 300.00000 900.00| 400.00000 1200.00 CONCRETE FOUNDATION STP-1 | | | 0650 51955 LUMP| 40000.00000 40000.00| 33000.00000 33000.00| 10000.00000 10000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0660 54032 2420.000 LF | 0.80000 1936.00| 1.00000 2420.00| 3.10000 7502.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0670 54075 100.000 LF | 4.20000 420.00| 3.50000 350.00| 7.50000 750.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0680 54079 100.000 LF | 8.40000 840.00| 5.50000 550.00| 10.00000 1000.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0690 54100 40.000 LF | 6.30000 252.00| 12.00000 480.00| 22.50000 900.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONSTR. TY. D. CLASS III. 24" | | | 0700 54105 250.000 LF | 1.30000 325.00| 2.00000 500.00| 3.50000 875.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0710 54550 4000.000 LF | 0.65000 2600.00| 0.40000 1600.00| 2.50000 10000.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0720 60404 54.600 CY | 930.00000 50778.00| 970.00000 52962.00| 1000.00000 54600.00 CONCRETE CLASS A4 | | | 0730 60490 173.000 SY | 20.00000 3460.00| 19.00000 3287.00| 7.50000 1297.50 BRIDGE DECK GROOVING | | | 0740 61701 12290.000 LB | 1.80000 22122.00| 2.00000 24580.00| 2.50000 30725.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0750 62033 262.000 LF | 175.00000 45850.00| 330.00000 86460.00| 205.00000 53710.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0760 62535 8.000 EA | 29500.00000 236000.00| 31000.00000 248000.00| 35000.00000 280000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE HYBRID COMPOSITE BEAM | | | 24"X21" | | | 0770 64005 1304.000 TON | 38.00000 49552.00| 30.00000 39120.00| 25.00000 32600.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A61 -6 TABULATION OF BIDS CALL ORDER : A61 CONTRACT ID : C00061028B01 COUNTIES : WESTMORELAND LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) S837 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |J. SANDERS CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 64011 50.000 CY | 25.00000 1250.00| 81.00000 4050.00| 60.00000 3000.00 STRUCTURE EXCAVATION | | | 0790 64036 121.000 LF | 8.00000 968.00| 5.00000 605.00| 19.00000 2299.00 PIPE UNDERDRAIN 6" | | | 0800 65013 49.600 CY | 900.00000 44640.00| 1050.00000 52080.00| 1000.00000 49600.00 CONCRETE CLASS A3 | | | 0810 65201 3070.000 LB | 1.80000 5526.00| 2.00000 6140.00| 2.50000 7675.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0820 66120 2.000 EA | 18700.00000 37400.00| 36000.00000 72000.00| 72000.00000 144000.00 COFFERDAM | | | 0830 66922 1509.000 SF | 95.00000 143355.00| 110.00000 165990.00| 139.00000 209751.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STEEL SHEET (RETAINING | | | WALL) | | | 0840 66926 16.000 SY | 185.00000 2960.00| 160.00000 2560.00| 175.00000 2800.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTOMERIC INCLUSION (10")| | | 0850 67900 LUMP| 35000.00000 35000.00| 66000.00000 66000.00| 30000.00000 30000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. PORTION OF STRUCTURE # 1006 | | | 0860 70200 LUMP| 100.00000 100.00| 5550.00000 5550.00| 3500.00000 3500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 003 | | | SECTION TOTALS | $ 1,318,739.50| $ 1,479,878.00| $ 1,534,275.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,318,739.50| $ 1,479,878.00| $ 1,534,275.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A62 -1 TABULATION OF BIDS CALL ORDER : A62 CONTRACT ID : C00098919N01 COUNTIES : CHESTERFIELD LETTING DATE : 07/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/13/12 COMPLETION DATE PROJECT(S) : (NFO)0060-020-S23, N501 FED # HSIP-060-4(015) CONTRACT DESCRIPTION: SIDEWALK 1350' W RTE 668 400' W RTE 668 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G137 GRAHAM CONCRETE, LLC $ 89,694.00 100.0000% 2 C1349 CARR CONTRACTING CO., L.L.C. $ 89,916.01 100.2475% 3 F373 FINLEY ASPHALT & SEALING, INC. $ 104,380.00 116.3734% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 114,909.00 128.1122% 5 J273 JIREH CONSTRUCTION COMPANY, INC. $ 117,095.00 130.5494% 6 S1190 SRD, INC $ 133,789.00 149.1616% 7 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 137,067.60 152.8169% ==================================================================================================================================== |( 1 ) G137 |( 2 ) C1349 |( 3 ) F373 |GRAHAM CONCRETE LLC |CARR CONTRACTING CO., L.L.C |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 12700 196.000 LF | 50.00000 9800.00| 19.31000 3784.76| 60.00000 11760.00 STD. COMB. CURB & GUTTER CG-7 | | | 0020 12940 203.000 SY | 86.00000 17458.00| 73.08000 14835.24| 145.00000 29435.00 ENTRANCE GUTTER CG-9D | | | 0030 13108 104.000 SY | 75.00000 7800.00| 27.50000 2860.00| 100.00000 10400.00 CG-12 DETECTABLE WARNING SURFACE | | | 0040 13220 325.000 SY | 72.00000 23400.00| 41.07000 13347.75| 85.00000 27625.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0050 14120 52.000 LF | 20.00000 1040.00| 8.72000 453.44| 25.00000 1300.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0060 24265 LUMP| 28900.00000 28900.00| 50567.00000 50567.00| 19000.00000 19000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0070 24430 162.000 SY | 8.00000 1296.00| 25.11000 4067.82| 30.00000 4860.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | SECTION TOTALS | $ 89,694.00| $ 89,916.01| $ 104,380.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 89,694.00| $ 89,916.01| $ 104,380.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A72 -1 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00075933B51 COUNTIES : PULASKI LETTING DATE : 07/25/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/25/13 COMPLETION DATE PROJECT(S) : (NFO)0693-077-212,B651 FED # BROS-077-2(310) (NFO)0693-077-212,M501 FED # BROS-077-2 (310) CONTRACT DESCRIPTION: BRIDGE AND APPROACH OVER BIG REED ISLAND CREEK 0.09 MI. S. OF BIG REED ISLAND CREEK 0.17 MI. N. OF BIG REED ISLAND CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K108 KANAWHA STONE COMPANY, INC. $ 1,542,174.40 100.0000% 2 C024 A. R. COFFEY AND SONS, INC. $ 1,591,972.36 103.2291% 3 D172 DLB, INC. $ 1,725,637.14 111.8964% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,838,779.00 119.2329% 5 V004 VECELLIO & GROGAN, INC. $ 1,988,317.41 128.9295% 6 L026 D. W. LYLE CORPORATION $ 2,105,591.98 136.5340% 7 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 2,115,968.00 137.2068% 8 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 2,586,241.25 167.7010% ==================================================================================================================================== |( 1 ) K108 |( 2 ) C024 |( 3 ) D172 |KANAWHA STONE COMPANY, INC. |A. R. COFFEY AND SONS, INC. |DLB, 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| 110000.00000 110000.00| 75000.00000 75000.00| 110000.00000 110000.00 MOBILIZATION | | | 0020 00101 LUMP| 29000.00000 29000.00| 12000.00000 12000.00| 12000.00000 12000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 57000.00000 57000.00| 40000.00000 40000.00| 30000.00000 30000.00 GRADING | | | 0040 00155 355.000 SY | 3.00000 1065.00| 2.50000 887.50| 2.80000 994.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0050 00211 289.000 CY | 36.00000 10404.00| 15.00000 4335.00| 16.70000 4826.30 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0060 00525 19.000 CY | 660.00000 12540.00| 475.00000 9025.00| 530.00000 10070.00 CONCRETE CLASS A3 MISC. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A72 -2 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00075933B51 COUNTIES : PULASKI LETTING DATE : 07/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) K108 |( 2 ) C024 |( 3 ) D172 |KANAWHA STONE COMPANY, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00591 56.000 LF | 13.00000 728.00| 16.00000 896.00| 17.80000 996.80 COMB. UNDERDRAIN CD-2 | | | 0080 00595 52.000 LF | 9.00000 468.00| 15.50000 806.00| 17.25000 897.00 OUTLET PIPE | | | 0090 00596 2.000 EA | 305.00000 610.00| 525.00000 1050.00| 583.00000 1166.00 ENDWALL EW-12 | | | 0100 00700 116.000 LF | 10.00000 1160.00| 7.00000 812.00| 8.00000 928.00 POST INSTALLATION INSPECTION | | | 0110 01150 26.000 LF | 41.00000 1066.00| 35.00000 910.00| 39.00000 1014.00 15" PIPE | | | 0120 01602 90.000 LF | 307.00000 27630.00| 280.00000 25200.00| 311.00000 27990.00 60" CONC. PIPE | | | 0130 09148 3.000 TON | 59.00000 177.00| 60.50000 181.50| 67.20000 201.60 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0140 09152 80.000 TON | 31.00000 2480.00| 40.00000 3200.00| 44.50000 3560.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0150 09250 1.000 EA | 1260.00000 1260.00| 800.00000 800.00| 890.00000 890.00 SLOPE DRAIN | | | 0160 10065 991.000 TON | 27.00000 26757.00| 26.00000 25766.00| 29.00000 28739.00 AGGR. MATL. NO. 1 | | | 0170 10128 985.000 TON | 26.00000 25610.00| 24.00000 23640.00| 27.00000 26595.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10635 242.000 TON | 159.00000 38478.00| 159.30000 38550.60| 177.00000 42834.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0190 13220 13.000 SY | 61.00000 793.00| 42.00000 546.00| 47.00000 611.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0200 13320 87.500 LF | 30.00000 2625.00| 20.00000 1750.00| 56.00000 4900.00 GUARDRAIL GR-2 | | | 0210 13345 4.000 EA | 2600.00000 10400.00| 2300.00000 9200.00| 2555.00000 10220.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0220 13346 4.000 EA | 60.00000 240.00| 150.00000 600.00| 390.00000 1560.00 REMOVE GR-7 TERMINAL | | | 0230 13383 4.000 EA | 2200.00000 8800.00| 1800.00000 7200.00| 2554.00000 10216.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0240 24100 200.000 HR | 1.00000 200.00| 0.00000 0.00| 4.90000 980.00 ALLAYING DUST | | | 0250 24152 8.000 EA | 427.00000 3416.00| 350.00000 2800.00| 515.00000 4120.00 TYPE III BARRICADE 8' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A72 -3 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00075933B51 COUNTIES : PULASKI LETTING DATE : 07/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) K108 |( 2 ) C024 |( 3 ) D172 |KANAWHA STONE COMPANY, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24160 900.000 SF | 17.00000 15300.00| 18.00000 16200.00| 17.00000 15300.00 CONSTRUCTION SIGNS | | | 0270 24260 243.000 TON | 27.00000 6561.00| 20.00000 4860.00| 37.00000 8991.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0280 24278 4000.000 DAY | 0.45000 1800.00| 0.50000 2000.00| 0.60000 2400.00 GROUP 2 CHANNELIZING DEVICES | | | 0290 24282 325.000 HR | 30.00000 9750.00| 17.00000 5525.00| 21.60000 7020.00 FLAGGER SERVICE | | | 0300 24288 8550.000 DAY | 0.34000 2907.00| 1.50000 12825.00| 1.32000 11286.00 WARNING LIGHT TY. B | | | 0310 24400 2.000 UNIT| 100.00000 200.00| 350.00000 700.00| 2159.00000 4318.00 OBSCURING ROADWAY | | | 0320 24410 964.000 SY | 11.00000 10604.00| 3.00000 2892.00| 3.40000 3277.60 DEMOLITION OF PAVEMENT | | | 0330 24600 700.000 LF | 2.00000 1400.00| 1.50000 1050.00| 1.70000 1190.00 REMOVE EXISTING GUARDRAIL | | | 0340 25507 14.000 MO | 1100.00000 15400.00| 1400.00000 19600.00| 1200.00000 16800.00 FIELD OFFICE TY.III | | | 0350 26127 240.000 TON | 34.00000 8160.00| 48.00000 11520.00| 53.50000 12840.00 DRY RIPRAP CL.I 26" | | | 0360 27321 395.000 SY | 9.00000 3555.00| 2.20000 869.00| 2.50000 987.50 PROTECTIVE COVERING EC-2 | | | 0370 27415 13.000 EA | 165.00000 2145.00| 185.00000 2405.00| 205.00000 2665.00 CHECK DAM(ROCK) TY. II | | | 0380 27422 3.000 EA | 555.00000 1665.00| 1800.00000 5400.00| 2080.00000 6240.00 DEWATERING BASIN | | | 0390 27430 462.000 CY | 1.00000 462.00| 3.50000 1617.00| 3.30000 1524.60 SILTATION CONTROL EXCAVATION | | | 0400 27505 2616.000 LF | 4.00000 10464.00| 2.55000 6670.80| 2.84000 7429.44 TEMP. SILT FENCE | | | 0410 27551 100.000 LF | 2.50000 250.00| 40.00000 4000.00| 2.10000 210.00 NS SWM DR. STR. SWM DR. STR. TEMP. | | | DIVERSION DIKE | | | 0420 50108 15.000 SF | 50.00000 750.00| 28.00000 420.00| 55.60000 834.00 SIGN PANEL | | | 0430 50432 30.000 LF | 10.00000 300.00| 22.00000 660.00| 11.10000 333.00 SIGN POST STP-1 2 3/16" | | | 0440 54020 1650.000 LF | 1.00000 1650.00| 0.90000 1485.00| 2.20000 3630.00 TYPE A PAVEMENT LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A72 -4 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00075933B51 COUNTIES : PULASKI LETTING DATE : 07/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) K108 |( 2 ) C024 |( 3 ) D172 |KANAWHA STONE COMPANY, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 54075 480.000 LF | 7.00000 3360.00| 6.50000 3120.00| 5.10000 2448.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0460 60404 171.400 CY | 645.00000 110553.00| 850.00000 145690.00| 550.00000 94270.00 CONCRETE CLASS A4 | | | 0470 60490 578.000 SY | 7.00000 4046.00| 6.37000 3681.86| 7.10000 4103.80 BRIDGE DECK GROOVING | | | 0480 61701 35300.000 LB | 2.05000 72365.00| 1.95000 68835.00| 1.90000 67070.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0490 61812 202600.000 LS | 391000.00000 391000.00| 325000.00000 325000.00| 340000.00000 340000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0500 62031 460.000 LF | 126.00000 57960.00| 155.00000 71300.00| 193.00000 88780.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0510 64005 927.000 TON | 23.00000 21321.00| 30.00000 27810.00| 25.00000 23175.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0520 64011 119.600 CY | 50.00000 5980.00| 70.00000 8372.00| 131.00000 15667.60 STRUCTURE EXCAVATION | | | 0530 65013 161.600 CY | 494.00000 79830.40| 581.00000 93889.60| 420.00000 67872.00 CONCRETE CLASS A3 | | | 0540 65200 18680.000 LB | 1.05000 19614.00| 1.05000 19614.00| 1.20000 22416.00 REINF. STEEL | | | 0550 65201 6310.000 LB | 2.00000 12620.00| 2.00000 12620.00| 2.30000 14513.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0560 66120 3.000 EA | 15500.00000 46500.00| 20000.00000 60000.00| 23000.00000 69000.00 COFFERDAM | | | 0570 66127 1225.000 TON | 34.00000 41650.00| 62.00000 75950.00| 33.00000 40425.00 DRY RIPRAP CL.I 26" | | | 0580 66921 120.000 LF | 338.00000 40560.00| 515.00000 61800.00| 905.00000 108600.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE 30" DIAM DS ROCK | | | SOCKET | | | 0590 66921 28.000 LF | 338.00000 9464.00| 515.00000 14420.00| 905.00000 25340.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE 36" DIAM DS SPECIAL | | | EXCAVATION | | | 0600 66921 102.000 LF | 226.00000 23052.00| 530.00000 54060.00| 905.00000 92310.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE 36" DIAM DS STANDARD | | | EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A72 -5 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00075933B51 COUNTIES : PULASKI LETTING DATE : 07/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) K108 |( 2 ) C024 |( 3 ) D172 |KANAWHA STONE COMPANY, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 66924 6.000 EA | 3640.00000 21840.00| 2500.00000 15000.00| 2700.00000 16200.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CSL TESTING | | | 0620 66926 236.000 SY | 1.00000 236.00| 9.00000 2124.00| 20.50000 4838.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION | | | (14" THICK.) | | | 0630 66926 49.000 SY | 17.00000 833.00| 18.50000 906.50| 74.10000 3630.90 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE GEO. DRAIN. FABRIC (GEO.| | | WALL DRAIN) | | | 0640 66927 LUMP| 47500.00000 47500.00| 70000.00000 70000.00| 80000.00000 80000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY WORK | | | BRIDGE A | | | 0650 66927 LUMP| 21400.00000 21400.00| 5.00000 5.00| 1.00000 1.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY WORK | | | BRIDGE B | | | 0660 67110 48.000 LF | 20.00000 960.00| 40.00000 1920.00| 29.00000 1392.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0670 67900 LUMP| 43300.00000 43300.00| 70000.00000 70000.00| 100000.00000 100000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR# 6164 | | | SECTION TOTALS | $ 1,542,174.40| $ 1,591,972.36| $ 1,725,637.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,542,174.40| $ 1,591,972.36| $ 1,725,637.14 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -1 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/30/13 COMPLETION DATE PROJECT(S) : (NFO)0234-076-960, M501 FED # HSIP-5A01 (319) CONTRACT DESCRIPTION: SHARED USE PATH 0.25 MI NORTH OF RTE 1450 RTE 1450 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F373 FINLEY ASPHALT & SEALING, INC. $ 557,601.60 100.0000% 2 A648 A & M CONCRETE CORP. $ 593,860.50 106.5027% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 594,834.75 106.6774% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 712,242.00 127.7331% 5 C400 ANCHOR CONSTR CORP OF DC(USED IN VA BY: ANCHOR CONSTR. CORP) $ 1,083,645.99 194.3405% ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 15103.00000 15103.00| 25000.00000 25000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00102 LUMP| 7068.00000 7068.00| 7500.00000 7500.00| 8250.00000 8250.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00110 1.000 LS | 5000.00000 5000.00| 9200.00000 9200.00| 13750.00000 13750.00 CLEARING AND GRUBBING | | | 0040 00120 372.000 CY | 35.00000 13020.00| 44.00000 16368.00| 31.00000 11532.00 REGULAR EXCAVATION | | | 0050 00150 1178.000 CY | 35.00000 41230.00| 24.00000 28272.00| 19.00000 22382.00 EMBANKMENT | | | 0060 00272 130.000 CY | 46.78000 6081.40| 54.00000 7020.00| 31.00000 4030.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00355 600.000 SY | 3.00000 1800.00| 2.50000 1500.00| 4.50000 2700.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00505 7.000 TON | 23.39000 163.73| 65.00000 455.00| 38.50000 269.50 BEDDING MATL. AGGR. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -2 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00588 695.000 LF | 12.00000 8340.00| 10.50000 7297.50| 11.00000 7645.00 UNDERDRAIN UD-4 | | | 0100 00700 731.000 LF | 2.50000 1827.50| 4.50000 3289.50| 8.80000 6432.80 POST INSTALLATION INSPECTION | | | 0110 01210 206.000 LF | 64.51000 13289.06| 88.00000 18128.00| 75.00000 15450.00 21" PIPE | | | 0120 01240 498.000 LF | 59.37000 29566.26| 88.00000 43824.00| 86.00000 42828.00 24" PIPE | | | 0130 01362 27.000 LF | 153.68000 4149.36| 164.00000 4428.00| 191.00000 5157.00 36" CONC. PIPE | | | 0140 06241 1.000 EA | 750.00000 750.00| 1200.00000 1200.00| 1650.00000 1650.00 24" END SECTION ES-1 | | | 0150 06361 1.000 EA | 1250.00000 1250.00| 2100.00000 2100.00| 3245.00000 3245.00 36" END SECTION ES-1 | | | 0160 06819 2.000 EA | 4060.33000 8120.66| 5250.00000 10500.00| 6325.00000 12650.00 DROP INLET DI-3B,L=8' | | | 0170 06820 1.000 EA | 3651.16000 3651.16| 4800.00000 4800.00| 9680.00000 9680.00 DROP INLET DI-3B,L=10' | | | 0180 06835 1.000 EA | 3419.64000 3419.64| 4500.00000 4500.00| 5635.00000 5635.00 DROP INLET DI-3C,L=6' | | | 0190 09151 7.000 SY | 100.00000 700.00| 130.00000 910.00| 121.00000 847.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0200 09155 33.000 CY | 300.00000 9900.00| 240.00000 7920.00| 250.00000 8250.00 GABIONS | | | 0210 10128 665.000 TON | 27.39000 18214.35| 32.00000 21280.00| 25.00000 16625.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0220 10635 145.000 TON | 115.67000 16772.15| 118.00000 17110.00| 110.00000 15950.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0230 11070 740.000 LF | 3.00000 2220.00| 3.50000 2590.00| 3.30000 2442.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0240 12020 30.000 LF | 20.59000 617.70| 28.00000 840.00| 88.00000 2640.00 STD. CURB CG-2 | | | 0250 12022 18.000 LF | 20.59000 370.62| 28.00000 504.00| 44.00000 792.00 RADIAL CURB CG-2 | | | 0260 12700 710.000 LF | 20.59000 14618.90| 17.00000 12070.00| 21.00000 14910.00 STD. COMB. CURB & GUTTER CG-7 | | | 0270 12710 8.000 LF | 20.59000 164.72| 38.00000 304.00| 25.00000 200.00 RADIAL COMB. CURB & GUTTER CG-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -3 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 13108 5.000 SY | 250.00000 1250.00| 300.00000 1500.00| 250.00000 1250.00 CG-12 DETECTABLE WARNING SURFACE | | | 0290 13220 86.000 SY | 36.18000 3111.48| 44.00000 3784.00| 47.00000 4042.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0300 13244 30.000 LF | 5.00000 150.00| 5.00000 150.00| 4.40000 132.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS FULL DEPTH | | | 0310 13496 775.000 LF | 84.46000 65456.50| 58.00000 44950.00| 25.00000 19375.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0320 13530 150.000 CY | 500.00000 75000.00| 525.00000 78750.00| 495.00000 74250.00 RETAINING WALL RW-3 | | | 0330 13561 26.000 CY | 52.00000 1352.00| 85.00000 2210.00| 121.00000 3146.00 POROUS BACKFILL | | | 0340 13565 403.000 CY | 25.00000 10075.00| 45.00000 18135.00| 45.00000 18135.00 RETAINING WALL EXCAVATION | | | 0350 13611 1.000 EA | 2500.00000 2500.00| 15000.00000 15000.00| 11000.00000 11000.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0360 24150 1.000 EA | 500.00000 500.00| 300.00000 300.00| 357.00000 357.00 TYPE III BARRICADE 4' | | | 0370 24160 186.000 SF | 46.66000 8678.76| 24.00000 4464.00| 23.00000 4278.00 CONSTRUCTION SIGNS | | | 0380 24278 5100.000 DAY | 1.50000 7650.00| 0.75000 3825.00| 1.10000 5610.00 GROUP 2 CHANNELIZING DEVICES | | | 0390 24279 672.000 HR | 7.00000 4704.00| 4.00000 2688.00| 9.00000 6048.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0400 24281 3600.000 HR | 5.00000 18000.00| 1.50000 5400.00| 2.00000 7200.00 ELECTRONIC ARROW | | | 0410 24288 150.000 DAY | 35.00000 5250.00| 2.00000 300.00| 27.50000 4125.00 WARNING LIGHT TY. B | | | 0420 24503 LUMP| 1575.00000 1575.00| 1750.00000 1750.00| 1650.00000 1650.00 NS REMOVE EXIST. REMOVE EXIST. SIGNAL | | | EQUIPMENT | | | 0430 24700 500.000 CY | 6.00000 3000.00| 44.00000 22000.00| 40.00000 20000.00 NS REMOVE EXIST. REMOVE EXIST. RIP RAP | | | 0440 24703 22.000 LF | 15.00000 330.00| 32.00000 704.00| 28.00000 616.00 NS REMOVE EXIST REMOVE EXIST. 18" STORM | | | DRAIN PIPE | | | 0450 24703 19.000 LF | 15.00000 285.00| 36.00000 684.00| 28.00000 532.00 NS REMOVE EXIST REMOVE EXIST. 24" STORM | | | DRAIN PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -4 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24803 2.000 EA | 350.00000 700.00| 645.00000 1290.00| 660.00000 1320.00 NS REMOVE EXIST. ENDWALL REMOVE EXIST. | | | ENDWALL .... | | | 0470 24831 1.000 EA | 1000.00000 1000.00| 1270.00000 1270.00| 935.00000 935.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET .... | | | 0480 25000 180.000 LF | 115.50000 20790.00| 70.00000 12600.00| 150.00000 27000.00 HANDRAIL HR-1 | | | 0490 27023 132.000 CY | 35.70000 4712.40| 46.00000 6072.00| 35.00000 4620.00 TOPSOIL CLASS B | | | 0500 27103 70.000 LB | 6.51000 455.70| 15.00000 1050.00| 11.00000 770.00 OVERSEEDING | | | 0510 27104 30.000 LB | 16.07000 482.10| 48.00000 1440.00| 13.20000 396.00 LEGUME SEED | | | 0520 27105 30.000 LB | 13.40000 402.00| 48.00000 1440.00| 13.20000 396.00 LEGUME OVERSEEDING | | | 0530 27215 1.000 TON | 1260.00000 1260.00| 1200.00000 1200.00| 2200.00000 2200.00 FERTILIZER(15-30-15) | | | 0540 27250 1.500 TON | 110.25000 165.38| 200.00000 300.00| 1320.00000 1980.00 LIME | | | 0550 27461 6.000 EA | 300.00000 1800.00| 168.00000 1008.00| 209.00000 1254.00 INLET PROTECTION TYPE B | | | 0560 27505 1689.000 LF | 3.00000 5067.00| 3.00000 5067.00| 2.75000 4644.75 TEMP. SILT FENCE | | | 0570 27545 110.000 CY | 32.00000 3520.00| 45.00000 4950.00| 41.80000 4598.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0580 27552 10.000 TON | 29.50000 295.00| 56.00000 560.00| 38.50000 385.00 NS NO. 57 STONE NO. 57 STONE .... | | | 0590 28810 44.000 UNIT| 36.75000 1617.00| 42.00000 1848.00| 38.50000 1694.00 MULCHING | | | 0600 28820 11.000 UNIT| 98.44000 1082.84| 110.00000 1210.00| 102.30000 1125.30 WATERING | | | 0610 28850 5.000 EA | 420.00000 2100.00| 475.00000 2375.00| 440.00000 2200.00 REM. OF WEEDS, GRASS & ROOT | | | GROWTH/PLANT LOC. | | | 0620 30758 1.000 EA | 189.00000 189.00| 220.00000 220.00| 198.00000 198.00 WILLOW OAK 2.50" CAL. | | | 0630 39001 3.000 EA | 131.25000 393.75| 148.00000 444.00| 137.50000 412.50 NS TREE TREE AUTUMN BRILLIANCE | | | SERVICEBERRY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -5 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 39001 5.000 EA | 115.50000 577.50| 130.00000 650.00| 121.00000 605.00 NS TREE TREE EASTERN REDBUD | | | 0650 39001 2.000 EA | 189.00000 378.00| 220.00000 440.00| 198.00000 396.00 NS TREE TREE SEEDLESS SWEETGUM | | | 0660 39002 44.000 EA | 34.65000 1524.60| 38.00000 1672.00| 36.30000 1597.20 NS SHRUB SHRUB BAILEY RED-TWIG | | | DOGWOOD | | | 0670 39003 2248.000 EA | 1.31000 2944.88| 1.50000 3372.00| 1.40000 3147.20 NS HERB HERB DAYLILLY | | | 0680 50108 63.000 SF | 23.10000 1455.30| 21.00000 1323.00| 24.20000 1524.60 SIGN PANEL | | | 0690 50432 32.000 LF | 21.00000 672.00| 19.00000 608.00| 22.00000 704.00 SIGN POST STP-1 2 3/16" | | | 0700 50434 32.000 LF | 53.55000 1713.60| 40.00000 1280.00| 56.10000 1795.20 SIGN POST STP-1 2 1/2" | | | 0710 50502 1.000 EA | 5.25000 5.25| 294.00000 294.00| 5.50000 5.50 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0720 50600 7.000 EA | 105.00000 735.00| 120.00000 840.00| 110.00000 770.00 REMOVE TY.I SIGNS | | | 0730 51184 17.000 EA | 189.00000 3213.00| 212.00000 3604.00| 198.00000 3366.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0740 51198 2.000 EA | 105.00000 210.00| 118.00000 236.00| 110.00000 220.00 PEDESTRIAN ACTUATION PA-2 | | | 0750 51212 2.000 EA | 630.00000 1260.00| 715.00000 1430.00| 660.00000 1320.00 PEDESTAL POLE PF-2 12' | | | 0760 51234 7.000 CY | 682.50000 4777.50| 764.00000 5348.00| 715.00000 5005.00 CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 0770 51240 2.000 EA | 472.50000 945.00| 528.00000 1056.00| 495.00000 990.00 CONCRETE FOUNDATION PF-2 | | | 0780 51337 1.000 EA | 8851.50000 8851.50| 9900.00000 9900.00| 11416.90000 11416.90 SIGNAL POLE MP-1 20' ONE ARM 50' | | | 0790 51600 465.000 LF | 1.47000 683.55| 2.00000 930.00| 1.54000 716.10 14/2 CONDUCTOR CABLE | | | 0800 51607 635.000 LF | 1.68000 1066.80| 2.00000 1270.00| 1.76000 1117.60 14/7 CONDUCTOR CABLE | | | 0810 51615 2230.000 LF | 0.42000 936.60| 0.50000 1115.00| 0.44000 981.20 14/1 ENCLOSED COND. CABLE | | | 0820 51700 2510.000 LF | 1.47000 3689.70| 1.65000 4141.50| 1.54000 3865.40 14/2 CONDUCTOR CABLE SHIELDED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -6 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 51830 1.000 EA | 997.50000 997.50| 1200.00000 1200.00| 1045.00000 1045.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0840 51831 4.000 EA | 5.25000 21.00| 6.00000 24.00| 5.50000 22.00 HANGER ASSEMBLY SM-3, TWO WAY | | | 0850 51832 2.000 EA | 157.50000 315.00| 178.00000 356.00| 165.00000 330.00 HANGER ASSEMBLY SMB-1, ONE WAY | | | 0860 51840 2.000 EA | 204.75000 409.50| 230.00000 460.00| 214.50000 429.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SMD- | | | 0870 51910 890.000 LF | 6.30000 5607.00| 7.00000 6230.00| 6.60000 5874.00 SAW CUT | | | 0880 51951 6.000 EA | 105.00000 630.00| 120.00000 720.00| 110.00000 660.00 INSTALL SIGN | | | 0890 52002 1.000 EA | 2100.00000 2100.00| 2348.00000 2348.00| 2200.00000 2200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS | | | 0900 52002 6.000 EA | 288.75000 1732.50| 322.00000 1932.00| 302.50000 1815.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS BATTERY | | | 0910 52002 1.000 EA | 2152.50000 2152.50| 2400.00000 2400.00| 2255.00000 2255.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS CABINET TY. B | | | 0920 52404 2.000 EA | 603.75000 1207.50| 675.00000 1350.00| 632.50000 1265.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 0930 54032 180.000 LF | 1.58000 284.40| 0.85000 153.00| 0.79000 142.20 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0940 54034 250.000 LF | 3.15000 787.50| 1.70000 425.00| 1.58000 395.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0950 54042 36.000 LF | 21.00000 756.00| 8.25000 297.00| 7.70000 277.20 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0960 54105 1240.000 LF | 1.31000 1624.40| 1.60000 1984.00| 1.49000 1847.60 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0970 54106 125.000 SF | 3.15000 393.75| 5.20000 650.00| 4.84000 605.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0980 54300 9.000 EA | 84.00000 756.00| 76.00000 684.00| 71.50000 643.50 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0990 54550 455.000 LF | 1.05000 477.75| 1.00000 455.00| 0.98000 445.90 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A74 -7 TABULATION OF BIDS CALL ORDER : A74 CONTRACT ID : C00090197M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) F034 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 54554 1040.000 LF | 1.05000 1092.00| 2.00000 2080.00| 1.96000 2038.40 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 1010 55587 4.000 EA | 787.50000 3150.00| 880.00000 3520.00| 825.00000 3300.00 JUNCTION BOX JB-S2 | | | 1020 56014 4.000 EA | 105.00000 420.00| 120.00000 480.00| 110.00000 440.00 ELECT. SER. GRD. ELECTRODE(10') | | | 1030 56022 200.000 LF | 10.50000 2100.00| 12.00000 2400.00| 11.00000 2200.00 1" METAL CONDUIT | | | 1040 56034 515.000 LF | 4.46000 2296.90| 5.00000 2575.00| 4.68000 2410.20 3" CONDUIT | | | 1050 56052 165.000 LF | 36.75000 6063.75| 42.00000 6930.00| 38.50000 6352.50 BORED CONDUIT 4" | | | 1060 56200 515.000 LF | 5.25000 2703.75| 6.00000 3090.00| 5.50000 2832.50 TRENCH EXCAVATION ECI-1 | | | 1070 56205 1.000 EA | 1575.00000 1575.00| 1760.00000 1760.00| 1650.00000 1650.00 TEST BORE | | | SECTION TOTALS | $ 557,601.60| $ 593,860.50| $ 594,834.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 557,601.60| $ 593,860.50| $ 594,834.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A84 -1 TABULATION OF BIDS CALL ORDER : A84 CONTRACT ID : C00077329C01 COUNTIES : CAROLINE LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 06/06/13 COMPLETION DATE PROJECT(S) : (NFO)0644-016-221, B633 FED # BROS-016-6(037) (NFO)0644-016-221, C501 FED # BROS-016-6(037) CONTRACT DESCRIPTION: BRIDGE REPLACEMENT OVER MARACOSSIC CREEK 0.016 MILES WEST OF MARACOSSIC CREEK 0.048 MILES EAST OF MARACOSSIC CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B303 BRYANT CONTRACTING, INC. $ 488,162.10 100.0000% 2 M813 MCCLAIN & CO., INC. $ 553,314.15 113.3464% 3 C097 CORMAN CONSTRUCTION, INC. $ 564,827.00 115.7048% 4 A003 ABERNATHY CONSTRUCTION CORPORATION $ 580,260.00 118.8663% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 587,727.00 120.3959% ==================================================================================================================================== |( 1 ) B303 |( 2 ) M813 |( 3 ) C097 |BRYANT CONTRACTING, INC. |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 38000.00000 38000.00| 32599.82000 32599.82| 45000.00000 45000.00 MOBILIZATION | | | 0020 00101 LUMP| 4500.00000 4500.00| 681.23000 681.23| 6750.00000 6750.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 537.000 CY | 35.30000 18956.10| 14.94000 8022.78| 38.00000 20406.00 REGULAR EXCAVATION | | | 0040 00150 637.000 CY | 37.10000 23632.70| 10.19000 6491.03| 25.00000 15925.00 EMBANKMENT | | | 0050 10100 141.000 TON | 43.40000 6119.40| 83.79000 11814.39| 42.00000 5922.00 AGGR. MATL. NO. 21B | | | 0060 10610 89.000 TON | 180.00000 16020.00| 221.48000 19711.72| 250.00000 22250.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0070 10625 173.000 SY | 16.00000 2768.00| 36.27000 6274.71| 55.00000 9515.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A84 -2 TABULATION OF BIDS CALL ORDER : A84 CONTRACT ID : C00077329C01 COUNTIES : CAROLINE LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) M813 |( 3 ) C097 |BRYANT CONTRACTING, INC. |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10635 57.000 TON | 180.00000 10260.00| 18.11000 1032.27| 250.00000 14250.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0090 13212 12.000 EA | 50.00000 600.00| 111.30000 1335.60| 55.50000 666.00 R/W MONUMENT RM-2 | | | 0100 13320 494.000 LF | 16.50000 8151.00| 45.06000 22259.64| 17.50000 8645.00 GUARDRAIL GR-2 | | | 0110 13345 4.000 EA | 2350.00000 9400.00| 3884.10000 15536.40| 2500.00000 10000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13383 4.000 EA | 1900.00000 7600.00| 3884.10000 15536.40| 2000.00000 8000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 24152 2.000 EA | 260.00000 520.00| 1401.97000 2803.94| 545.00000 1090.00 TYPE III BARRICADE 8' | | | 0140 24160 379.000 SF | 30.00000 11370.00| 40.03000 15171.37| 22.00000 8338.00 CONSTRUCTION SIGNS | | | 0150 24430 604.000 SY | 10.00000 6040.00| 16.30000 9845.20| 7.00000 4228.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0160 27012 0.300 ACRE| 18350.00000 5505.00| 69069.99000 20721.00| 14000.00000 4200.00 TOPSOIL CLASS A 2" | | | 0170 27102 53.000 LB | 12.00000 636.00| 29.43000 1559.79| 14.00000 742.00 REGULAR SEED | | | 0180 27103 33.000 LB | 12.00000 396.00| 26.11000 861.63| 8.00000 264.00 OVERSEEDING | | | 0190 27215 0.100 TON | 800.00000 80.00| 1203.55000 120.36| 8350.00000 835.00 FERTILIZER(15-30-15) | | | 0200 27250 1.000 TON | 400.00000 400.00| 163.13000 163.13| 555.00000 555.00 LIME | | | 0210 27415 3.000 EA | 200.00000 600.00| 545.15000 1635.45| 300.00000 900.00 CHECK DAM(ROCK) TY. II | | | 0220 27430 325.000 CY | 1.00000 325.00| 8.30000 2697.50| 18.00000 5850.00 SILTATION CONTROL EXCAVATION | | | 0230 27506 1900.000 LF | 3.00000 5700.00| 1.36000 2584.00| 3.00000 5700.00 TEMP. FILTER BARRIER | | | 0240 27525 150.000 LF | 20.00000 3000.00| 27.02000 4053.00| 30.00000 4500.00 TURBIDITY CURTAIN, PERVIOUS | | | 0250 54032 1295.000 LF | 1.10000 1424.50| 3.63000 4700.85| 1.80000 2331.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0260 54075 104.000 LF | 4.60000 478.40| 15.40000 1601.60| 5.00000 520.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A84 -3 TABULATION OF BIDS CALL ORDER : A84 CONTRACT ID : C00077329C01 COUNTIES : CAROLINE LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) M813 |( 3 ) C097 |BRYANT CONTRACTING, INC. |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 60404 27.000 CY | 1100.00000 29700.00| 400.57000 10815.39| 950.00000 25650.00 CONCRETE CLASS A4 | | | 0280 60490 133.000 SY | 24.00000 3192.00| 28.06000 3731.98| 23.00000 3059.00 BRIDGE DECK GROOVING | | | 0290 61150 3.000 EA | 14300.00000 42900.00| 14009.04000 42027.12| 17000.00000 51000.00 PRESTR. CONC. SLAB 3' X 21" X(+50' - | | | 55') | | | 0300 61195 4.000 EA | 14300.00000 57200.00| 16097.62000 64390.48| 17000.00000 68000.00 PRESTR. CONC. SLAB 4' X 21" X(+45' - | | | 50') | | | 0310 61701 4140.000 LB | 1.80000 7452.00| 2.32000 9604.80| 2.00000 8280.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0320 62033 104.000 LF | 245.00000 25480.00| 295.47000 30728.88| 295.00000 30680.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0330 64005 445.000 TON | 45.00000 20025.00| 42.51000 18916.95| 29.00000 12905.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0340 64011 97.000 CY | 40.00000 3880.00| 36.49000 3539.53| 75.00000 7275.00 STRUCTURE EXCAVATION | | | 0350 64101 3.000 EA | 1600.00000 4800.00| 1298.25000 3894.75| 4000.00000 12000.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 0360 64412 504.000 LF | 40.00000 20160.00| 113.23000 57067.92| 70.00000 35280.00 PRESTR. CONCRETE PILES 12" | | | 0370 64808 198.000 LF | 50.00000 9900.00| 226.03000 44753.94| 110.00000 21780.00 DRIVING TEST FOR 12" PRESTR. CONC. PILE | | | 0380 65013 27.000 CY | 940.00000 25380.00| 1188.30000 32084.10| 950.00000 25650.00 CONCRETE CLASS A3 | | | 0390 65201 4120.000 LB | 1.80000 7416.00| 2.23000 9187.60| 2.00000 8240.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0400 66239 203.000 TON | 65.00000 13195.00| 50.88000 10328.64| 82.00000 16646.00 DRY RIPRAP CL.II 38" | | | 0410 67900 LUMP| 35000.00000 35000.00| 2427.26000 2427.26| 31000.00000 31000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. #6032 | | | SECTION TOTALS | $ 488,162.10| $ 553,314.15| $ 564,827.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 488,162.10| $ 553,314.15| $ 564,827.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A86 -1 TABULATION OF BIDS CALL ORDER : A86 CONTRACT ID : C00102530B11 COUNTIES : STAFFORD LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/19/12 COMPLETION DATE PROJECT(S) : (NFO)0001-089-S21, B611 FED # HES-5111(243) CONTRACT DESCRIPTION: BRIDGE SIDEWALK REHABILITATION 0.051 MI. N. INT. RTE. 1 & PRINCESS ANNE ST. 0.072 MI. S. INT. RTE. 1 & RTE. 17/218 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 299,275.68 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 337,975.00 112.9310% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 356,156.20 119.0061% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 496,115.00 165.7719% 5 C958 CENTURY CONCRETE, INC. $ 500,270.00 167.1603% ==================================================================================================================================== |( 1 ) M813 |( 2 ) C097 |( 3 ) F034 |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. |FORT MYER CONSTRUCTION CORPORAT 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| 16531.19000 16531.19| 30000.00000 30000.00| 27600.00000 27600.00 MOBILIZATION | | | 0020 00140 4.000 CY | 312.36000 1249.44| 65.00000 260.00| 50.00000 200.00 BORROW EXCAVATION | | | 0030 10103 4.000 TON | 217.03000 868.12| 70.00000 280.00| 100.00000 400.00 AGGR. MATL. NO. 25 OR 26 | | | 0040 12600 150.000 LF | 39.60000 5940.00| 25.00000 3750.00| 50.00000 7500.00 STD. COMB. CURB & GUTTER CG-6 | | | 0050 13232 100.000 SY | 3.14000 314.00| 4.00000 400.00| 13.00000 1300.00 GEOTEXTILE DRAINAGE FABRIC | | | 0060 14100 70.000 SY | 25.06000 1754.20| 17.00000 1190.00| 26.00000 1820.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0070 14120 150.000 LF | 13.85000 2077.50| 8.00000 1200.00| 20.00000 3000.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0080 14300 70.000 SY | 153.77000 10763.90| 54.00000 3780.00| 91.50000 6405.00 CEMENT CONCRETE SIDEWALK 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : A86 -2 TABULATION OF BIDS CALL ORDER : A86 CONTRACT ID : C00102530B11 COUNTIES : STAFFORD LETTING DATE : 07/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) C097 |( 3 ) F034 |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 14380 2.000 TON | 1125.94000 2251.88| 100.00000 200.00| 976.00000 1952.00 PAVEMENT RESTORATION | | | 0100 14440 20.000 LF | 26.78000 535.60| 2.00000 40.00| 25.00000 500.00 SAW CUT SIDEWALK | | | 0110 14450 15.000 LF | 24.92000 373.80| 7.00000 105.00| 25.00000 375.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0120 24150 4.000 EA | 329.12000 1316.48| 375.00000 1500.00| 212.30000 849.20 TYPE III BARRICADE 4' | | | 0130 24160 200.000 SF | 59.80000 11960.00| 35.00000 7000.00| 20.00000 4000.00 CONSTRUCTION SIGNS | | | 0140 24272 370.000 HR | 33.50000 12395.00| 40.00000 14800.00| 5.00000 1850.00 TRUCK MOUNTED ATTENUATOR | | | 0150 24278 555.000 DAY | 1.80000 999.00| 4.00000 2220.00| 1.00000 555.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24279 480.000 HR | 10.95000 5256.00| 8.00000 3840.00| 11.50000 5520.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0170 24281 370.000 HR | 4.30000 1591.00| 3.00000 1110.00| 5.00000 1850.00 ELECTRONIC ARROW | | | 0180 24282 100.000 HR | 169.12000 16912.00| 27.00000 2700.00| 38.00000 3800.00 FLAGGER SERVICE | | | 0190 24287 80.000 DAY | 1.29000 103.20| 6.00000 480.00| 90.00000 7200.00 WARNING LIGHT TY. A | | | 0200 27461 4.000 EA | 130.20000 520.80| 275.00000 1100.00| 300.00000 1200.00 INLET PROTECTION TYPE B | | | 0210 27505 50.000 LF | 6.60000 330.00| 7.00000 350.00| 10.00000 500.00 TEMP. SILT FENCE | | | 0220 68011 395.000 LF | 287.29000 113479.55| 425.00000 167875.00| 500.00000 197500.00 NS PARAPET PARAPET BRIDGE RAILING | | | 0230 68563 60.000 LF | 242.10000 14526.00| 325.00000 19500.00| 363.00000 21780.00 NS EXPANSION DAM EXPANSION DAM REPLACE | | | SIDEWALK COVER PLATE | | | 0240 68910 117.000 SY | 660.06000 77227.02| 635.00000 74295.00| 500.00000 58500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SIDEWALK REPAIR - FULL DEPTH| | | SECTION TOTALS | $ 299,275.68| $ 337,975.00| $ 356,156.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,275.68| $ 337,975.00| $ 356,156.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/27/12 PAGE : R93 -1 TABULATION OF BIDS CALL ORDER : R93 CONTRACT ID : C000097895N01 COUNTIES : DINWIDDIE LETTING DATE : 07/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/09/12 COMPLETION DATE PROJECT(S) : 0689-026-585, P101, N501 FED # N/A CONTRACT DESCRIPTION: BOBCAT ROAD - RURAL RUSTIC RTE 628 TRANQUILITY LANE RTE 629 ANDERSON MILL ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L070 LANCO PAVING, INC. $ 106,467.74 100.0000% 2 S021 B. P. SHORT & SON PAVING CO., INC. $ 115,846.90 108.8094% 3 P203 PEARSON CONSTRUCTION, INC. $ 121,178.12 113.8167% 4 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 145,967.69 137.1004% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 174,860.00 164.2375% ==================================================================================================================================== |( 1 ) L070 |( 2 ) S021 |( 3 ) P203 |LANCO PAVING, INC. |B. P. SHORT & SON PAVING CO |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00122 3168.000 LF | 3.50000 11088.00| 0.85000 2692.80| 9.41000 29810.88 NS GRADING GRADING RURAL RUSTIC | | | 0020 10416 5828.000 GAL | 5.08000 29606.24| 6.00000 34968.00| 5.08000 29606.24 LIQUID ASPHALT | | | 0030 10468 95.000 TON | 29.50000 2802.50| 54.60000 5187.00| 29.50000 2802.50 COVER MATL. AGGR. NO. 68 | | | 0040 10480 114.000 TON | 31.50000 3591.00| 58.50000 6669.00| 31.50000 3591.00 COVER MATL. AGGR. NO. 8 | | | 0050 16242 2410.000 TON | 18.00000 43380.00| 26.61000 64130.10| 16.75000 40367.50 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0060 24265 LUMP| 16000.00000 16000.00| 2200.00000 2200.00| 15000.00000 15000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC M O T | | | SECTION TOTALS | $ 106,467.74| $ 115,846.90| $ 121,178.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,467.74| $ 115,846.90| $ 121,178.12 ====================================================================================================================================