BID TABULATIONS July 27, 2011 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 J07 0080-083-R05,C501 J41 (NFO)0641-029-852,M501 H89 (NFO)0610-013-R98,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 : 09/13/11 PAGE : C35 -1 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)0050-053-117, C501 FED # TC-5401(579) (NFO)0050-053-117, C501 FED # TC-5401(579) (NFO)0050-053-117, C501 FED # TC-5401(579) OTHERS CONTRACT DESCRIPTION: TRAFFIC CALMING - VILLAGE OF ALDIE FROM: 0.290 MI. WEST RTE. 734 (SNICKERSVILLE TNPK) TO: 0.111 MI. EAST RTE. 631 (NEW MOUNTAIN ROAD) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 3,728,061.04 100.0000% 2 A648 A & M CONCRETE CORP. $ 4,404,676.35 118.1493% 3 T131 TAVARES CONCRETE CO., INC. $ 4,854,078.00 130.2038% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 5,655,751.93 151.7076% ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 135000.00000 135000.00| 334000.00000 334000.00| 250000.00000 250000.00 MOBILIZATION | | | 0020 00101 LUMP| 28000.00000 28000.00| 50000.00000 50000.00| 40000.00000 40000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 15000.00000 15000.00| 45000.00000 45000.00| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0040 00120 2063.000 CY | 45.00000 92835.00| 38.00000 78394.00| 60.00000 123780.00 REGULAR EXCAVATION | | | 0050 00140 1380.000 CY | 38.00000 52440.00| 26.00000 35880.00| 25.00000 34500.00 BORROW EXCAVATION | | | 0060 00211 77.000 CY | 15.90000 1224.30| 80.00000 6160.00| 18.00000 1386.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -2 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00212 296.000 CY | 35.40000 10478.40| 58.00000 17168.00| 64.00000 18944.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0080 00272 1750.000 CY | 52.50000 91875.00| 48.00000 84000.00| 60.00000 105000.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0090 00355 2085.000 SY | 1.65000 3440.25| 2.75000 5733.75| 3.00000 6255.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0100 00502 34.000 TON | 100.00000 3400.00| 80.00000 2720.00| 40.00000 1360.00 BEDDING MATL. FINE AGGR. OR AGGR. NO. 1 | | | 0110 00505 48.100 TON | 34.40000 1654.64| 45.00000 2164.50| 26.00000 1250.60 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0120 00522 135.200 CY | 787.00000 106402.40| 1150.00000 155480.00| 800.00000 108160.00 CONCRETE CLASS A4 BOX CULVERT | | | 0130 00525 9.000 CY | 1235.00000 11115.00| 1400.00000 12600.00| 1050.00000 9450.00 CONCRETE CLASS A3 MISC. | | | 0140 00529 170.000 CY | 185.00000 31450.00| 160.00000 27200.00| 200.00000 34000.00 FLOWABLE BACKFILL | | | 0150 00540 14552.000 LB | 1.05000 15279.60| 1.85000 26921.20| 0.75000 10914.00 REINF. STEEL | | | 0160 00588 3751.000 LF | 9.05000 33946.55| 12.00000 45012.00| 16.00000 60016.00 UNDERDRAIN UD-4 | | | 0170 00595 632.000 LF | 24.00000 15168.00| 15.00000 9480.00| 16.00000 10112.00 OUTLET PIPE | | | 0180 00596 2.000 EA | 720.00000 1440.00| 545.00000 1090.00| 2000.00000 4000.00 ENDWALL EW-12 | | | 0190 00700 2030.000 LF | 1.45000 2943.50| 3.50000 7105.00| 2.50000 5075.00 POST INSTALLATION INSPECTION | | | 0200 01152 85.000 LF | 35.25000 2996.25| 74.00000 6290.00| 44.00000 3740.00 15" CONC. PIPE | | | 0210 01156 1044.000 LF | 52.40000 54705.60| 72.00000 75168.00| 74.00000 77256.00 STORM SEWER PIPE 15" | | | 0220 01182 32.000 LF | 41.50000 1328.00| 94.00000 3008.00| 48.00000 1536.00 18" CONC. PIPE | | | 0230 01186 196.000 LF | 43.45000 8516.20| 68.00000 13328.00| 74.00000 14504.00 STORM SEWER PIPE 18" | | | 0240 01246 785.000 LF | 77.65000 60955.25| 98.00000 76930.00| 228.00000 178980.00 STORM SEWER PIPE 24" | | | 0250 01306 946.000 LF | 111.40000 105384.40| 102.00000 96492.00| 245.00000 231770.00 STORM SEWER PIPE 30" | | | 0260 01362 42.000 LF | 271.00000 11382.00| 290.00000 12180.00| 356.00000 14952.00 36" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -3 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 02140 30.000 LF | 64.50000 1935.00| 180.00000 5400.00| 140.00000 4200.00 23" X 14" ELLIPTICAL PIPE | | | 0280 02192 36.000 LF | 75.65000 2723.40| 180.00000 6480.00| 145.00000 5220.00 30" X 19" ELLIPTICAL CONC. PIPE | | | 0290 02242 98.000 LF | 132.20000 12955.60| 230.00000 22540.00| 305.00000 29890.00 38" X 24" ELLIPTICAL CONC. PIPE | | | 0300 06151 2.000 EA | 520.00000 1040.00| 975.00000 1950.00| 1000.00000 2000.00 15" END SECTION ES-1 | | | 0310 06502 2.000 EA | 1005.00000 2010.00| 2350.00000 4700.00| 1600.00000 3200.00 30" X 19" END SECTION ES-1A | | | 0320 06504 1.000 EA | 1235.00000 1235.00| 2950.00000 2950.00| 2500.00000 2500.00 38" X 24" END SECTION ES-1A | | | 0330 06815 24.000 EA | 3515.00000 84360.00| 4400.00000 105600.00| 3400.00000 81600.00 DROP INLET DI-3A | | | 0340 06817 4.000 EA | 4280.00000 17120.00| 5400.00000 21600.00| 3900.00000 15600.00 DROP INLET DI-3B,L=4' | | | 0350 06818 5.000 EA | 5840.00000 29200.00| 6800.00000 34000.00| 5300.00000 26500.00 DROP INLET DI-3B,L=6' | | | 0360 06819 3.000 EA | 8865.00000 26595.00| 8900.00000 26700.00| 7900.00000 23700.00 DROP INLET DI-3B,L=8' | | | 0370 06820 2.000 EA | 8235.00000 16470.00| 8600.00000 17200.00| 7500.00000 15000.00 DROP INLET DI-3B,L=10' | | | 0380 07506 2.000 EA | 5175.00000 10350.00| 5900.00000 11800.00| 4800.00000 9600.00 DROP INLET DI-5 | | | 0390 07508 2.000 EA | 6285.00000 12570.00| 6750.00000 13500.00| 5600.00000 11200.00 DROP INLET DI-7 | | | 0400 07510 1.000 EA | 4835.00000 4835.00| 4950.00000 4950.00| 3900.00000 3900.00 DROP INLET DI-7A | | | 0410 08924 1.000 EA | 3300.00000 3300.00| 4300.00000 4300.00| 3200.00000 3200.00 DROP INLET DI-12B,L=4' | | | 0420 08926 2.000 EA | 4610.00000 9220.00| 4650.00000 9300.00| 4300.00000 8600.00 DROP INLET DI-12B,L=6' | | | 0430 08930 3.000 EA | 5690.00000 17070.00| 5800.00000 17400.00| 5400.00000 16200.00 DROP INLET DI-12B,L=8' | | | 0440 08932 3.000 EA | 5765.00000 17295.00| 5800.00000 17400.00| 5600.00000 16800.00 DROP INLET DI-12B,L=10' | | | 0450 09056 36.900 LF | 538.00000 19852.20| 825.00000 30442.50| 385.00000 14206.50 MANHOLE MH-1 OR 2 | | | 0460 09057 6.000 EA | 665.00000 3990.00| 486.00000 2916.00| 385.00000 2310.00 FRAME & COVER MH-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -4 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 10128 2961.000 TON | 36.00000 106596.00| 30.00000 88830.00| 40.00000 118440.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0480 10250 58.000 TON | 118.00000 6844.00| 206.00000 11948.00| 145.00000 8410.00 NS AGGR. MATERIAL AGGR. MATERIAL EC-1 | | | A1 BANK RUN COBBLES | | | 0490 10423 4466.000 SY | 5.00000 22330.00| 14.50000 64757.00| 4.00000 17864.00 BLOTTED SEAL COAT TY. C-1 | | | 0500 10499 2111.000 SY | 76.05000 160541.55| 115.00000 242765.00| 225.00000 474975.00 NS PAVEMENT PAVEMENT CONCRETE PAVER | | | 0510 10610 530.000 TON | 96.00000 50880.00| 88.00000 46640.00| 98.00000 51940.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0520 10628 33756.000 SY | 1.25000 42195.00| 2.75000 92829.00| 3.00000 101268.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0530 10636 421.000 TON | 121.00000 50941.00| 125.00000 52625.00| 100.00000 42100.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0540 10643 2320.000 TON | 95.00000 220400.00| 85.00000 197200.00| 92.00000 213440.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0550 12020 194.000 LF | 29.55000 5732.70| 45.00000 8730.00| 33.00000 6402.00 STD. CURB CG-2 | | | 0560 12022 48.000 LF | 29.60000 1420.80| 45.00000 2160.00| 33.00000 1584.00 RADIAL CURB CG-2 | | | 0570 12025 147.000 LF | 29.55000 4343.85| 45.00000 6615.00| 33.00000 4851.00 NS CURB CURB 1' FOOT FLUSH | | | 0580 12025 133.000 LF | 30.00000 3990.00| 45.00000 5985.00| 33.00000 4389.00 NS CURB CURB 2 FOOT FLUSH | | | 0590 12025 80.000 LF | 35.00000 2800.00| 45.00000 3600.00| 33.00000 2640.00 NS CURB CURB MOD. CG-2 (LINEAR) | | | 0600 12720 2410.000 LF | 31.70000 76397.00| 28.00000 67480.00| 43.00000 103630.00 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER MOD CG-6 | | | 0610 12725 42.000 LF | 31.70000 1331.40| 45.00000 1890.00| 43.00000 1806.00 NS RADIAL COMB. CURB & GUTTER RADIAL | | | COMB. C & G MOD. CG-6 | | | 0620 13120 46.000 SY | 70.00000 3220.00| 140.00000 6440.00| 43.00000 1978.00 NS ENTRANCE GUTTER ENTRANCE GUTTER MOD. | | | CG-11 | | | 0630 13120 179.000 SY | 90.00000 16110.00| 98.00000 17542.00| 66.00000 11814.00 NS ENTRANCE GUTTER ENTRANCE GUTTER MOD. | | | CG-9D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -5 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 13214 9.000 EA | 105.00000 945.00| 98.00000 882.00| 100.00000 900.00 NS R/W MONUMENT R/W MONUMENT RM-2 | | | 0650 13232 660.000 SY | 5.00000 3300.00| 4.00000 2640.00| 4.00000 2640.00 GEOTEXTILE DRAINAGE FABRIC | | | 0660 13245 343.000 SY | 81.60000 27988.80| 48.00000 16464.00| 100.00000 34300.00 NS SIDEWALK SIDEWALK 4" CONCRETE, | | | INTEGRAL PIGMENT | | | 0670 13310 48.000 LF | 105.00000 5040.00| 40.00000 1920.00| 80.00000 3840.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0680 13320 1930.000 LF | 28.35000 54715.50| 32.00000 61760.00| 30.00000 57900.00 GUARDRAIL GR-2 | | | 0690 13331 83.000 LF | 42.00000 3486.00| 34.00000 2822.00| 32.00000 2656.00 RAD. GUARDRAIL GR-2 | | | 0700 13345 18.000 EA | 3360.00000 60480.00| 3750.00000 67500.00| 3400.00000 61200.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0710 13355 316.000 LF | 27.30000 8626.80| 48.00000 15168.00| 39.00000 12324.00 GUARDRAIL GR-10 | | | 0720 13383 3.000 EA | 3150.00000 9450.00| 1850.00000 5550.00| 2900.00000 8700.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0730 13551 720.000 LF | 391.00000 281520.00| 390.00000 280800.00| 525.00000 378000.00 NS WALL WALL MORTARED STONE | | | 0740 13605 8.000 EA | 3295.00000 26360.00| 6600.00000 52800.00| 4400.00000 35200.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0750 21215 1239.000 LF | 35.00000 43365.00| 38.00000 47082.00| 75.00000 92925.00 MEDIAN STRIP MS-2 | | | 0760 23560 200.000 LF | 2.00000 400.00| 6.00000 1200.00| 5.00000 1000.00 TEMP. SAFETY FENCE 4' | | | 0770 23600 3800.000 LF | 3.60000 13680.00| 4.00000 15200.00| 4.00000 15200.00 NS FENCE FENCE MOD. FE-W1, W2 | | | 0780 24100 400.000 HR | 55.00000 22000.00| 35.00000 14000.00| 5.00000 2000.00 ALLAYING DUST | | | 0790 24160 640.000 SF | 28.85000 18464.00| 20.00000 12800.00| 18.00000 11520.00 CONSTRUCTION SIGNS | | | 0800 24260 2100.000 TON | 26.00000 54600.00| 30.00000 63000.00| 26.00000 54600.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0810 24278 16000.000 DAY | 0.75000 12000.00| 1.00000 16000.00| 1.00000 16000.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -6 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 24279 3500.000 HR | 6.15000 21525.00| 4.00000 14000.00| 6.00000 21000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0830 24282 6000.000 HR | 23.25000 139500.00| 22.00000 132000.00| 22.00000 132000.00 FLAGGER SERVICE | | | 0840 24297 1056.000 LF | 18.00000 19008.00| 32.00000 33792.00| 35.00000 36960.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0850 24302 3.000 EA | 505.00000 1515.00| 700.00000 2100.00| 325.00000 975.00 NS BARRICADE BARRICADE BOLLARDS | | | 0860 24430 3054.000 SY | 11.80000 36037.20| 9.00000 27486.00| 14.00000 42756.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0870 24501 130.000 LF | 5.25000 682.50| 4.00000 520.00| 8.00000 1040.00 NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0880 24703 742.000 LF | 14.25000 10573.50| 21.00000 15582.00| 17.00000 12614.00 NS REMOVE EXIST REMOVE EXIST. PIPE | | | 0890 25505 15.000 MO | 1875.00000 28125.00| 3800.00000 57000.00| 2000.00000 30000.00 FIELD OFFICE TY.I | | | 0900 25565 LUMP| 10710.00000 10710.00| 3200.00000 3200.00| 13000.00000 13000.00 PROGRESS SCHEDULE BASELINE | | | 0910 25567 12.000 EA | 630.00000 7560.00| 500.00000 6000.00| 700.00000 8400.00 PROGRESS SCHEDULE UPDATES | | | 0920 26271 748.000 TON | 80.00000 59840.00| 90.00000 67320.00| 55.00000 41140.00 NS DRY RIPRAP DRY RIPRAP CL I 24"EC-1 | | | BLUEMONT BLUESTONE | | | 0930 26271 874.000 TON | 79.00000 69046.00| 90.00000 78660.00| 55.00000 48070.00 NS DRY RIPRAP DRY RIPRAP CL. I 26" | | | BLUEMONT BLUESTONE | | | 0940 26271 37.000 TON | 115.00000 4255.00| 120.00000 4440.00| 70.00000 2590.00 NS DRY RIPRAP DRY RIPRAP CL.A1 EC-1 | | | BLUEMONT BLUESTONE | | | 0950 27012 3.000 ACRE| 2500.00000 7500.00| 3600.00000 10800.00| 1.00000 3.00 TOPSOIL CLASS A 2" | | | 0960 27030 28.000 CY | 50.00000 1400.00| 96.00000 2688.00| 100.00000 2800.00 NS TOPSOIL TOPSOIL CL.B FOR PLANTING | | | 0970 27102 1110.000 LB | 25.00000 27750.00| 14.00000 15540.00| 28.00000 31080.00 REGULAR SEED | | | 0980 27103 1110.000 LB | 3.50000 3885.00| 11.00000 12210.00| 10.00000 11100.00 OVERSEEDING | | | 0990 27215 1.000 TON | 1040.00000 1040.00| 1900.00000 1900.00| 1500.00000 1500.00 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -7 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 27250 11.000 TON | 210.00000 2310.00| 150.00000 1650.00| 228.00000 2508.00 LIME | | | 1010 27321 2992.000 SY | 3.00000 8976.00| 3.00000 8976.00| 3.00000 8976.00 PROTECTIVE COVERING EC-2 | | | 1020 27410 36.000 EA | 705.00000 25380.00| 290.00000 10440.00| 300.00000 10800.00 CHECK DAM, ROCK TY. I | | | 1030 27415 45.000 EA | 315.00000 14175.00| 175.00000 7875.00| 300.00000 13500.00 CHECK DAM(ROCK) TY. II | | | 1040 27422 1.000 EA | 2690.00000 2690.00| 550.00000 550.00| 3000.00000 3000.00 DEWATERING BASIN | | | 1050 27430 2245.000 CY | 14.50000 32552.50| 24.00000 53880.00| 4.00000 8980.00 SILTATION CONTROL EXCAVATION | | | 1060 27451 16.000 EA | 270.00000 4320.00| 195.00000 3120.00| 225.00000 3600.00 INLET PROTECTION TYPE A | | | 1070 27461 31.000 EA | 295.00000 9145.00| 195.00000 6045.00| 225.00000 6975.00 INLET PROTECTION TYPE B | | | 1080 27506 10408.000 LF | 2.50000 26020.00| 2.75000 28622.00| 2.00000 20816.00 TEMP. FILTER BARRIER | | | 1090 27552 131.300 TON | 40.00000 5252.00| 38.00000 4989.40| 50.00000 6565.00 NS NO. 57 STONE NO. 57 STONE ** | | | 1100 28811 450.000 CY | 32.30000 14535.00| 41.00000 18450.00| 37.00000 16650.00 REMULCHING | | | 1110 28820 482.000 UNIT| 54.00000 26028.00| 58.00000 27956.00| 52.00000 25064.00 WATERING | | | 1120 28850 15.000 EA | 1615.00000 24225.00| 1750.00000 26250.00| 1575.00000 23625.00 REM. OF WEEDS, GRASS & ROOT | | | GROWTH/PLANT LOC. | | | 1130 38900 2920.000 EA | 4.30000 12556.00| 5.00000 14600.00| 4.20000 12264.00 NS PLANT OR TREE PLANT OR TREE CAREX | | | FLACCA | | | 1140 38900 452.000 EA | 4.30000 1943.60| 4.75000 2147.00| 4.20000 1898.40 NS PLANT OR TREE PLANT OR TREE | | | ECHINACEAPURPUREAWHITE SWAN#SP4 | | | 1150 38900 1455.000 EA | 5.40000 7857.00| 6.50000 9457.50| 5.25000 7638.75 NS PLANT OR TREE PLANT OR TREE | | | HEMEROCALLIS 'HAPPY RETURNS' - # 1 | | | 1160 38900 336.000 EA | 5.40000 1814.40| 6.50000 2184.00| 5.25000 1764.00 NS PLANT OR TREE PLANT OR TREE | | | HEMEROCALLIS 'STELLA DE ORO' - # 1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -8 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 38900 8561.000 EA | 5.95000 50937.95| 6.50000 55646.50| 5.75000 49225.75 NS PLANT OR TREE PLANT OR TREE | | | HYPERICUM CALCYCINUM - 4QT. | | | 1180 38900 9497.000 EA | 0.85000 8072.45| 1.10000 10446.70| 0.95000 9022.15 NS PLANT OR TREE PLANT OR TREE | | | NARCISSUS SP. - BULB | | | 1190 38900 7101.000 EA | 1.00000 7101.00| 1.10000 7811.10| 0.95000 6745.95 NS PLANT OR TREE PLANT OR TREE | | | PACHYSANDRA PROCUMBENS PLUG | | | 1200 38900 1214.000 EA | 1.35000 1638.90| 1.50000 1821.00| 1.30000 1578.20 NS PLANT OR TREE PLANT OR TREE PHLOX | | | SUBULATA 'APPLE BLOSSOM' - # SP4 | | | 1210 38900 1214.000 EA | 6.45000 7830.30| 7.00000 8498.00| 6.25000 7587.50 NS PLANT OR TREE PLANT OR TREE VERBENA | | | 'SISSINGHURST' # 1 | | | 1220 38900 5826.000 EA | 1.00000 5826.00| 1.00000 5826.00| 0.95000 5534.70 NS PLANT OR TREE PLANT OR TREE VINCA | | | MINOR 'BOWLES' - PLUG | | | 1230 38950 4.000 EA | 6040.00000 24160.00| 10600.00000 42400.00| 5000.00000 20000.00 NS LANDSCAPE LANDSCAPE BRICK PIERS | | | 1240 39001 4.000 EA | 165.00000 660.00| 180.00000 720.00| 158.00000 632.00 NS TREE TREE ACER RUBRUM 'OCTOBER | | | GLORY' 2" CAL | | | 1250 39001 23.000 EA | 165.00000 3795.00| 180.00000 4140.00| 158.00000 3634.00 NS TREE TREE ACER TRUNCATUM 2" CAL | | | 1260 39001 3.000 EA | 48.50000 145.50| 55.00000 165.00| 48.00000 144.00 NS TREE TREE CARPINUS CAROLINIANA | | | 1" CAL | | | 1270 39001 2.000 EA | 165.00000 330.00| 180.00000 360.00| 158.00000 316.00 NS TREE TREE CARYA CORDIFORMIS | | | 2" CAL | | | 1280 39001 12.000 EA | 165.00000 1980.00| 180.00000 2160.00| 158.00000 1896.00 NS TREE TREE CELTIS OCCIDENTALIS | | | 2" CAL | | | 1290 39001 125.000 EA | 48.50000 6062.50| 55.00000 6875.00| 48.00000 6000.00 NS TREE TREE CERCIS CANADENSIS | | | 1" CAL | | | 1300 39001 14.000 EA | 65.00000 910.00| 70.00000 980.00| 63.00000 882.00 NS TREE TREE CHIONANTHUS VIRGINICUS 1" | | | CAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -9 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1310 39001 1.000 EA | 140.00000 140.00| 155.00000 155.00| 136.00000 136.00 NS TREE TREE CORNUS RUTDANCELESTIAL 1 | | | 5" CAL | | | 1320 39001 25.000 EA | 102.00000 2550.00| 112.00000 2800.00| 100.00000 2500.00 NS TREE TREE JUNIPERUS VIRGINIANA | | | 1.5" CAL | | | 1330 39001 8.000 EA | 165.00000 1320.00| 175.00000 1400.00| 158.00000 1264.00 NS TREE TREE LIQUIDAMBARSTYRACIFLUA | | | 2" CAL | | | 1340 39001 4.000 EA | 180.00000 720.00| 206.00000 824.00| 184.00000 736.00 NS TREE TREE QUERCUS PHELLOS | | | 2.5" CAL | | | 1350 39001 18.000 EA | 165.00000 2970.00| 180.00000 3240.00| 158.00000 2844.00 NS TREE TREE QUERCUS RUBRA 2" CAL | | | 1360 39001 5.000 EA | 165.00000 825.00| 180.00000 900.00| 158.00000 790.00 NS TREE TREE ZELKOVA SERRATA 2" CAL | | | 1370 39002 36.000 EA | 24.00000 864.00| 26.00000 936.00| 23.00000 828.00 NS SHRUB SHRUB ABELIA GRANDIFLORA | | | # 3, 18" - 24" | | | 1380 39002 6.000 EA | 24.00000 144.00| 26.00000 156.00| 23.00000 138.00 NS SHRUB SHRUB ARONIA ARBUTIFOLIA | | | # 3, 18" - 24" | | | 1390 39002 9.000 EA | 27.00000 243.00| 30.00000 270.00| 26.00000 234.00 NS SHRUB SHRUB ARONIA ARBUTIFOLIA | | | # 5, 2.5' - 3' | | | 1400 39002 409.000 EA | 28.00000 11452.00| 33.00000 13497.00| 30.00000 12270.00 NS SHRUB SHRUB ARONIA MELANOCARPA # | | | 7,3' - 4' | | | 1410 39002 33.000 EA | 28.00000 924.00| 33.00000 1089.00| 30.00000 990.00 NS SHRUB SHRUB CORNUS SERICEA | | | # 7 3' - 4' | | | 1420 39002 540.000 EA | 24.00000 12960.00| 26.00000 14040.00| 23.00000 12420.00 NS SHRUB SHRUB COTONEASTER DAMMERI # | | | 3, 15" - 18" | | | 1430 39002 27.000 EA | 27.00000 729.00| 30.00000 810.00| 27.00000 729.00 NS SHRUB SHRUB FOTHERGILLA GARDENII | | | # 3, 15" - 18" | | | 1440 39002 158.000 EA | 24.00000 3792.00| 26.00000 4108.00| 23.00000 3634.00 NS SHRUB SHRUB ITEA VIRGINICA | | | # 3, 15" - 18" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -10 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 39002 75.000 EA | 43.00000 3225.00| 48.00000 3600.00| 42.00000 3150.00 NS SHRUB SHRUB LAGERSTROEMIA INDICA X | | | 'POCOMOKE' | | | 1460 39002 51.000 EA | 27.00000 1377.00| 30.00000 1530.00| 26.00000 1326.00 NS SHRUB SHRUB NANDINA DOMESTICA # 3, | | | 15" - 18" | | | 1470 39002 11.000 EA | 27.00000 297.00| 26.00000 286.00| 23.00000 253.00 NS SHRUB SHRUB POTENTILLA FRUTICOSA | | | # 3, 15" - 18" | | | 1480 39002 48.000 EA | 27.00000 1296.00| 29.00000 1392.00| 26.00000 1248.00 NS SHRUB SHRUB ROSA ' THE FAIRY' # 4, | | | 15" - 18" | | | 1490 39005 452.000 CY | 32.50000 14690.00| 41.00000 18532.00| 32.00000 14464.00 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 1500 40005 20.000 LF | 52.00000 1040.00| 255.00000 5100.00| 42.00000 840.00 1 1/2" WATER SERVICE LINE | | | 1510 40020 46.000 LF | 40.50000 1863.00| 130.00000 5980.00| 25.00000 1150.00 2" WATER MAIN | | | 1520 40380 5.000 LF | 245.00000 1225.00| 400.00000 2000.00| 28.00000 140.00 NS WATER MAIN WATER MAIN 3" | | | 1530 40992 1.000 EA | 2170.00000 2170.00| 1050.00000 1050.00| 1000.00000 1000.00 NS WATER UTILITY WATER UTILITY 3" GATE | | | VALVE | | | 1540 42047 69.000 LF | 54.00000 3726.00| 79.00000 5451.00| 34.00000 2346.00 4" SANITARY SEWER FORCE MAIN | | | 1550 45552 73.000 LF | 240.00000 17520.00| 280.00000 20440.00| 450.00000 32850.00 12" STEEL ENCASE. PIPE | | | 1560 50108 713.000 SF | 29.40000 20962.20| 36.00000 25668.00| 28.00000 19964.00 SIGN PANEL | | | 1570 50617 15.000 EA | 30.15000 452.25| 120.00000 1800.00| 450.00000 6750.00 RELOC. EXIST. SIGN STRUCT. TY. WP-1 | | | 1580 50618 3.000 EA | 357.00000 1071.00| 350.00000 1050.00| 625.00000 1875.00 RELOC. EXIST. SIGN STRUCT. TY. WP-2 | | | 1590 50759 9.000 EA | 390.00000 3510.00| 116.00000 1044.00| 425.00000 3825.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1600 50864 11.000 EA | 672.00000 7392.00| 235.00000 2585.00| 140.00000 1540.00 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 1610 50867 20.000 EA | 50.00000 1000.00| 125.00000 2500.00| 140.00000 2800.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -11 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A648 |( 3 ) T131 |GENERAL EXCAVATION, INC. |A & M CONCRETE CORP. |TAVARES CONCRETE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1620 50900 573.000 LF | 19.00000 10887.00| 17.00000 9741.00| 25.00000 14325.00 NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 4" X 4" | | | 1630 50900 641.000 LF | 22.00000 14102.00| 19.00000 12179.00| 25.00000 16025.00 NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 4" X 6" | | | 1640 50900 70.000 LF | 30.50000 2135.00| 20.00000 1400.00| 28.00000 1960.00 NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 6" X 6" | | | 1650 50900 18.000 LF | 73.50000 1323.00| 33.00000 594.00| 55.00000 990.00 NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 6" X 8" | | | 1660 51911 4681.000 LF | 4.00000 18724.00| 1.10000 5149.10| 3.00000 14043.00 NS SAW CUT SAW CUT ASPHALT CONCRETE | | | 8" DEPTH | | | 1670 51962 1.000 EA | 819.00000 819.00| 700.00000 700.00| 500.00000 500.00 NS RELOCATE RELOCATE EXIST SIGN | | | STRUCTURE TY. X | | | 1680 51962 1.000 EA | 1491.00000 1491.00| 1162.00000 1162.00| 900.00000 900.00 NS RELOCATE RELOCATE EXISTING SIGN | | | PANEL STR.&LGT.TY.X | | | 1690 51962 3.000 EA | 575.00000 1725.00| 522.00000 1566.00| 900.00000 2700.00 NS RELOCATE RELOCATE EXISTINGSIGNPANEL, | | | STR.&LGT.TY.WP-2 | | | 1700 51963 40.000 EA | 35.00000 1400.00| 198.00000 7920.00| 65.00000 2600.00 NS REMOVE REMOVE DISPOSE SIGN STRUCTURE | | | TY.VII-A | | | 1710 54032 25890.000 LF | 0.60000 15534.00| 0.75000 19417.50| 0.75000 19417.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1720 54042 125.000 LF | 6.75000 843.75| 14.00000 1750.00| 12.00000 1500.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1730 54105 66000.000 LF | 0.75000 49500.00| 0.81000 53460.00| 1.00000 66000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1740 54217 352.000 EA | 23.95000 8430.40| 32.00000 11264.00| 40.00000 14080.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1750 54242 87.000 EA | 9.60000 835.20| 5.80000 504.60| 50.00000 4350.00 TEMP. PAVE. MARKER 2 WAY | | | 1760 54512 67000.000 LF | 1.10000 73700.00| 1.30000 87100.00| 2.00000 134000.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | SECTION TOTALS | $ 3,728,061.04| $ 4,404,676.35| $ 4,854,078.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,728,061.04| $ 4,404,676.35| $ 4,854,078.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -12 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | 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| 277200.00000 277200.00| | MOBILIZATION | | | 0020 00101 LUMP| 42124.50000 42124.50| | CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 60000.00000 60000.00| | CLEARING AND GRUBBING | | | 0040 00120 2063.000 CY | 34.00000 70142.00| | REGULAR EXCAVATION | | | 0050 00140 1380.000 CY | 34.00000 46920.00| | BORROW EXCAVATION | | | 0060 00211 77.000 CY | 69.00000 5313.00| | MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00212 296.000 CY | 57.00000 16872.00| | MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0080 00272 1750.000 CY | 62.50000 109375.00| | SELECT MATL. TY. I MIN. CBR-30 | | | 0090 00355 2085.000 SY | 6.00000 12510.00| | GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0100 00502 34.000 TON | 45.00000 1530.00| | BEDDING MATL. FINE AGGR. OR AGGR. NO. 1 | | | 0110 00505 48.100 TON | 45.00000 2164.50| | BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0120 00522 135.200 CY | 1040.50000 140675.60| | CONCRETE CLASS A4 BOX CULVERT | | | 0130 00525 9.000 CY | 1041.00000 9369.00| | CONCRETE CLASS A3 MISC. | | | 0140 00529 170.000 CY | 312.00000 53040.00| | FLOWABLE BACKFILL | | | 0150 00540 14552.000 LB | 1.75000 25466.00| | REINF. STEEL | | | 0160 00588 3751.000 LF | 12.00000 45012.00| | UNDERDRAIN UD-4 | | | 0170 00595 632.000 LF | 12.00000 7584.00| | OUTLET PIPE | | | 0180 00596 2.000 EA | 612.00000 1224.00| | ENDWALL EW-12 | | | 0190 00700 2030.000 LF | 80.00000 162400.00| | POST INSTALLATION INSPECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -13 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 01152 85.000 LF | 143.00000 12155.00| | 15" CONC. PIPE | | | 0210 01156 1044.000 LF | 117.00000 122148.00| | STORM SEWER PIPE 15" | | | 0220 01182 32.000 LF | 146.00000 4672.00| | 18" CONC. PIPE | | | 0230 01186 196.000 LF | 138.00000 27048.00| | STORM SEWER PIPE 18" | | | 0240 01246 785.000 LF | 142.00000 111470.00| | STORM SEWER PIPE 24" | | | 0250 01306 946.000 LF | 155.00000 146630.00| | STORM SEWER PIPE 30" | | | 0260 01362 42.000 LF | 190.00000 7980.00| | 36" CONC. PIPE | | | 0270 02140 30.000 LF | 215.00000 6450.00| | 23" X 14" ELLIPTICAL PIPE | | | 0280 02192 36.000 LF | 226.00000 8136.00| | 30" X 19" ELLIPTICAL CONC. PIPE | | | 0290 02242 98.000 LF | 249.00000 24402.00| | 38" X 24" ELLIPTICAL CONC. PIPE | | | 0300 06151 2.000 EA | 2800.00000 5600.00| | 15" END SECTION ES-1 | | | 0310 06502 2.000 EA | 6000.00000 12000.00| | 30" X 19" END SECTION ES-1A | | | 0320 06504 1.000 EA | 7800.00000 7800.00| | 38" X 24" END SECTION ES-1A | | | 0330 06815 24.000 EA | 4800.00000 115200.00| | DROP INLET DI-3A | | | 0340 06817 4.000 EA | 4800.00000 19200.00| | DROP INLET DI-3B,L=4' | | | 0350 06818 5.000 EA | 5500.00000 27500.00| | DROP INLET DI-3B,L=6' | | | 0360 06819 3.000 EA | 6200.00000 18600.00| | DROP INLET DI-3B,L=8' | | | 0370 06820 2.000 EA | 8000.00000 16000.00| | DROP INLET DI-3B,L=10' | | | 0380 07506 2.000 EA | 5400.00000 10800.00| | DROP INLET DI-5 | | | 0390 07508 2.000 EA | 6800.00000 13600.00| | DROP INLET DI-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -14 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 07510 1.000 EA | 7000.00000 7000.00| | DROP INLET DI-7A | | | 0410 08924 1.000 EA | 5000.00000 5000.00| | DROP INLET DI-12B,L=4' | | | 0420 08926 2.000 EA | 5800.00000 11600.00| | DROP INLET DI-12B,L=6' | | | 0430 08930 3.000 EA | 6800.00000 20400.00| | DROP INLET DI-12B,L=8' | | | 0440 08932 3.000 EA | 8000.00000 24000.00| | DROP INLET DI-12B,L=10' | | | 0450 09056 36.900 LF | 950.00000 35055.00| | MANHOLE MH-1 OR 2 | | | 0460 09057 6.000 EA | 675.00000 4050.00| | FRAME & COVER MH-1 | | | 0470 10128 2961.000 TON | 29.00000 85869.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0480 10250 58.000 TON | 60.00000 3480.00| | NS AGGR. MATERIAL AGGR. MATERIAL EC-1 | | | A1 BANK RUN COBBLES | | | 0490 10423 4466.000 SY | 9.99000 44615.34| | BLOTTED SEAL COAT TY. C-1 | | | 0500 10499 2111.000 SY | 176.00000 371536.00| | NS PAVEMENT PAVEMENT CONCRETE PAVER | | | 0510 10610 530.000 TON | 96.00000 50880.00| | ASPHALT CONCRETE TY. IM-19.0A | | | 0520 10628 33756.000 SY | 3.00000 101268.00| | FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0530 10636 421.000 TON | 111.00000 46731.00| | ASPHALT CONCRETE TY. SM-9.5D | | | 0540 10643 2320.000 TON | 93.00000 215760.00| | ASPHALT CONCRETE TY. BM-25.0D | | | 0550 12020 194.000 LF | 24.00000 4656.00| | STD. CURB CG-2 | | | 0560 12022 48.000 LF | 133.00000 6384.00| | RADIAL CURB CG-2 | | | 0570 12025 147.000 LF | 61.00000 8967.00| | NS CURB CURB 1' FOOT FLUSH | | | 0580 12025 133.000 LF | 72.00000 9576.00| | NS CURB CURB 2 FOOT FLUSH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -15 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 12025 80.000 LF | 102.00000 8160.00| | NS CURB CURB MOD. CG-2 (LINEAR) | | | 0600 12720 2410.000 LF | 22.20000 53502.00| | NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER MOD CG-6 | | | 0610 12725 42.000 LF | 55.50000 2331.00| | NS RADIAL COMB. CURB & GUTTER RADIAL | | | COMB. C & G MOD. CG-6 | | | 0620 13120 46.000 SY | 111.00000 5106.00| | NS ENTRANCE GUTTER ENTRANCE GUTTER MOD. | | | CG-11 | | | 0630 13120 179.000 SY | 89.00000 15931.00| | NS ENTRANCE GUTTER ENTRANCE GUTTER MOD. | | | CG-9D | | | 0640 13214 9.000 EA | 1000.00000 9000.00| | NS R/W MONUMENT R/W MONUMENT RM-2 | | | 0650 13232 660.000 SY | 10.00000 6600.00| | GEOTEXTILE DRAINAGE FABRIC | | | 0660 13245 343.000 SY | 49.95000 17132.85| | NS SIDEWALK SIDEWALK 4" CONCRETE, | | | INTEGRAL PIGMENT | | | 0670 13310 48.000 LF | 49.95000 2397.60| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0680 13320 1930.000 LF | 18.87000 36419.10| | GUARDRAIL GR-2 | | | 0690 13331 83.000 LF | 21.09000 1750.47| | RAD. GUARDRAIL GR-2 | | | 0700 13345 18.000 EA | 2331.00000 41958.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0710 13355 316.000 LF | 22.20000 7015.20| | GUARDRAIL GR-10 | | | 0720 13383 3.000 EA | 1887.00000 5661.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0730 13551 720.000 LF | 591.77000 426074.40| | NS WALL WALL MORTARED STONE | | | 0740 13605 8.000 EA | 10000.00000 80000.00| | IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -16 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 21215 1239.000 LF | 45.00000 55755.00| | MEDIAN STRIP MS-2 | | | 0760 23560 200.000 LF | 3.33000 666.00| | TEMP. SAFETY FENCE 4' | | | 0770 23600 3800.000 LF | 10.00000 38000.00| | NS FENCE FENCE MOD. FE-W1, W2 | | | 0780 24100 400.000 HR | 15.00000 6000.00| | ALLAYING DUST | | | 0790 24160 640.000 SF | 25.00000 16000.00| | CONSTRUCTION SIGNS | | | 0800 24260 2100.000 TON | 40.00000 84000.00| | CR. RUN AGGR. NO. 25 OR 26 | | | 0810 24278 16000.000 DAY | 1.00000 16000.00| | GROUP 2 CHANNELIZING DEVICES | | | 0820 24279 3500.000 HR | 25.00000 87500.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0830 24282 6000.000 HR | 25.00000 150000.00| | FLAGGER SERVICE | | | 0840 24297 1056.000 LF | 32.00000 33792.00| | TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0850 24302 3.000 EA | 3500.00000 10500.00| | NS BARRICADE BARRICADE BOLLARDS | | | 0860 24430 3054.000 SY | 3.00000 9162.00| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0870 24501 130.000 LF | 6.00000 780.00| | NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0880 24703 742.000 LF | 60.00000 44520.00| | NS REMOVE EXIST REMOVE EXIST. PIPE | | | 0890 25505 15.000 MO | 3360.00000 50400.00| | FIELD OFFICE TY.I | | | 0900 25565 LUMP| 45000.00000 45000.00| | PROGRESS SCHEDULE BASELINE | | | 0910 25567 12.000 EA | 2500.00000 30000.00| | PROGRESS SCHEDULE UPDATES | | | 0920 26271 748.000 TON | 60.00000 44880.00| | NS DRY RIPRAP DRY RIPRAP CL I 24"EC-1 | | | BLUEMONT BLUESTONE | | | 0930 26271 874.000 TON | 58.00000 50692.00| | NS DRY RIPRAP DRY RIPRAP CL. I 26" | | | BLUEMONT BLUESTONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -17 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 26271 37.000 TON | 100.00000 3700.00| | NS DRY RIPRAP DRY RIPRAP CL.A1 EC-1 | | | BLUEMONT BLUESTONE | | | 0950 27012 3.000 ACRE| 24975.00000 74925.00| | TOPSOIL CLASS A 2" | | | 0960 27030 28.000 CY | 45.00000 1260.00| | NS TOPSOIL TOPSOIL CL.B FOR PLANTING | | | 0970 27102 1110.000 LB | 35.63000 39549.30| | REGULAR SEED | | | 0980 27103 1110.000 LB | 22.03000 24453.30| | OVERSEEDING | | | 0990 27215 1.000 TON | 1137.75000 1137.75| | FERTILIZER(15-30-15) | | | 1000 27250 11.000 TON | 160.95000 1770.45| | LIME | | | 1010 27321 2992.000 SY | 2.11000 6313.12| | PROTECTIVE COVERING EC-2 | | | 1020 27410 36.000 EA | 350.00000 12600.00| | CHECK DAM, ROCK TY. I | | | 1030 27415 45.000 EA | 350.00000 15750.00| | CHECK DAM(ROCK) TY. II | | | 1040 27422 1.000 EA | 5800.00000 5800.00| | DEWATERING BASIN | | | 1050 27430 2245.000 CY | 35.00000 78575.00| | SILTATION CONTROL EXCAVATION | | | 1060 27451 16.000 EA | 300.00000 4800.00| | INLET PROTECTION TYPE A | | | 1070 27461 31.000 EA | 300.00000 9300.00| | INLET PROTECTION TYPE B | | | 1080 27506 10408.000 LF | 2.00000 20816.00| | TEMP. FILTER BARRIER | | | 1090 27552 131.300 TON | 50.00000 6565.00| | NS NO. 57 STONE NO. 57 STONE ** | | | 1100 28811 450.000 CY | 82.14000 36963.00| | REMULCHING | | | 1110 28820 482.000 UNIT| 166.50000 80253.00| | WATERING | | | 1120 28850 15.000 EA | 7215.00000 108225.00| | REM. OF WEEDS, GRASS & ROOT | | | GROWTH/PLANT LOC. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -18 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 38900 2920.000 EA | 12.21000 35653.20| | NS PLANT OR TREE PLANT OR TREE CAREX | | | FLACCA | | | 1140 38900 452.000 EA | 3.11000 1405.72| | NS PLANT OR TREE PLANT OR TREE | | | ECHINACEAPURPUREAWHITE SWAN#SP4 | | | 1150 38900 1455.000 EA | 10.05000 14622.75| | NS PLANT OR TREE PLANT OR TREE | | | HEMEROCALLIS 'HAPPY RETURNS' - # 1 | | | 1160 38900 336.000 EA | 10.05000 3376.80| | NS PLANT OR TREE PLANT OR TREE | | | HEMEROCALLIS 'STELLA DE ORO' - # 1 | | | 1170 38900 8561.000 EA | 11.65000 99735.65| | NS PLANT OR TREE PLANT OR TREE | | | HYPERICUM CALCYCINUM - 4QT. | | | 1180 38900 9497.000 EA | 2.33000 22128.01| | NS PLANT OR TREE PLANT OR TREE | | | NARCISSUS SP. - BULB | | | 1190 38900 7101.000 EA | 2.00000 14202.00| | NS PLANT OR TREE PLANT OR TREE | | | PACHYSANDRA PROCUMBENS PLUG | | | 1200 38900 1214.000 EA | 3.11000 3775.54| | NS PLANT OR TREE PLANT OR TREE PHLOX | | | SUBULATA 'APPLE BLOSSOM' - # SP4 | | | 1210 38900 1214.000 EA | 10.05000 12200.70| | NS PLANT OR TREE PLANT OR TREE VERBENA | | | 'SISSINGHURST' # 1 | | | 1220 38900 5826.000 EA | 2.00000 11652.00| | NS PLANT OR TREE PLANT OR TREE VINCA | | | MINOR 'BOWLES' - PLUG | | | 1230 38950 4.000 EA | 4614.99000 18459.96| | NS LANDSCAPE LANDSCAPE BRICK PIERS | | | 1240 39001 4.000 EA | 356.03000 1424.12| | NS TREE TREE ACER RUBRUM 'OCTOBER | | | GLORY' 2" CAL | | | 1250 39001 23.000 EA | 306.53000 7050.19| | NS TREE TREE ACER TRUNCATUM 2" CAL | | | 1260 39001 3.000 EA | 154.79000 464.37| | NS TREE TREE CARPINUS CAROLINIANA | | | 1" CAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -19 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 39001 2.000 EA | 510.88000 1021.76| | NS TREE TREE CARYA CORDIFORMIS | | | 2" CAL | | | 1280 39001 12.000 EA | 334.39000 4012.68| | NS TREE TREE CELTIS OCCIDENTALIS | | | 2" CAL | | | 1290 39001 125.000 EA | 182.71000 22838.75| | NS TREE TREE CERCIS CANADENSIS | | | 1" CAL | | | 1300 39001 14.000 EA | 263.18000 3684.52| | NS TREE TREE CHIONANTHUS VIRGINICUS 1" | | | CAL | | | 1310 39001 1.000 EA | 263.18000 263.18| | NS TREE TREE CORNUS RUTDANCELESTIAL 1 | | | 5" CAL | | | 1320 39001 25.000 EA | 185.76000 4644.00| | NS TREE TREE JUNIPERUS VIRGINIANA | | | 1.5" CAL | | | 1330 39001 8.000 EA | 340.60000 2724.80| | NS TREE TREE LIQUIDAMBARSTYRACIFLUA | | | 2" CAL | | | 1340 39001 4.000 EA | 408.70000 1634.80| | NS TREE TREE QUERCUS PHELLOS | | | 2.5" CAL | | | 1350 39001 18.000 EA | 368.46000 6632.28| | NS TREE TREE QUERCUS RUBRA 2" CAL | | | 1360 39001 5.000 EA | 387.00000 1935.00| | NS TREE TREE ZELKOVA SERRATA 2" CAL | | | 1370 39002 36.000 EA | 32.52000 1170.72| | NS SHRUB SHRUB ABELIA GRANDIFLORA | | | # 3, 18" - 24" | | | 1380 39002 6.000 EA | 31.75000 190.50| | NS SHRUB SHRUB ARONIA ARBUTIFOLIA | | | # 3, 18" - 24" | | | 1390 39002 9.000 EA | 34.85000 313.65| | NS SHRUB SHRUB ARONIA ARBUTIFOLIA | | | # 5, 2.5' - 3' | | | 1400 39002 409.000 EA | 44.12000 18045.08| | NS SHRUB SHRUB ARONIA MELANOCARPA # | | | 7,3' - 4' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -20 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 39002 33.000 EA | 31.75000 1047.75| | NS SHRUB SHRUB CORNUS SERICEA | | | # 7 3' - 4' | | | 1420 39002 540.000 EA | 26.31000 14207.40| | NS SHRUB SHRUB COTONEASTER DAMMERI # | | | 3, 15" - 18" | | | 1430 39002 27.000 EA | 41.01000 1107.27| | NS SHRUB SHRUB FOTHERGILLA GARDENII | | | # 3, 15" - 18" | | | 1440 39002 158.000 EA | 33.30000 5261.40| | NS SHRUB SHRUB ITEA VIRGINICA | | | # 3, 15" - 18" | | | 1450 39002 75.000 EA | 54.17000 4062.75| | NS SHRUB SHRUB LAGERSTROEMIA INDICA X | | | 'POCOMOKE' | | | 1460 39002 51.000 EA | 40.24000 2052.24| | NS SHRUB SHRUB NANDINA DOMESTICA # 3, | | | 15" - 18" | | | 1470 39002 11.000 EA | 28.64000 315.04| | NS SHRUB SHRUB POTENTILLA FRUTICOSA | | | # 3, 15" - 18" | | | 1480 39002 48.000 EA | 42.57000 2043.36| | NS SHRUB SHRUB ROSA ' THE FAIRY' # 4, | | | 15" - 18" | | | 1490 39005 452.000 CY | 66.60000 30103.20| | NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 1500 40005 20.000 LF | 300.00000 6000.00| | 1 1/2" WATER SERVICE LINE | | | 1510 40020 46.000 LF | 300.00000 13800.00| | 2" WATER MAIN | | | 1520 40380 5.000 LF | 500.00000 2500.00| | NS WATER MAIN WATER MAIN 3" | | | 1530 40992 1.000 EA | 1500.00000 1500.00| | NS WATER UTILITY WATER UTILITY 3" GATE | | | VALVE | | | 1540 42047 69.000 LF | 400.00000 27600.00| | 4" SANITARY SEWER FORCE MAIN | | | 1550 45552 73.000 LF | 250.00000 18250.00| | 12" STEEL ENCASE. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -21 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 50108 713.000 SF | 46.45000 33118.85| | SIGN PANEL | | | 1570 50617 15.000 EA | 241.98000 3629.70| | RELOC. EXIST. SIGN STRUCT. TY. WP-1 | | | 1580 50618 3.000 EA | 788.10000 2364.30| | RELOC. EXIST. SIGN STRUCT. TY. WP-2 | | | 1590 50759 9.000 EA | 329.67000 2967.03| | RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1600 50864 11.000 EA | 765.90000 8424.90| | REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 1610 50867 20.000 EA | 310.80000 6216.00| | REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1620 50900 573.000 LF | 55.89000 32024.97| | NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 4" X 4" | | | 1630 50900 641.000 LF | 34.41000 22056.81| | NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 4" X 6" | | | 1640 50900 70.000 LF | 39.29000 2750.30| | NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 6" X 6" | | | 1650 50900 18.000 LF | 44.40000 799.20| | NS TRAFFIC SIGN TRAFFIC SIGN POST WOOD | | | (STAINED) 6" X 8" | | | 1660 51911 4681.000 LF | 4.00000 18724.00| | NS SAW CUT SAW CUT ASPHALT CONCRETE | | | 8" DEPTH | | | 1670 51962 1.000 EA | 1598.40000 1598.40| | NS RELOCATE RELOCATE EXIST SIGN | | | STRUCTURE TY. X | | | 1680 51962 1.000 EA | 1722.72000 1722.72| | NS RELOCATE RELOCATE EXISTING SIGN | | | PANEL STR.&LGT.TY.X | | | 1690 51962 3.000 EA | 1595.07000 4785.21| | NS RELOCATE RELOCATE EXISTINGSIGNPANEL, | | | STR.&LGT.TY.WP-2 | | | 1700 51963 40.000 EA | 610.50000 24420.00| | NS REMOVE REMOVE DISPOSE SIGN STRUCTURE | | | TY.VII-A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : C35 -22 TABULATION OF BIDS CALL ORDER : C35 CONTRACT ID : C00068825C01B COUNTIES : LOUDOUN LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) F034 |( ) |( ) |FORT MYER CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1710 54032 25890.000 LF | 0.64000 16569.60| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1720 54042 125.000 LF | 7.10000 887.50| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1730 54105 66000.000 LF | 0.77000 50820.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 1740 54217 352.000 EA | 25.31000 8909.12| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1750 54242 87.000 EA | 10.10000 878.70| | TEMP. PAVE. MARKER 2 WAY | | | 1760 54512 67000.000 LF | 1.17000 78390.00| | CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | SECTION TOTALS | $ 5,655,751.93| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,655,751.93| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : H92 -1 TABULATION OF BIDS CALL ORDER : H92 CONTRACT ID : C00093400B39 COUNTIES : CAMPBELL LETTING DATE : 07/27/11 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/16/11 COMPLETION DATE PROJECT(S) : (NFO)BRDG-015-738, B639 FED # BH-BR03 (271) (NFO)BRDG-015-739, B640 FED # BH-BR03 (273) CONTRACT DESCRIPTION: PROPOSED BRIDGE REHABILITATION 0.37 MI. W. OF W.C.L. LYNCHBURG SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 223,013.40 100.0000% 2 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 266,283.95 119.4027% 3 G497 GEMSTONE, LLC $ 269,735.00 120.9501% 4 M813 MCCLAIN & CO., INC. $ 288,323.00 129.2851% 5 B919 BLASTECH ENTERPRISES, INC. $ 607,993.50 272.6264% ==================================================================================================================================== |( 1 ) W210 |( 2 ) L005 |( 3 ) G497 |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, I |GEMSTONE, LLC 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| 21500.00000 21500.00| 24932.00000 24932.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 24160 1139.000 SF | 0.10000 113.90| 30.00000 34170.00| 10.00000 11390.00 CONSTRUCTION SIGNS | | | 0030 24272 2250.000 HR | 0.10000 225.00| 0.01000 22.50| 8.00000 18000.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 6845.000 DAY | 0.10000 684.50| 0.01000 68.45| 1.00000 6845.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 2250.000 HR | 0.10000 225.00| 0.01000 22.50| 4.00000 9000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 2250.000 HR | 0.10000 225.00| 0.01000 22.50| 2.00000 4500.00 ELECTRONIC ARROW | | | 0070 68465 LUMP| 12000.00000 12000.00| 35000.00000 35000.00| 30000.00000 30000.00 NS ZONE COAT. EX. STR. ZONE COAT. EX. | | | STR. (STR. #1102, TYPE A) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : H92 -2 TABULATION OF BIDS CALL ORDER : H92 CONTRACT ID : C00093400B39 COUNTIES : CAMPBELL LETTING DATE : 07/27/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) L005 |( 3 ) G497 |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, I |GEMSTONE, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 68465 LUMP| 12000.00000 12000.00| 35000.00000 35000.00| 30000.00000 30000.00 NS ZONE COAT. EX. STR. ZONE COAT. EX. | | | STR. (STR. #1103, TYPE A) | | | 0090 68474 LUMP| 3000.00000 3000.00| 8175.00000 8175.00| 15000.00000 15000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY (STR. #1102) | | | 0100 68474 LUMP| 3000.00000 3000.00| 8175.00000 8175.00| 15000.00000 15000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY (STR. #1103) | | | 0110 68490 LUMP| 1500.00000 1500.00| 1308.00000 1308.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL (STR. #1102, TYPE A) | | | 0120 68490 LUMP| 1500.00000 1500.00| 1308.00000 1308.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL (STR. #1103, TYPE A) | | | 0130 68904 96.000 EA | 870.00000 83520.00| 600.00000 57600.00| 500.00000 48000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR GOUGE EXISTING WELD | | | 0140 68904 96.000 EA | 870.00000 83520.00| 630.00000 60480.00| 500.00000 48000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR WELD CONNECTOR PLATE | | | SECTION TOTALS | $ 223,013.40| $ 266,283.95| $ 269,735.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,013.40| $ 266,283.95| $ 269,735.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : H92 -3 TABULATION OF BIDS CALL ORDER : H92 CONTRACT ID : C00093400B39 COUNTIES : CAMPBELL LETTING DATE : 07/27/11 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) M813 |( 5 ) B919 |( ) |MCCLAIN & CO., 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 00100 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| MOBILIZATION | | | 0020 24160 1139.000 SF | 7.00000 7973.00| 19.00000 21641.00| CONSTRUCTION SIGNS | | | 0030 24272 2250.000 HR | 20.00000 45000.00| 10.00000 22500.00| TRUCK MOUNTED ATTENUATOR | | | 0040 24278 6845.000 DAY | 1.00000 6845.00| 0.50000 3422.50| GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 2250.000 HR | 6.00000 13500.00| 10.00000 22500.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 2250.000 HR | 4.50000 10125.00| 1.00000 2250.00| ELECTRONIC ARROW | | | 0070 68465 LUMP| 8800.00000 8800.00| 96000.00000 96000.00| NS ZONE COAT. EX. STR. ZONE COAT. EX. | | | STR. (STR. #1102, TYPE A) | | | 0080 68465 LUMP| 8800.00000 8800.00| 96000.00000 96000.00| NS ZONE COAT. EX. STR. ZONE COAT. EX. | | | STR. (STR. #1103, TYPE A) | | | 0090 68474 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY (STR. #1102) | | | 0100 68474 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY (STR. #1103) | | | 0110 68490 LUMP| 1320.00000 1320.00| 3000.00000 3000.00| NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL (STR. #1102, TYPE A) | | | 0120 68490 LUMP| 1320.00000 1320.00| 3000.00000 3000.00| NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL (STR. #1103, TYPE A) | | | 0130 68904 96.000 EA | 795.00000 76320.00| 1290.00000 123840.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR GOUGE EXISTING WELD | | | 0140 68904 96.000 EA | 795.00000 76320.00| 1290.00000 123840.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR WELD CONNECTOR PLATE | | | SECTION TOTALS | $ 288,323.00| $ 607,993.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 288,323.00| $ 607,993.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J06 -1 TABULATION OF BIDS CALL ORDER : J06 CONTRACT ID : CM511DPA98818 COUNTIES : ACCOMACK LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 12/31/11 COMPLETION DATE PROJECT(S) : 0013-001-608, D601 FED # NONE CONTRACT DESCRIPTION: ROUTE 13 PIPE REHAB FROM: 0.17 MILES SOUTH OF ROUTE 623 TO: 0.04 MILES SOUTH OF ROUTE 1403 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T301 TRI-STATE UTILITIES CO. $ 1,379,997.00 100.0000% ==================================================================================================================================== |( 1 ) T301 |( 5 ) B919 |( ) |TRI-STATE UTILITIES CO. |BLASTECH ENTERPRISES, 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| 94500.00000 94500.00| | MOBILIZATION | | | 0020 02090 148.000 LF | 382.00000 56536.00| | NS PIPE PIPE 18" PIPE REHAB BY LINER, | | | METHOD D | | | 0030 02090 123.000 LF | 391.00000 48093.00| | NS PIPE PIPE 24" PIPE REHAB BY LINER, | | | METHOD D | | | 0040 02090 909.000 LF | 448.00000 407232.00| | NS PIPE PIPE 42" PIPE REHAB BY LINER, | | | METHOD D | | | 0050 02090 1508.000 LF | 484.00000 729872.00| | NS PIPE PIPE 48" PIPE REHAB BY LINER, | | | METHOD D | | | 0060 24152 6.000 EA | 330.00000 1980.00| | TYPE III BARRICADE 8' | | | 0070 24160 472.000 SF | 12.00000 5664.00| | CONSTRUCTION SIGNS | | | 0080 24272 720.000 HR | 18.00000 12960.00| | TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J06 -2 TABULATION OF BIDS CALL ORDER : J06 CONTRACT ID : CM511DPA98818 COUNTIES : ACCOMACK LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) T301 |( 5 ) B919 |( ) |TRI-STATE UTILITIES CO. |BLASTECH ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24278 7200.000 DAY | 2.55000 18360.00| | GROUP 2 CHANNELIZING DEVICES | | | 0100 24281 720.000 HR | 2.00000 1440.00| | ELECTRONIC ARROW | | | 0110 24282 480.000 HR | 7.00000 3360.00| | FLAGGER SERVICE | | | SECTION TOTALS | $ 1,379,997.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,379,997.00| $ 607,993.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -1 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 05/22/12 COMPLETION DATE PROJECT(S) : (NFO) 0073-043-126, C501 FED # CM-5127(913) (NFO) 0073-043-126, C501 FED # CM-5127(913) CONTRACT DESCRIPTION: EXTEND RTL FROM SB RTE 73 TO WB RTE 250 FR: INTERSECTION OF BROAD STREET TO: 0.197 M NORTH INTERSECTION OF BROAD STREET SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S837 J. SANDERS CONSTRUCTION CO. $ 353,013.80 100.0000% 2 C010 CENTRAL CONTRACTING COMPANY, INC. $ 364,629.60 103.2905% 3 N165 GEORGE NICE & SONS, INC. $ 390,327.00 110.5699% 4 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 431,219.53 122.1537% 5 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 459,587.05 130.1895% 6 K003 J. L. KENT & SONS, INC. $ 471,388.92 133.5327% 7 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 497,312.60 140.8762% 8 B978 HENRY S. BRANSCOME, L.L.C. $ 601,891.24 170.5008% 9 J273 JIREH CONSTRUCTION COMPANY, INC. $ 807,638.00 228.7837% ==================================================================================================================================== |( 1 ) S837 |( 2 ) C010 |( 3 ) N165 |J. SANDERS CONSTRUCTION CO. |CENTRAL CONTRACTING COMPANY |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 31000.00000 31000.00| 33700.00000 33700.00| 32500.00000 32500.00 MOBILIZATION | | | 0020 00101 LUMP| 7500.00000 7500.00| 3250.00000 3250.00| 5250.00000 5250.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 3000.00000 3000.00| 16320.00000 16320.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0040 00120 66.000 CY | 20.00000 1320.00| 100.00000 6600.00| 110.00000 7260.00 REGULAR EXCAVATION | | | 0050 00140 194.000 CY | 12.00000 2328.00| 20.00000 3880.00| 18.00000 3492.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -2 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) C010 |( 3 ) N165 |J. SANDERS CONSTRUCTION CO. |CENTRAL CONTRACTING COMPANY |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00355 952.000 SY | 1.50000 1428.00| 1.00000 952.00| 1.75000 1666.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00550 LUMP| 3000.00000 3000.00| 5300.00000 5300.00| 12000.00000 12000.00 NS DISM.& REM. EX. STR. DISM.& REM. EX. | | | STR. REMOVE HAZMAT & DISPOS | | | 0080 00700 161.000 LF | 7.00000 1127.00| 5.00000 805.00| 5.00000 805.00 POST INSTALLATION INSPECTION | | | 0090 01156 157.000 LF | 55.00000 8635.00| 54.75000 8595.75| 48.00000 7536.00 STORM SEWER PIPE 15" | | | 0100 01182 4.000 LF | 40.00000 160.00| 100.00000 400.00| 100.00000 400.00 18" CONC. PIPE | | | 0110 06740 1.000 EA | 3400.00000 3400.00| 1500.00000 1500.00| 2100.00000 2100.00 DROP INLET DI-1 | | | 0120 06818 1.000 EA | 4900.00000 4900.00| 2400.00000 2400.00| 3400.00000 3400.00 DROP INLET DI-3B,L=6' | | | 0130 06819 1.000 EA | 5100.00000 5100.00| 2600.00000 2600.00| 3580.00000 3580.00 DROP INLET DI-3B,L=8' | | | 0140 10128 659.000 TON | 35.00000 23065.00| 15.00000 9885.00| 28.00000 18452.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10610 126.000 TON | 105.00000 13230.00| 107.00000 13482.00| 110.00000 13860.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10636 260.000 TON | 115.00000 29900.00| 113.25000 29445.00| 117.00000 30420.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0170 10642 441.000 TON | 105.00000 46305.00| 104.50000 46084.50| 105.00000 46305.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 11070 887.000 LF | 3.00000 2661.00| 5.00000 4435.00| 2.00000 1774.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 9" DEPTH | | | 0190 12022 5.000 LF | 16.00000 80.00| 17.50000 87.50| 20.00000 100.00 RADIAL CURB CG-2 | | | 0200 12600 20.000 LF | 16.00000 320.00| 17.50000 350.00| 25.00000 500.00 STD. COMB. CURB & GUTTER CG-6 | | | 0210 12610 25.000 LF | 16.00000 400.00| 17.50000 437.50| 25.00000 625.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0220 12700 772.000 LF | 16.00000 12352.00| 17.50000 13510.00| 17.00000 13124.00 STD. COMB. CURB & GUTTER CG-7 | | | 0230 12710 195.000 LF | 16.00000 3120.00| 18.75000 3656.25| 17.00000 3315.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0240 13108 26.000 SY | 220.00000 5720.00| 440.00000 11440.00| 300.00000 7800.00 CG-12 DETECTABLE WARNING SURFACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -3 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) C010 |( 3 ) N165 |J. SANDERS CONSTRUCTION CO. |CENTRAL CONTRACTING COMPANY |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13220 492.000 SY | 35.00000 17220.00| 38.00000 18696.00| 44.50000 21894.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0260 14450 115.000 LF | 5.00000 575.00| 5.00000 575.00| 4.00000 460.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0270 16522 1503.000 SY | 4.00000 6012.00| 6.00000 9018.00| 5.00000 7515.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0280 24100 100.000 HR | 2.00000 200.00| 10.00000 1000.00| 1.00000 100.00 ALLAYING DUST | | | 0290 24160 604.000 SF | 12.00000 7248.00| 18.00000 10872.00| 16.00000 9664.00 CONSTRUCTION SIGNS | | | 0300 24272 360.000 HR | 8.00000 2880.00| 10.00000 3600.00| 8.00000 2880.00 TRUCK MOUNTED ATTENUATOR | | | 0310 24278 1400.000 DAY | 0.75000 1050.00| 0.50000 700.00| 1.00000 1400.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 720.000 HR | 6.00000 4320.00| 10.00000 7200.00| 5.00000 3600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24281 360.000 HR | 2.00000 720.00| 1.00000 360.00| 3.00000 1080.00 ELECTRONIC ARROW | | | 0340 24400 0.500 UNIT| 200.00000 100.00| 200.00000 100.00| 500.00000 250.00 OBSCURING ROADWAY | | | 0350 24430 63.000 SY | 12.00000 756.00| 10.00000 630.00| 15.00000 945.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0360 27102 67.000 LB | 15.00000 1005.00| 11.00000 737.00| 19.00000 1273.00 REGULAR SEED | | | 0370 27103 42.000 LB | 3.00000 126.00| 4.40000 184.80| 5.00000 210.00 OVERSEEDING | | | 0380 27215 0.080 TON | 2000.00000 160.00| 1650.00000 132.00| 1100.00000 88.00 FERTILIZER(15-30-15) | | | 0390 27250 1.000 TON | 250.00000 250.00| 220.00000 220.00| 575.00000 575.00 LIME | | | 0400 27430 177.000 CY | 2.00000 354.00| 10.00000 1770.00| 1.00000 177.00 SILTATION CONTROL EXCAVATION | | | 0410 27451 1.000 EA | 125.00000 125.00| 300.00000 300.00| 150.00000 150.00 INLET PROTECTION TYPE A | | | 0420 27461 2.000 EA | 125.00000 250.00| 150.00000 300.00| 275.00000 550.00 INLET PROTECTION TYPE B | | | 0430 27506 954.000 LF | 2.00000 1908.00| 2.00000 1908.00| 2.00000 1908.00 TEMP. FILTER BARRIER | | | 0440 40061 15.000 LF | 60.00000 900.00| 100.00000 1500.00| 330.00000 4950.00 6" DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -4 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) C010 |( 3 ) N165 |J. SANDERS CONSTRUCTION CO. |CENTRAL CONTRACTING COMPANY |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 41104 3.000 EA | 400.00000 1200.00| 100.00000 300.00| 200.00000 600.00 ADJUST EXIST. VALVE BOX | | | 0460 41401 1.000 EA | 5000.00000 5000.00| 4800.00000 4800.00| 6000.00000 6000.00 16"X6" TAPPING SLEEVE VALVE & BOX | | | 0470 41820 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00| 2600.00000 2600.00 FIRE HYDRANT | | | 0480 51184 9.000 EA | 276.00000 2484.00| 255.00000 2295.00| 196.00000 1764.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0490 51260 9.000 CY | 1060.00000 9540.00| 975.00000 8775.00| 815.00000 7335.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION PF-8 | | | 0500 51607 1800.000 LF | 2.70000 4860.00| 2.50000 4500.00| 1.75000 3150.00 14/7 CONDUCTOR CABLE | | | 0510 51615 550.000 LF | 1.10000 605.00| 1.00000 550.00| 2.90000 1595.00 14/1 ENCLOSED COND. CABLE | | | 0520 51700 2250.000 LF | 2.00000 4500.00| 1.85000 4162.50| 1.30000 2925.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0530 51830 3.000 EA | 228.00000 684.00| 210.00000 630.00| 285.00000 855.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0540 51912 162.000 LF | 13.80000 2235.60| 12.65000 2049.30| 12.00000 1944.00 SAW CUT 3/8" | | | 0550 51913 10.000 LF | 22.20000 222.00| 20.50000 205.00| 25.00000 250.00 SAWCUT 5/8" | | | 0560 51951 1.000 EA | 332.00000 332.00| 305.00000 305.00| 200.00000 200.00 INSTALL SIGN | | | 0570 52000 LUMP| 2400.00000 2400.00| 2200.00000 2200.00| 3465.00000 3465.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXIST. SIGNAL EQ | | | 0580 52001 100.000 LF | 7.62000 762.00| 7.00000 700.00| 5.00000 500.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 0590 52001 20.000 LF | 34.62000 692.40| 31.75000 635.00| 17.00000 340.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 0600 52002 1.000 EA | 9310.00000 9310.00| 8550.00000 8550.00| 9600.00000 9600.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 20' MAST POLE TYPE I | | | 0610 52002 4.000 EA | 176.50000 706.00| 165.00000 660.00| 115.50000 462.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION GROUNDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -5 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) S837 |( 2 ) C010 |( 3 ) N165 |J. SANDERS CONSTRUCTION CO. |CENTRAL CONTRACTING COMPANY |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 52002 1.000 EA | 186.00000 186.00| 170.00000 170.00| 210.00000 210.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION HANGER ASSEM. SMD-2 | | | 0630 52002 1.000 EA | 6630.00000 6630.00| 6100.00000 6100.00| 5625.00000 5625.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 60' | | | 0640 52002 2.000 EA | 4294.00000 8588.00| 4000.00000 8000.00| 4080.00000 8160.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SREAD SPEC. RADIO TRANS. | | | (YAGI) | | | 0650 54032 3200.000 LF | 0.95000 3040.00| 0.75000 2400.00| 1.00000 3200.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0660 54042 24.000 LF | 30.00000 720.00| 6.50000 156.00| 8.75000 210.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0670 54300 3.000 EA | 250.00000 750.00| 93.50000 280.50| 125.00000 375.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0680 55587 3.000 EA | 1080.00000 3240.00| 1000.00000 3000.00| 1540.00000 4620.00 JUNCTION BOX JB-S2 | | | 0690 56020 10.000 LF | 9.30000 93.00| 8.55000 85.50| 6.95000 69.50 1" CONDUIT | | | 0700 56030 20.000 LF | 4.14000 82.80| 3.80000 76.00| 8.10000 162.00 2" CONDUIT | | | 0710 56034 50.000 LF | 5.46000 273.00| 5.00000 250.00| 9.25000 462.50 3" CONDUIT | | | 0720 56051 650.000 LF | 31.20000 20280.00| 28.75000 18687.50| 25.50000 16575.00 BORED CONDUIT 3" | | | 0730 56200 70.000 LF | 8.40000 588.00| 7.70000 539.00| 32.00000 2240.00 TRENCH EXCAVATION ECI-1 | | | 0740 56205 1.000 EA | 1800.00000 1800.00| 1650.00000 1650.00| 2500.00000 2500.00 TEST BORE | | | 0750 70200 LUMP| 1000.00000 1000.00| 250.00000 250.00| 175.00000 175.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 001, D-1 | | | 0760 70200 LUMP| 500.00000 500.00| 250.00000 250.00| 175.00000 175.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002, D-2 | | | 0770 70200 LUMP| 500.00000 500.00| 500.00000 500.00| 1050.00000 1050.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002, D-3 | | | SECTION TOTALS | $ 353,013.80| $ 364,629.60| $ 390,327.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,013.80| $ 364,629.60| $ 390,327.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -6 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) H301 |( 5 ) B028 |( 6 ) K003 |HOWARD BROTHERS CONTRACTOR, |BLAKEMORE CONSTRUCTION CORP |J. L. KENT & 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| 40000.00000 40000.00| 65000.00000 65000.00| 72470.00000 72470.00 MOBILIZATION | | | 0020 00101 LUMP| 42000.00000 42000.00| 3360.00000 3360.00| 17950.00000 17950.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 41000.00000 41000.00| 2800.00000 2800.00| 1500.00000 1500.00 CLEARING AND GRUBBING | | | 0040 00120 66.000 CY | 454.55000 30000.30| 33.60000 2217.60| 48.00000 3168.00 REGULAR EXCAVATION | | | 0050 00140 194.000 CY | 0.01000 1.94| 33.60000 6518.40| 1.00000 194.00 BORROW EXCAVATION | | | 0060 00355 952.000 SY | 2.00000 1904.00| 2.24000 2132.48| 2.60000 2475.20 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00550 LUMP| 2500.00000 2500.00| 4704.00000 4704.00| 17050.00000 17050.00 NS DISM.& REM. EX. STR. DISM.& REM. EX. | | | STR. REMOVE HAZMAT & DISPOS | | | 0080 00700 161.000 LF | 10.00000 1610.00| 28.00000 4508.00| 11.00000 1771.00 POST INSTALLATION INSPECTION | | | 0090 01156 157.000 LF | 45.00000 7065.00| 106.12000 16660.84| 54.00000 8478.00 STORM SEWER PIPE 15" | | | 0100 01182 4.000 LF | 150.00000 600.00| 132.48000 529.92| 308.80000 1235.20 18" CONC. PIPE | | | 0110 06740 1.000 EA | 2000.00000 2000.00| 2184.00000 2184.00| 3250.00000 3250.00 DROP INLET DI-1 | | | 0120 06818 1.000 EA | 2300.00000 2300.00| 2520.00000 2520.00| 4195.00000 4195.00 DROP INLET DI-3B,L=6' | | | 0130 06819 1.000 EA | 2500.00000 2500.00| 2744.00000 2744.00| 4450.00000 4450.00 DROP INLET DI-3B,L=8' | | | 0140 10128 659.000 TON | 29.51000 19447.09| 27.46000 18096.14| 21.00000 13839.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10610 126.000 TON | 103.00000 12978.00| 94.71000 11933.46| 127.00000 16002.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10636 260.000 TON | 108.04000 28090.40| 100.20000 26052.00| 132.00000 34320.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0170 10642 441.000 TON | 99.59000 43919.19| 92.36000 40730.76| 122.00000 53802.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 11070 887.000 LF | 2.00000 1774.00| 5.60000 4967.20| 3.00000 2661.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 9" DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -7 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) H301 |( 5 ) B028 |( 6 ) K003 |HOWARD BROTHERS CONTRACTOR, |BLAKEMORE CONSTRUCTION CORP |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 12022 5.000 LF | 35.00000 175.00| 38.08000 190.40| 24.00000 120.00 RADIAL CURB CG-2 | | | 0200 12600 20.000 LF | 35.00000 700.00| 38.08000 761.60| 24.00000 480.00 STD. COMB. CURB & GUTTER CG-6 | | | 0210 12610 25.000 LF | 35.00000 875.00| 38.08000 952.00| 24.00000 600.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0220 12700 772.000 LF | 20.00000 15440.00| 21.28000 16428.16| 22.00000 16984.00 STD. COMB. CURB & GUTTER CG-7 | | | 0230 12710 195.000 LF | 20.00000 3900.00| 22.40000 4368.00| 20.00000 3900.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0240 13108 26.000 SY | 158.00000 4108.00| 560.00000 14560.00| 140.00000 3640.00 CG-12 DETECTABLE WARNING SURFACE | | | 0250 13220 492.000 SY | 40.00000 19680.00| 56.00000 27552.00| 44.00000 21648.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0260 14450 115.000 LF | 5.00000 575.00| 16.80000 1932.00| 10.00000 1150.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0270 16522 1503.000 SY | 5.25000 7890.75| 6.15000 9243.45| 6.70000 10070.10 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0280 24100 100.000 HR | 0.01000 1.00| 1.12000 112.00| 27.50000 2750.00 ALLAYING DUST | | | 0290 24160 604.000 SF | 0.01000 6.04| 22.40000 13529.60| 20.00000 12080.00 CONSTRUCTION SIGNS | | | 0300 24272 360.000 HR | 0.01000 3.60| 28.00000 10080.00| 30.00000 10800.00 TRUCK MOUNTED ATTENUATOR | | | 0310 24278 1400.000 DAY | 0.75000 1050.00| 0.56000 784.00| 1.60000 2240.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 720.000 HR | 0.01000 7.20| 33.60000 24192.00| 2.80000 2016.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24281 360.000 HR | 0.01000 3.60| 16.80000 6048.00| 3.00000 1080.00 ELECTRONIC ARROW | | | 0340 24400 0.500 UNIT| 1000.00000 500.00| 560.00000 280.00| 250.00000 125.00 OBSCURING ROADWAY | | | 0350 24430 63.000 SY | 10.00000 630.00| 21.84000 1375.92| 32.00000 2016.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0360 27102 67.000 LB | 24.15000 1618.05| 11.20000 750.40| 11.00000 737.00 REGULAR SEED | | | 0370 27103 42.000 LB | 21.00000 882.00| 11.20000 470.40| 5.50000 231.00 OVERSEEDING | | | 0380 27215 0.080 TON | 1838.00000 147.04| 1680.00000 134.40| 1540.00000 123.20 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -8 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) H301 |( 5 ) B028 |( 6 ) K003 |HOWARD BROTHERS CONTRACTOR, |BLAKEMORE CONSTRUCTION CORP |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 27250 1.000 TON | 300.00000 300.00| 224.00000 224.00| 220.00000 220.00 LIME | | | 0400 27430 177.000 CY | 0.01000 1.77| 1.12000 198.24| 1.00000 177.00 SILTATION CONTROL EXCAVATION | | | 0410 27451 1.000 EA | 100.00000 100.00| 280.00000 280.00| 250.00000 250.00 INLET PROTECTION TYPE A | | | 0420 27461 2.000 EA | 200.00000 400.00| 280.00000 560.00| 270.00000 540.00 INLET PROTECTION TYPE B | | | 0430 27506 954.000 LF | 2.50000 2385.00| 2.24000 2136.96| 2.10000 2003.40 TEMP. FILTER BARRIER | | | 0440 40061 15.000 LF | 186.66000 2799.90| 348.32000 5224.80| 181.00000 2715.00 6" DI WATER MAIN | | | 0450 41104 3.000 EA | 800.00000 2400.00| 840.00000 2520.00| 745.00000 2235.00 ADJUST EXIST. VALVE BOX | | | 0460 41401 1.000 EA | 4400.00000 4400.00| 9688.00000 9688.00| 6750.00000 6750.00 16"X6" TAPPING SLEEVE VALVE & BOX | | | 0470 41820 1.000 EA | 4400.00000 4400.00| 4342.24000 4342.24| 2500.00000 2500.00 FIRE HYDRANT | | | 0480 51184 9.000 EA | 241.50000 2173.50| 257.60000 2318.40| 267.20000 2404.80 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0490 51260 9.000 CY | 929.25000 8363.25| 991.20000 8920.80| 972.00000 8748.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION PF-8 | | | 0500 51607 1800.000 LF | 2.36000 4248.00| 2.52000 4536.00| 2.28000 4104.00 14/7 CONDUCTOR CABLE | | | 0510 51615 550.000 LF | 0.95000 522.50| 1.01000 555.50| 1.54000 847.00 14/1 ENCLOSED COND. CABLE | | | 0520 51700 2250.000 LF | 1.74000 3915.00| 1.85000 4162.50| 1.76000 3960.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0530 51830 3.000 EA | 199.50000 598.50| 212.80000 638.40| 191.50000 574.50 HANGER ASSEMBLY SM-3, ONE WAY | | | 0540 51912 162.000 LF | 12.08000 1956.96| 12.88000 2086.56| 15.16000 2455.92 SAW CUT 3/8" | | | 0550 51913 10.000 LF | 19.43000 194.30| 20.72000 207.20| 16.45000 164.50 SAWCUT 5/8" | | | 0560 51951 1.000 EA | 289.80000 289.80| 309.12000 309.12| 83.20000 83.20 INSTALL SIGN | | | 0570 52000 LUMP| 2100.00000 2100.00| 2240.00000 2240.00| 4663.00000 4663.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXIST. SIGNAL EQ | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -9 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) H301 |( 5 ) B028 |( 6 ) K003 |HOWARD BROTHERS CONTRACTOR, |BLAKEMORE CONSTRUCTION CORP |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 52001 100.000 LF | 6.68000 668.00| 7.12000 712.00| 2.98000 298.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 0590 52001 20.000 LF | 30.29000 605.80| 32.32000 646.40| 11.50000 230.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 0600 52002 1.000 EA | 8149.05000 8149.05| 8692.32000 8692.32| 9433.00000 9433.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 20' MAST POLE TYPE I | | | 0610 52002 4.000 EA | 154.35000 617.40| 164.64000 658.56| 119.25000 477.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION GROUNDING | | | 0620 52002 1.000 EA | 162.75000 162.75| 173.60000 173.60| 157.00000 157.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION HANGER ASSEM. SMD-2 | | | 0630 52002 1.000 EA | 5801.25000 5801.25| 6188.00000 6188.00| 6630.00000 6630.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 60' | | | 0640 52002 2.000 EA | 3756.90000 7513.80| 4007.36000 8014.72| 10065.10000 20130.20 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SREAD SPEC. RADIO TRANS. | | | (YAGI) | | | 0650 54032 3200.000 LF | 0.71000 2272.00| 0.58000 1856.00| 0.71000 2272.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0660 54042 24.000 LF | 6.50000 156.00| 7.00000 168.00| 6.45000 154.80 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0670 54300 3.000 EA | 93.50000 280.50| 95.20000 285.60| 368.50000 1105.50 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0680 55587 3.000 EA | 945.00000 2835.00| 1008.00000 3024.00| 989.70000 2969.10 JUNCTION BOX JB-S2 | | | 0690 56020 10.000 LF | 8.14000 81.40| 8.68000 86.80| 2.31000 23.10 1" CONDUIT | | | 0700 56030 20.000 LF | 3.62000 72.40| 3.87000 77.40| 2.65000 53.00 2" CONDUIT | | | 0710 56034 50.000 LF | 4.78000 239.00| 5.10000 255.00| 3.49000 174.50 3" CONDUIT | | | 0720 56051 650.000 LF | 27.30000 17745.00| 29.12000 18928.00| 41.80000 27170.00 BORED CONDUIT 3" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -10 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) H301 |( 5 ) B028 |( 6 ) K003 |HOWARD BROTHERS CONTRACTOR, |BLAKEMORE CONSTRUCTION CORP |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 56200 70.000 LF | 7.35000 514.50| 7.84000 548.80| 5.51000 385.70 TRENCH EXCAVATION ECI-1 | | | 0740 56205 1.000 EA | 1575.00000 1575.00| 1680.00000 1680.00| 1100.00000 1100.00 TEST BORE | | | 0750 70200 LUMP| 500.00000 500.00| 1680.00000 1680.00| 470.00000 470.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 001, D-1 | | | 0760 70200 LUMP| 500.00000 500.00| 1680.00000 1680.00| 470.00000 470.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002, D-2 | | | 0770 70200 LUMP| 1500.00000 1500.00| 1680.00000 1680.00| 690.00000 690.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002, D-3 | | | SECTION TOTALS | $ 431,219.53| $ 459,587.05| $ 471,388.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 431,219.53| $ 459,587.05| $ 471,388.92 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -11 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) F451 |( 8 ) B978 |( 9 ) J273 |FIELDER'S CHOICE ENTERPRISE |HENRY S. BRANSCOME, L.L.C. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 40000.00000 40000.00| 28579.61000 28579.61| 80000.00000 80000.00 MOBILIZATION | | | 0020 00101 LUMP| 10000.00000 10000.00| 4393.96000 4393.96| 20000.00000 20000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 20000.00000 20000.00| 2291.50000 2291.50| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0040 00120 66.000 CY | 250.00000 16500.00| 552.54000 36467.64| 40.00000 2640.00 REGULAR EXCAVATION | | | 0050 00140 194.000 CY | 45.00000 8730.00| 76.65000 14870.10| 45.00000 8730.00 BORROW EXCAVATION | | | 0060 00355 952.000 SY | 10.00000 9520.00| 8.13000 7739.76| 3.00000 2856.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00550 LUMP| 20000.00000 20000.00| 6595.83000 6595.83| 50000.00000 50000.00 NS DISM.& REM. EX. STR. DISM.& REM. EX. | | | STR. REMOVE HAZMAT & DISPOS | | | 0080 00700 161.000 LF | 10.00000 1610.00| 3.44000 553.84| 11.00000 1771.00 POST INSTALLATION INSPECTION | | | 0090 01156 157.000 LF | 40.00000 6280.00| 106.67000 16747.19| 75.00000 11775.00 STORM SEWER PIPE 15" | | | 0100 01182 4.000 LF | 90.00000 360.00| 475.64000 1902.56| 85.00000 340.00 18" CONC. PIPE | | | 0110 06740 1.000 EA | 4500.00000 4500.00| 5564.66000 5564.66| 3111.00000 3111.00 DROP INLET DI-1 | | | 0120 06818 1.000 EA | 4500.00000 4500.00| 5793.81000 5793.81| 3849.00000 3849.00 DROP INLET DI-3B,L=6' | | | 0130 06819 1.000 EA | 4500.00000 4500.00| 6366.68000 6366.68| 4389.00000 4389.00 DROP INLET DI-3B,L=8' | | | 0140 10128 659.000 TON | 40.00000 26360.00| 90.43000 59593.37| 28.00000 18452.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10610 126.000 TON | 102.00000 12852.00| 119.37000 15040.62| 156.00000 19656.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10636 260.000 TON | 108.00000 28080.00| 121.75000 31655.00| 156.00000 40560.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0170 10642 441.000 TON | 100.00000 44100.00| 110.94000 48924.54| 156.00000 68796.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 11070 887.000 LF | 5.00000 4435.00| 3.44000 3051.28| 23.00000 20401.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 9" DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -12 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) F451 |( 8 ) B978 |( 9 ) J273 |FIELDER'S CHOICE ENTERPRISE |HENRY S. BRANSCOME, L.L.C. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 12022 5.000 LF | 50.00000 250.00| 373.14000 1865.70| 35.00000 175.00 RADIAL CURB CG-2 | | | 0200 12600 20.000 LF | 40.00000 800.00| 198.03000 3960.60| 35.00000 700.00 STD. COMB. CURB & GUTTER CG-6 | | | 0210 12610 25.000 LF | 40.00000 1000.00| 163.01000 4075.25| 35.00000 875.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0220 12700 772.000 LF | 23.00000 17756.00| 53.52000 41317.44| 40.00000 30880.00 STD. COMB. CURB & GUTTER CG-7 | | | 0230 12710 195.000 LF | 23.00000 4485.00| 57.71000 11253.45| 40.00000 7800.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0240 13108 26.000 SY | 200.00000 5200.00| 249.28000 6481.28| 165.00000 4290.00 CG-12 DETECTABLE WARNING SURFACE | | | 0250 13220 492.000 SY | 57.00000 28044.00| 77.06000 37913.52| 73.00000 35916.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0260 14450 115.000 LF | 10.00000 1150.00| 5.73000 658.95| 17.00000 1955.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0270 16522 1503.000 SY | 10.00000 15030.00| 7.05000 10596.15| 19.00000 28557.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0280 24100 100.000 HR | 35.00000 3500.00| 36.52000 3652.00| 25.00000 2500.00 ALLAYING DUST | | | 0290 24160 604.000 SF | 35.00000 21140.00| 22.74000 13734.96| 21.00000 12684.00 CONSTRUCTION SIGNS | | | 0300 24272 360.000 HR | 25.00000 9000.00| 24.64000 8870.40| 19.00000 6840.00 TRUCK MOUNTED ATTENUATOR | | | 0310 24278 1400.000 DAY | 3.00000 4200.00| 3.38000 4732.00| 10.00000 14000.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 720.000 HR | 13.00000 9360.00| 11.17000 8042.40| 43.00000 30960.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24281 360.000 HR | 10.00000 3600.00| 3.20000 1152.00| 17.00000 6120.00 ELECTRONIC ARROW | | | 0340 24400 0.500 UNIT| 4400.00000 2200.00| 3502.30000 1751.15| 7000.00000 3500.00 OBSCURING ROADWAY | | | 0350 24430 63.000 SY | 25.00000 1575.00| 282.05000 17769.15| 25.00000 1575.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0360 27102 67.000 LB | 25.00000 1675.00| 26.89000 1801.63| 5.00000 335.00 REGULAR SEED | | | 0370 27103 42.000 LB | 20.00000 840.00| 42.45000 1782.90| 6.00000 252.00 OVERSEEDING | | | 0380 27215 0.080 TON | 3000.00000 240.00| 22835.63000 1826.85| 900.00000 72.00 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -13 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) F451 |( 8 ) B978 |( 9 ) J273 |FIELDER'S CHOICE ENTERPRISE |HENRY S. BRANSCOME, L.L.C. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 27250 1.000 TON | 1000.00000 1000.00| 2579.12000 2579.12| 350.00000 350.00 LIME | | | 0400 27430 177.000 CY | 10.00000 1770.00| 53.22000 9419.94| 36.00000 6372.00 SILTATION CONTROL EXCAVATION | | | 0410 27451 1.000 EA | 1500.00000 1500.00| 409.37000 409.37| 200.00000 200.00 INLET PROTECTION TYPE A | | | 0420 27461 2.000 EA | 750.00000 1500.00| 409.37000 818.74| 250.00000 500.00 INLET PROTECTION TYPE B | | | 0430 27506 954.000 LF | 5.00000 4770.00| 2.29000 2184.66| 3.00000 2862.00 TEMP. FILTER BARRIER | | | 0440 40061 15.000 LF | 130.00000 1950.00| 189.02000 2835.30| 75.00000 1125.00 6" DI WATER MAIN | | | 0450 41104 3.000 EA | 500.00000 1500.00| 1751.15000 5253.45| 550.00000 1650.00 ADJUST EXIST. VALVE BOX | | | 0460 41401 1.000 EA | 4500.00000 4500.00| 6551.16000 6551.16| 3500.00000 3500.00 16"X6" TAPPING SLEEVE VALVE & BOX | | | 0470 41820 1.000 EA | 4500.00000 4500.00| 3612.89000 3612.89| 5200.00000 5200.00 FIRE HYDRANT | | | 0480 51184 9.000 EA | 199.00000 1791.00| 263.52000 2371.68| 304.00000 2736.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0490 51260 9.000 CY | 636.00000 5724.00| 1013.99000 9125.91| 1105.00000 9945.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION PF-8 | | | 0500 51607 1800.000 LF | 1.35000 2430.00| 2.58000 4644.00| 3.50000 6300.00 14/7 CONDUCTOR CABLE | | | 0510 51615 550.000 LF | 2.10000 1155.00| 1.03000 566.50| 2.50000 1375.00 14/1 ENCLOSED COND. CABLE | | | 0520 51700 2250.000 LF | 1.60000 3600.00| 1.89000 4252.50| 3.20000 7200.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0530 51830 3.000 EA | 250.00000 750.00| 217.69000 653.07| 250.00000 750.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0540 51912 162.000 LF | 16.30000 2640.60| 13.18000 2135.16| 17.50000 2835.00 SAW CUT 3/8" | | | 0550 51913 10.000 LF | 40.00000 400.00| 21.20000 212.00| 19.00000 190.00 SAWCUT 5/8" | | | 0560 51951 1.000 EA | 750.00000 750.00| 316.23000 316.23| 150.00000 150.00 INSTALL SIGN | | | 0570 52000 LUMP| 2800.00000 2800.00| 2291.50000 2291.50| 6500.00000 6500.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXIST. SIGNAL EQ | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -14 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) F451 |( 8 ) B978 |( 9 ) J273 |FIELDER'S CHOICE ENTERPRISE |HENRY S. BRANSCOME, L.L.C. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 52001 100.000 LF | 6.00000 600.00| 7.28000 728.00| 4.00000 400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 0590 52001 20.000 LF | 50.00000 1000.00| 33.06000 661.20| 15.00000 300.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 0600 52002 1.000 EA | 9000.00000 9000.00| 8892.17000 8892.17| 12575.00000 12575.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 20' MAST POLE TYPE I | | | 0610 52002 4.000 EA | 250.00000 1000.00| 168.42000 673.68| 200.00000 800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION GROUNDING | | | 0620 52002 1.000 EA | 350.00000 350.00| 177.59000 177.59| 250.00000 250.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION HANGER ASSEM. SMD-2 | | | 0630 52002 1.000 EA | 6200.00000 6200.00| 6330.27000 6330.27| 9000.00000 9000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 60' | | | 0640 52002 2.000 EA | 4600.00000 9200.00| 4099.50000 8199.00| 13500.00000 27000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SREAD SPEC. RADIO TRANS. | | | (YAGI) | | | 0650 54032 3200.000 LF | 0.80000 2560.00| 0.74000 2368.00| 2.00000 6400.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0660 54042 24.000 LF | 20.00000 480.00| 6.70000 160.80| 14.00000 336.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0670 54300 3.000 EA | 250.00000 750.00| 97.39000 292.17| 250.00000 750.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0680 55587 3.000 EA | 840.00000 2520.00| 1031.18000 3093.54| 1400.00000 4200.00 JUNCTION BOX JB-S2 | | | 0690 56020 10.000 LF | 80.00000 800.00| 8.88000 88.80| 3.00000 30.00 1" CONDUIT | | | 0700 56030 20.000 LF | 10.00000 200.00| 3.95000 79.00| 4.00000 80.00 2" CONDUIT | | | 0710 56034 50.000 LF | 5.00000 250.00| 5.21000 260.50| 5.00000 250.00 3" CONDUIT | | | 0720 56051 650.000 LF | 30.00000 19500.00| 29.79000 19363.50| 47.50000 30875.00 BORED CONDUIT 3" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J09 -15 TABULATION OF BIDS CALL ORDER : J09 CONTRACT ID : C00077074C01 COUNTIES : HENRICO LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) F451 |( 8 ) B978 |( 9 ) J273 |FIELDER'S CHOICE ENTERPRISE |HENRY S. BRANSCOME, L.L.C. |JIREH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 56200 70.000 LF | 20.00000 1400.00| 8.02000 561.40| 7.00000 490.00 TRENCH EXCAVATION ECI-1 | | | 0740 56205 1.000 EA | 2800.00000 2800.00| 1718.62000 1718.62| 1850.00000 1850.00 TEST BORE | | | 0750 70200 LUMP| 100.00000 100.00| 817.74000 817.74| 25000.00000 25000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 001, D-1 | | | 0760 70200 LUMP| 100.00000 100.00| 817.74000 817.74| 25000.00000 25000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002, D-2 | | | 0770 70200 LUMP| 100.00000 100.00| 7004.61000 7004.61| 25000.00000 25000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002, D-3 | | | SECTION TOTALS | $ 497,312.60| $ 601,891.24| $ 807,638.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,312.60| $ 601,891.24| $ 807,638.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -1 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/14/12 COMPLETION DATE PROJECT(S) : 0613-029-906, M501 FED # STP-PM09 (270) CONTRACT DESCRIPTION: RTE. 613 (SLEEPY HOLLOW ROAD) OVER TRIPPS BRIDGE REPAIR FROM: 0.9 MI. S. INT. RTE 7 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 859,515.00 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 990,540.22 115.2441% 3 F236 FACCHINA CONSTRUCTION COMPANY, INC. $ 1,199,999.00 139.6135% 4 A648 A & M CONCRETE CORP. $ 1,417,230.00 164.8872% ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F236 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCTION ITEMS | | | 0010 00100 LUMP| 69000.00000 69000.00| 46000.00000 46000.00| 82148.70000 82148.70 MOBILIZATION | | | 0020 00102 LUMP| 13500.00000 13500.00| 1500.00000 1500.00| 11679.20000 11679.20 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10100 8.000 TON | 95.00000 760.00| 100.00000 800.00| 300.00000 2400.00 AGGR. MATL. NO. 21B | | | 0040 10636 41.000 TON | 350.00000 14350.00| 144.00000 5904.00| 260.00000 10660.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0050 10642 2.000 TON | 350.00000 700.00| 500.00000 1000.00| 2500.00000 5000.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 130.000 LF | 8.00000 1040.00| 5.78000 751.40| 11.00000 1430.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 12600 62.000 LF | 75.00000 4650.00| 40.00000 2480.00| 82.10000 5090.20 STD. COMB. CURB & GUTTER CG-6 | | | 0080 14370 223.000 SY | 15.00000 3345.00| 3.00000 669.00| 17.70000 3947.10 ROADSIDE RESTORATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -2 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F236 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 16522 489.000 SY | 60.00000 29340.00| 6.60000 3227.40| 15.00000 7335.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0100 24160 200.000 SF | 22.00000 4400.00| 22.00000 4400.00| 28.10000 5620.00 CONSTRUCTION SIGNS | | | 0110 24272 200.000 HR | 25.00000 5000.00| 75.00000 15000.00| 100.00000 20000.00 TRUCK MOUNTED ATTENUATOR | | | 0120 24278 550.000 DAY | 4.00000 2200.00| 1.00000 550.00| 11.30000 6215.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24279 1000.000 HR | 3.50000 3500.00| 13.50000 13500.00| 16.10000 16100.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0140 24281 160.000 HR | 3.00000 480.00| 6.75000 1080.00| 15.00000 2400.00 ELECTRONIC ARROW | | | 0150 24282 80.000 HR | 20.00000 1600.00| 30.00000 2400.00| 38.20000 3056.00 FLAGGER SERVICE | | | 0160 24430 20.000 SY | 28.00000 560.00| 120.00000 2400.00| 267.60000 5352.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0170 27505 300.000 LF | 3.00000 900.00| 6.00000 1800.00| 15.40000 4620.00 TEMP. SILT FENCE | | | 0180 50108 12.000 SF | 55.00000 660.00| 45.00000 540.00| 41.80000 501.60 SIGN PANEL | | | 0190 50430 52.000 LF | 15.00000 780.00| 30.00000 1560.00| 27.40000 1424.80 SIGN POST STP-1 2" | | | 0200 54042 21.000 LF | 22.00000 462.00| 22.20000 466.20| 20.00000 420.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0210 54075 1116.000 LF | 3.25000 3627.00| 3.10000 3459.60| 2.80000 3124.80 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0220 54079 466.000 LF | 5.50000 2563.00| 4.93000 2297.38| 4.45000 2073.70 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0230 54105 2000.000 LF | 1.00000 2000.00| 0.80000 1600.00| 0.75000 1500.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0240 54106 16.000 SF | 12.50000 200.00| 11.10000 177.60| 10.00000 160.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0250 54300 2.000 EA | 175.00000 350.00| 166.50000 333.00| 150.00000 300.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0260 54466 2000.000 LF | 3.00000 6000.00| 2.91000 5820.00| 2.65000 5300.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -3 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F236 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54550 2000.000 LF | 1.00000 2000.00| 0.72000 1440.00| 0.65000 1300.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0280 66927 LUMP| 4500.00000 4500.00| 8400.00000 8400.00| 69682.60000 69682.60 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE MISCELLANEOUS REPAIRS | | | 0290 68090 448.000 SY | 11.00000 4928.00| 14.43000 6464.64| 11.10000 4972.80 BRIDGE DECK GROOVING | | | 0300 68472 LUMP| 172000.00000 172000.00| 144300.00000 144300.00| 141661.00000 141661.00 NS RECOAT EX. STR. RECOAT EX. STR. STR. | | | NO 6244, TYPE B | | | 0310 68474 LUMP| 83000.00000 83000.00| 102120.00000 102120.00| 67562.00000 67562.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO 6244 | | | 0320 68490 LUMP| 2750.00000 2750.00| 2220.00000 2220.00| 2180.00000 2180.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO 6244, TYPE B | | | 0330 68590 16.000 EA | 3250.00000 52000.00| 3760.00000 60160.00| 1682.60000 26921.60 JACKING AND BLOCKING | | | 0340 68600 5.000 SY | 1125.00000 5625.00| 835.00000 4175.00| 2400.00000 12000.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0350 68638 110.000 SY | 80.00000 8800.00| 85.00000 9350.00| 136.10000 14971.00 EPOXY CONC. OVERLAY | | | 0360 68900 LUMP| 15800.00000 15800.00| 78500.00000 78500.00| 9137.20000 9137.20 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6244 | | | 0370 68902 118.000 LF | 360.00000 42480.00| 1346.00000 158828.00| 2450.30000 289135.40 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DECK SLAB EXTENSION | | | 0380 68904 3.000 EA | 4000.00000 12000.00| 2632.00000 7896.00| 2000.00000 6000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DRAIN ASSEMBLIES | | | 0390 68908 LUMP| 1915.00000 1915.00| 5118.00000 5118.00| 1381.80000 1381.80 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BRIDGE RAILING REPAIR | | | 0400 68908 LUMP| 114300.00000 114300.00| 84083.00000 84083.00| 84457.70000 84457.70 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REREPAIR STRUCTURAL STEEL | | | 0410 68910 448.000 SY | 20.00000 8960.00| 132.00000 59136.00| 31.80000 14246.40 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE A MILLING (1 | | | 1/4") | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -4 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F236 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 68910 10.000 SY | 315.00000 3150.00| 836.00000 8360.00| 2400.00000 24000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VESC) | | | 0430 68910 448.000 SY | 110.00000 49280.00| 38.00000 17024.00| 199.50000 89376.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR VESC CONCRETE OVERLAY (1 | | | 1/4") | | | 0440 69492 30.000 LF | 55.00000 1650.00| 90.00000 2700.00| 55.60000 1668.00 CRACK REPAIRS(ABUT.) | | | 0450 69500 5.000 SY | 1030.00000 5150.00| 836.00000 4180.00| 2400.00000 12000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0460 69805 150.000 SY | 82.00000 12300.00| 75.00000 11250.00| 67.10000 10065.00 WATERPROOFING | | | 0470 69905 16.000 EA | 3125.00000 50000.00| 2781.00000 44496.00| 2533.10000 40529.60 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR BEARING REPLACEMENT | | | 0480 69905 16.000 EA | 2185.00000 34960.00| 3164.00000 50624.00| 4305.80000 68892.80 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PEDESTAL | | | RECONSTRUCTION | | | SECTION TOTALS | $ 859,515.00| $ 990,540.22| $ 1,199,999.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,515.00| $ 990,540.22| $ 1,199,999.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -5 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCTION ITEMS | | | 0010 00100 LUMP| 190000.00000 190000.00| | MOBILIZATION | | | 0020 00102 LUMP| 27000.00000 27000.00| | CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10100 8.000 TON | 218.00000 1744.00| | AGGR. MATL. NO. 21B | | | 0040 10636 41.000 TON | 218.00000 8938.00| | ASPHALT CONCRETE TY. SM-9.5D | | | 0050 10642 2.000 TON | 540.00000 1080.00| | ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 130.000 LF | 12.00000 1560.00| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 12600 62.000 LF | 75.00000 4650.00| | STD. COMB. CURB & GUTTER CG-6 | | | 0080 14370 223.000 SY | 9.00000 2007.00| | ROADSIDE RESTORATION | | | 0090 16522 489.000 SY | 18.00000 8802.00| | FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0100 24160 200.000 SF | 21.00000 4200.00| | CONSTRUCTION SIGNS | | | 0110 24272 200.000 HR | 42.00000 8400.00| | TRUCK MOUNTED ATTENUATOR | | | 0120 24278 550.000 DAY | 2.50000 1375.00| | GROUP 2 CHANNELIZING DEVICES | | | 0130 24279 1000.000 HR | 28.00000 28000.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0140 24281 160.000 HR | 12.00000 1920.00| | ELECTRONIC ARROW | | | 0150 24282 80.000 HR | 25.00000 2000.00| | FLAGGER SERVICE | | | 0160 24430 20.000 SY | 55.00000 1100.00| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0170 27505 300.000 LF | 8.00000 2400.00| | TEMP. SILT FENCE | | | 0180 50108 12.000 SF | 40.00000 480.00| | SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -6 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 50430 52.000 LF | 12.00000 624.00| | SIGN POST STP-1 2" | | | 0200 54042 21.000 LF | 24.00000 504.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0210 54075 1116.000 LF | 4.00000 4464.00| | TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0220 54079 466.000 LF | 5.00000 2330.00| | TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0230 54105 2000.000 LF | 1.00000 2000.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0240 54106 16.000 SF | 12.00000 192.00| | ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0250 54300 2.000 EA | 175.00000 350.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0260 54466 2000.000 LF | 3.00000 6000.00| | CONSTR. PAVE. MARKING (TY. E) 6" | | | 0270 54550 2000.000 LF | 1.00000 2000.00| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0280 66927 LUMP| 110000.00000 110000.00| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE MISCELLANEOUS REPAIRS | | | 0290 68090 448.000 SY | 18.00000 8064.00| | BRIDGE DECK GROOVING | | | 0300 68472 LUMP| 270000.00000 270000.00| | NS RECOAT EX. STR. RECOAT EX. STR. STR. | | | NO 6244, TYPE B | | | 0310 68474 LUMP| 32000.00000 32000.00| | NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO 6244 | | | 0320 68490 LUMP| 7600.00000 7600.00| | NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO 6244, TYPE B | | | 0330 68590 16.000 EA | 4400.00000 70400.00| | JACKING AND BLOCKING | | | 0340 68600 5.000 SY | 550.00000 2750.00| | CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J15 -7 TABULATION OF BIDS CALL ORDER : J15 CONTRACT ID : C00097608M01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 68638 110.000 SY | 110.00000 12100.00| | EPOXY CONC. OVERLAY | | | 0360 68900 LUMP| 110000.00000 110000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6244 | | | 0370 68902 118.000 LF | 540.00000 63720.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DECK SLAB EXTENSION | | | 0380 68904 3.000 EA | 5400.00000 16200.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DRAIN ASSEMBLIES | | | 0390 68908 LUMP| 10800.00000 10800.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BRIDGE RAILING REPAIR | | | 0400 68908 LUMP| 110000.00000 110000.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REREPAIR STRUCTURAL STEEL | | | 0410 68910 448.000 SY | 22.00000 9856.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE A MILLING (1 | | | 1/4") | | | 0420 68910 10.000 SY | 435.00000 4350.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VESC) | | | 0430 68910 448.000 SY | 325.00000 145600.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR VESC CONCRETE OVERLAY (1 | | | 1/4") | | | 0440 69492 30.000 LF | 55.00000 1650.00| | CRACK REPAIRS(ABUT.) | | | 0450 69500 5.000 SY | 1090.00000 5450.00| | CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0460 69805 150.000 SY | 55.00000 8250.00| | WATERPROOFING | | | 0470 69905 16.000 EA | 3260.00000 52160.00| | NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR BEARING REPLACEMENT | | | 0480 69905 16.000 EA | 3260.00000 52160.00| | NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PEDESTAL | | | RECONSTRUCTION | | | SECTION TOTALS | $ 1,417,230.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,417,230.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J32 -1 TABULATION OF BIDS CALL ORDER : J32 CONTRACT ID : C00086078N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/28/13 COMPLETION DATE PROJECT(S) : (NFO)PM05-046-327, N501 FED # STP-PM05(221) CONTRACT DESCRIPTION: COLD IN-PLACE RECYCLING FROM: 0.09 MI. N. OF CRITTENDEN BRIDGE TO: JAMES RIVER BRIDGE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 5,800,843.09 100.0000% 2 B850 BRANSCOME INC. $ 6,505,894.76 112.1543% 3 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 6,791,524.76 117.0782% ==================================================================================================================================== |( 1 ) V160 |( 2 ) B850 |( 3 ) B800 |VIRGINIA PAVING CO., DIV. O |BRANSCOME INC. |BASIC CONSTRUCTION COMPANY, L.L 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| 70000.00000 70000.00| 229734.90000 229734.90| 460160.44000 460160.44 MOBILIZATION | | | 0020 00120 50.000 CY | 120.00000 6000.00| 107.30000 5365.00| 200.00000 10000.00 REGULAR EXCAVATION | | | 0030 00540 3589.000 LB | 1.00000 3589.00| 1.20000 4306.80| 3.91000 14032.99 REINF. STEEL | | | 0040 01152 45.000 LF | 310.00000 13950.00| 151.96000 6838.20| 109.16000 4912.20 15" CONC. PIPE | | | 0050 06150 1.000 EA | 2700.00000 2700.00| 1027.14000 1027.14| 1026.93000 1026.93 15" END SECTION ES-1 OR 2 | | | 0060 06815 1.000 EA | 6300.00000 6300.00| 4196.60000 4196.60| 2951.17000 2951.17 DROP INLET DI-3A | | | 0070 10499 128988.000 SY | 7.00000 902916.00| 5.93000 764898.84| 6.77000 873248.76 NS PAVEMENT PAVEMENT CIP RECYCLE 5 | | | INCHES | | | 0080 10505 1066.000 TON | 886.00000 944476.00| 715.00000 762190.00| 824.61000 879034.26 NS PAVEMENT PAVEMENT LIQUID ASPHALT CIP | | | RECYCLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J32 -2 TABULATION OF BIDS CALL ORDER : J32 CONTRACT ID : C00086078N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) B850 |( 3 ) B800 |VIRGINIA PAVING CO., DIV. O |BRANSCOME INC. |BASIC CONSTRUCTION COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10700 41395.000 LF | 0.20000 8279.00| 0.40000 16558.00| 0.09000 3725.55 RUMBLE STRIP, ASPHALT | | | 0100 10701 8310.000 SY | 2.20000 18282.00| 1.91000 15872.10| 1.94000 16121.40 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0110 13315 6.000 EA | 1000.00000 6000.00| 1019.18000 6115.08| 853.00000 5118.00 GUARDRAIL TERMINAL GR-11 | | | 0120 13320 732.000 LF | 22.00000 16104.00| 21.58000 15796.56| 21.93000 16052.76 GUARDRAIL GR-2 | | | 0130 13322 50.000 LF | 25.00000 1250.00| 29.98000 1499.00| 29.25000 1462.50 GUARDRAIL GR-2 8' POST | | | 0140 13345 3.000 EA | 2500.00000 7500.00| 2757.77000 8273.31| 3046.44000 9139.32 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0150 13349 5.000 EA | 560.00000 2800.00| 659.47000 3297.35| 913.93000 4569.65 GUARDRAIL TERMINAL SITE PREPARATION | | | 0160 13385 2.000 EA | 2000.00000 4000.00| 2158.26000 4316.52| 1706.01000 3412.02 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0170 13400 350.000 LF | 15.00000 5250.00| 16.79000 5876.50| 19.50000 6825.00 NS GUARDRAIL GUARDRAIL REUSE GR-2, 8 FT | | | POST | | | 0180 13400 300.000 LF | 10.00000 3000.00| 11.39000 3417.00| 7.31000 2193.00 NS GUARDRAIL GUARDRAIL REUSE W-BEAM | | | DOUBLE NEST | | | 0190 13400 1340.000 LF | 6.00000 8040.00| 6.00000 8040.00| 6.09000 8160.60 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0200 13401 3.000 EA | 1000.00000 3000.00| 1175.05000 3525.15| 1462.29000 4386.87 NS GUARDRAIL GUARDRAIL REUSE GR-7 OR 9 | | | 0210 16242 3214.620 TON | 35.00000 112511.70| 57.61000 185194.26| 39.21000 126045.25 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0220 16355 19735.000 TON | 76.50000 1509727.50| 87.68000 1730364.80| 89.10000 1758388.50 ASPHALT CONCRETE TY. SM-12.5D | | | 0230 16370 14146.000 TON | 70.00000 990220.00| 85.13000 1204248.98| 89.98000 1272857.08 ASPHALT CONCRETE TY. IM-19.0D | | | 0240 16516 53034.670 SY | 2.00000 106069.34| 3.10000 164407.48| 3.27000 173423.37 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0250 16522 67232.000 SY | 1.50000 100848.00| 1.61000 108243.52| 1.77000 119000.64 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J32 -3 TABULATION OF BIDS CALL ORDER : J32 CONTRACT ID : C00086078N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) B850 |( 3 ) B800 |VIRGINIA PAVING CO., DIV. O |BRANSCOME INC. |BASIC CONSTRUCTION COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 16523 6236.270 SY | 15.00000 93544.05| 5.21000 32490.97| 5.54000 34548.94 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0270 21110 375.000 SY | 75.00000 28125.00| 101.92000 38220.00| 71.69000 26883.75 MEDIAN STRIP MS-1A | | | 0280 21215 960.000 LF | 44.00000 42240.00| 75.40000 72384.00| 49.93000 47932.80 MEDIAN STRIP MS-2 | | | 0290 24265 LUMP| 300000.00000 300000.00| 646000.00000 646000.00| 332940.03000 332940.03 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ... | | | 0300 24504 7.000 EA | 150.00000 1050.00| 179.85000 1258.95| 365.57000 2558.99 NS REMOVE EXISTING REMOVE EXISTING | | | GUARDRAIL TERMINAL | | | 0310 24601 1927.000 LF | 3.00000 5781.00| 3.00000 5781.00| 3.66000 7052.82 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0320 24611 385.000 LF | 10.00000 3850.00| 10.49000 4038.65| 8.53000 3284.05 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL ... | | | 0330 24617 383.000 LF | 11.00000 4213.00| 11.99000 4592.17| 14.62000 5599.46 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0340 24831 5.000 EA | 800.00000 4000.00| 2398.06000 11990.30| 2119.49000 10597.45 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET ... | | | 0350 25506 22.000 MO | 2500.00000 55000.00| 1762.57000 38776.54| 1707.07000 37555.54 FIELD OFFICE TY.II | | | 0360 27284 1000.000 SY | 1.00000 1000.00| 3.00000 3000.00| 1.22000 1220.00 EROSION CONTROL MULCH | | | 0370 27321 1000.000 SY | 3.00000 3000.00| 1.08000 1080.00| 1.39000 1390.00 PROTECTIVE COVERING EC-2 | | | 0380 27415 80.000 EA | 300.00000 24000.00| 469.89000 37591.20| 240.37000 19229.60 CHECK DAM(ROCK) TY. II | | | 0390 27422 2.000 EA | 1500.00000 3000.00| 3655.51000 7311.02| 1986.65000 3973.30 DEWATERING BASIN | | | 0400 27451 25.000 EA | 200.00000 5000.00| 153.33000 3833.25| 90.81000 2270.25 INLET PROTECTION TYPE A | | | 0410 27461 4.000 EA | 300.00000 1200.00| 153.34000 613.36| 255.80000 1023.20 INLET PROTECTION TYPE B | | | 0420 27506 1500.000 LF | 5.00000 7500.00| 1.48000 2220.00| 1.07000 1605.00 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J32 -4 TABULATION OF BIDS CALL ORDER : J32 CONTRACT ID : C00086078N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) B850 |( 3 ) B800 |VIRGINIA PAVING CO., DIV. O |BRANSCOME INC. |BASIC CONSTRUCTION COMPANY, L.L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 51615 16025.000 LF | 1.75000 28043.75| 1.94000 31088.50| 1.83000 29325.75 14/1 ENCLOSED COND. CABLE | | | 0440 51912 4710.000 LF | 15.00000 70650.00| 16.97000 79928.70| 21.45000 101029.50 SAW CUT 3/8" | | | 0450 51913 830.000 LF | 15.00000 12450.00| 16.97000 14085.10| 21.93000 18201.90 SAWCUT 5/8" | | | 0460 54032 1100.000 LF | 0.50000 550.00| 0.53000 583.00| 0.61000 671.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0470 54034 137600.000 LF | 0.60000 82560.00| 0.65000 89440.00| 0.85000 116960.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0480 54042 1113.000 LF | 6.00000 6678.00| 7.04000 7835.52| 3.66000 4073.58 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0490 54105 3100.000 LF | 0.80000 2480.00| 0.90000 2790.00| 1.22000 3782.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0500 54106 1329.000 SF | 1.75000 2325.75| 1.99000 2644.71| 3.66000 4864.14 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0510 54217 850.000 EA | 22.00000 18700.00| 22.44000 19074.00| 46.31000 39363.50 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0520 54300 126.000 EA | 100.00000 12600.00| 102.28000 12887.28| 48.74000 6141.24 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0530 54310 9.000 EA | 190.00000 1710.00| 192.52000 1732.68| 73.11000 657.99 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0540 56021 590.000 LF | 12.00000 7080.00| 12.73000 7510.70| 12.19000 7192.10 1" PVC CONDUIT | | | 0550 60404 34.200 CY | 3500.00000 119700.00| 1798.54000 61510.07| 4191.48000 143348.62 CONCRETE CLASS A4 | | | SECTION TOTALS | $ 5,800,843.09| $ 6,505,894.76| $ 6,791,524.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,800,843.09| $ 6,505,894.76| $ 6,791,524.76 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -1 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/02/12 COMPLETION DATE PROJECT(S) : (NFO)BR02-962-084, B606 FED # BR02(302) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENTS DISTRICT WIDE VAR. LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B728 D. A. BROWN, INC. $ 1,347,509.96 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 1,485,125.00 110.2125% 3 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 1,543,161.19 114.5195% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,761,216.00 130.7015% 5 F440 FAIRFIELD-ECHOLS, LLC $ 1,953,189.55 144.9481% ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) I943 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION OF A 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| 65000.00000 65000.00| 60000.00000 60000.00| 92608.58000 92608.58 MOBILIZATION | | | 0020 00102 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 15087.51000 15087.51 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 252.000 TON | 30.00000 7560.00| 45.00000 11340.00| 43.11000 10863.72 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 167.900 TON | 425.00000 71357.50| 275.00000 46172.50| 552.47000 92759.71 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 47.000 TON | 425.00000 19975.00| 300.00000 14100.00| 208.35000 9792.45 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 71.000 LF | 8.00000 568.00| 10.00000 710.00| 2.87000 203.77 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 24152 28.000 EA | 195.00000 5460.00| 150.00000 4200.00| 287.38000 8046.64 TYPE III BARRICADE 8' | | | 0080 24160 882.000 SF | 15.00000 13230.00| 20.00000 17640.00| 12.93000 11404.26 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -2 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) I943 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24278 210.000 DAY | 1.00000 210.00| 2.50000 525.00| 1.15000 241.50 GROUP 2 CHANNELIZING DEVICES | | | 0100 24282 1608.000 HR | 14.00000 22512.00| 10.00000 16080.00| 17.24000 27721.92 FLAGGER SERVICE | | | 0110 24288 168.000 DAY | 2.75000 462.00| 2.50000 420.00| 2.87000 482.16 WARNING LIGHT TY. B | | | 0120 24430 201.000 SY | 12.00000 2412.00| 10.00000 2010.00| 4.31000 866.31 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0130 27430 215.000 CY | 1.00000 215.00| 4.00000 860.00| 7.18000 1543.70 SILTATION CONTROL EXCAVATION | | | 0140 27505 1236.000 LF | 3.00000 3708.00| 5.00000 6180.00| 3.23000 3992.28 TEMP. SILT FENCE | | | 0150 50108 84.000 SF | 40.00000 3360.00| 20.00000 1680.00| 35.92000 3017.28 SIGN PANEL | | | 0160 50430 252.000 LF | 18.00000 4536.00| 20.00000 5040.00| 28.74000 7242.48 SIGN POST STP-1 2" | | | 0170 68016 816.000 LF | 40.00000 32640.00| 100.00000 81600.00| 86.21000 70347.36 RAILING, TEXAS T-6 | | | 0180 68113 289400.000 LS | 697166.96000 697166.96| 700000.00000 700000.00| 800327.79000 800327.79 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0190 68476 LUMP| 500.00000 500.00| 1500.00000 1500.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6013 | | | 0200 68476 LUMP| 500.00000 500.00| 1500.00000 1500.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6017 | | | 0210 68476 LUMP| 500.00000 500.00| 4600.00000 4600.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6079 | | | 0220 68476 LUMP| 500.00000 500.00| 1800.00000 1800.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6091 | | | 0230 68476 LUMP| 500.00000 500.00| 3200.00000 3200.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6101 | | | 0240 68476 LUMP| 500.00000 500.00| 3000.00000 3000.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6159 | | | 0250 68476 LUMP| 500.00000 500.00| 3200.00000 3200.00| 718.45000 718.45 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6185 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -3 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) I943 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 68492 LUMP| 100.00000 100.00| 300.00000 300.00| 5377.11000 5377.11 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6013, TYPE B | | | 0270 68492 LUMP| 100.00000 100.00| 300.00000 300.00| 4441.15000 4441.15 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6017, TYPE B | | | 0280 68492 LUMP| 100.00000 100.00| 500.00000 500.00| 3403.78000 3403.78 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6079, TYPE B | | | 0290 68492 LUMP| 100.00000 100.00| 300.00000 300.00| 2823.04000 2823.04 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6091, TYPE B | | | 0300 68492 LUMP| 100.00000 100.00| 300.00000 300.00| 6794.39000 6794.39 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6101, TYPE B | | | 0310 68492 LUMP| 100.00000 100.00| 300.00000 300.00| 1627.49000 1627.49 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6159, TYPE B | | | 0320 68492 LUMP| 100.00000 100.00| 500.00000 500.00| 1555.77000 1555.77 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6185, TYPE B | | | 0330 68500 41.500 MFBM| 5500.00000 228250.00| 6000.00000 249000.00| 5762.80000 239156.20 LUMBER, TREATED | | | 0340 68900 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| 14027.25000 14027.25 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6013 | | | 0350 68900 LUMP| 25000.00000 25000.00| 14000.00000 14000.00| 11585.61000 11585.61 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6017 | | | 0360 68900 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 8879.42000 8879.42 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6079 | | | 0370 68900 LUMP| 12000.00000 12000.00| 14000.00000 14000.00| 7364.44000 7364.44 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6091 | | | 0380 68900 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 17724.50000 17724.50 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6101 | | | 0390 68900 LUMP| 10000.00000 10000.00| 32000.00000 32000.00| 4245.63000 4245.63 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6159 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -4 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) I943 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 68900 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 4058.54000 4058.54 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6185 | | | 0410 69011 25.800 CY | 50.00000 1290.00| 100.00000 2580.00| 64.66000 1668.23 STRUCTURE EXCAVATION | | | 0420 69030 3.500 CY | 1500.00000 5250.00| 2000.00000 7000.00| 1149.52000 4023.32 CONCRETE CLASS A3 | | | 0430 69101 100.000 LB | 3.00000 300.00| 5.00000 500.00| 2.87000 287.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0440 69500 2.000 SY | 1500.00000 3000.00| 1200.00000 2400.00| 287.38000 574.76 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0450 69908 64.900 SY | 275.00000 17847.50| 875.00000 56787.50| 646.61000 41964.99 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONCRETE BEAM SEAT REPAIR| | | SECTION TOTALS | $ 1,347,509.96| $ 1,485,125.00| $ 1,543,161.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,347,509.96| $ 1,485,125.00| $ 1,543,161.19 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -5 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) W210 |( 5 ) F440 |( ) |BURLEIGH CONSTRUCTION CO.,I |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 105000.00000 105000.00| 127300.00000 127300.00| MOBILIZATION | | | 0020 00102 LUMP| 30000.00000 30000.00| 20400.00000 20400.00| CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 252.000 TON | 45.00000 11340.00| 50.00000 12600.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 167.900 TON | 900.00000 151110.00| 420.00000 70518.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 47.000 TON | 875.00000 41125.00| 420.00000 19740.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 71.000 LF | 5.00000 355.00| 6.00000 426.00| NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 24152 28.000 EA | 350.00000 9800.00| 225.00000 6300.00| TYPE III BARRICADE 8' | | | 0080 24160 882.000 SF | 18.00000 15876.00| 15.75000 13891.50| CONSTRUCTION SIGNS | | | 0090 24278 210.000 DAY | 1.00000 210.00| 1.25000 262.50| GROUP 2 CHANNELIZING DEVICES | | | 0100 24282 1608.000 HR | 19.00000 30552.00| 20.00000 32160.00| FLAGGER SERVICE | | | 0110 24288 168.000 DAY | 2.00000 336.00| 2.50000 420.00| WARNING LIGHT TY. B | | | 0120 24430 201.000 SY | 10.00000 2010.00| 10.00000 2010.00| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0130 27430 215.000 CY | 1.00000 215.00| 0.01000 2.15| SILTATION CONTROL EXCAVATION | | | 0140 27505 1236.000 LF | 3.00000 3708.00| 3.00000 3708.00| TEMP. SILT FENCE | | | 0150 50108 84.000 SF | 25.00000 2100.00| 16.80000 1411.20| SIGN PANEL | | | 0160 50430 252.000 LF | 27.00000 6804.00| 10.60000 2671.20| SIGN POST STP-1 2" | | | 0170 68016 816.000 LF | 80.00000 65280.00| 45.00000 36720.00| RAILING, TEXAS T-6 | | | 0180 68113 289400.000 LS | 840000.00000 840000.00| 898000.00000 898000.00| STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -6 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) W210 |( 5 ) F440 |( ) |BURLEIGH CONSTRUCTION CO.,I |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 68476 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6013 | | | 0200 68476 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6017 | | | 0210 68476 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6079 | | | 0220 68476 LUMP| 1000.00000 1000.00| 500.00000 500.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6091 | | | 0230 68476 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6101 | | | 0240 68476 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6159 | | | 0250 68476 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6185 | | | 0260 68492 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6013, TYPE B | | | 0270 68492 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6017, TYPE B | | | 0280 68492 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6079, TYPE B | | | 0290 68492 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6091, TYPE B | | | 0300 68492 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6101, TYPE B | | | 0310 68492 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6159, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J36 -7 TABULATION OF BIDS CALL ORDER : J36 CONTRACT ID : C00096474B06 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) W210 |( 5 ) F440 |( ) |BURLEIGH CONSTRUCTION CO.,I |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 68492 LUMP| 1000.00000 1000.00| 1.00000 1.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6185, TYPE B | | | 0330 68500 41.500 MFBM| 6500.00000 269750.00| 7000.00000 290500.00| LUMBER, TREATED | | | 0340 68900 LUMP| 20000.00000 20000.00| 42000.00000 42000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6013 | | | 0350 68900 LUMP| 20000.00000 20000.00| 75000.00000 75000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6017 | | | 0360 68900 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6079 | | | 0370 68900 LUMP| 7000.00000 7000.00| 20000.00000 20000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6091 | | | 0380 68900 LUMP| 20000.00000 20000.00| 60000.00000 60000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6101 | | | 0390 68900 LUMP| 7000.00000 7000.00| 35000.00000 35000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6159 | | | 0400 68900 LUMP| 7000.00000 7000.00| 25000.00000 25000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6185 | | | 0410 69011 25.800 CY | 125.00000 3225.00| 90.00000 2322.00| STRUCTURE EXCAVATION | | | 0420 69030 3.500 CY | 2000.00000 7000.00| 2500.00000 8750.00| CONCRETE CLASS A3 | | | 0430 69101 100.000 LB | 5.00000 500.00| 4.00000 400.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0440 69500 2.000 SY | 2000.00000 4000.00| 1400.00000 2800.00| CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0450 69908 64.900 SY | 800.00000 51920.00| 1300.00000 84370.00| NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONCRETE BEAM SEAT REPAIR| | | SECTION TOTALS | $ 1,761,216.00| $ 1,953,189.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,761,216.00| $ 1,953,189.55| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -1 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/02/12 COMPLETION DATE PROJECT(S) : (NFO)BR02-962-085, B607 FED # BROS-BR02(303) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENTS SALEM DISTRICT VAR. LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 1,047,134.75 100.0000% 2 B728 D. A. BROWN, INC. $ 1,174,854.75 112.1971% 3 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 1,217,362.75 116.2566% 4 H018 HAYMES BROTHERS, INC. $ 1,287,051.00 122.9117% 5 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 1,287,476.74 122.9523% 6 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,294,602.00 123.6328% 7 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,373,458.30 131.1635% ==================================================================================================================================== |( 1 ) V037 |( 2 ) B728 |( 3 ) E008 |JAMES R. VANNOY & SONS CONS |D. A. BROWN, INC. |ENGLISH CONSTRUCTION COMPANY, I 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| 82800.00000 82800.00| 70000.00000 70000.00| 90000.00000 90000.00 MOBILIZATION | | | 0020 00102 LUMP| 10505.00000 10505.00| 25000.00000 25000.00| 20000.00000 20000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 215.000 TON | 34.75000 7471.25| 40.00000 8600.00| 115.00000 24725.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 150.900 TON | 350.33000 52864.80| 250.00000 37725.00| 540.00000 81486.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 70.000 TON | 252.00000 17640.00| 250.00000 17500.00| 260.00000 18200.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 110.000 LF | 7.60000 836.00| 8.00000 880.00| 11.00000 1210.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 13312 3.000 EA | 2240.00000 6720.00| 2200.00000 6600.00| 2300.00000 6900.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -2 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) V037 |( 2 ) B728 |( 3 ) E008 |JAMES R. VANNOY & SONS CONS |D. A. BROWN, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13320 55.000 LF | 22.40000 1232.00| 30.00000 1650.00| 22.00000 1210.00 GUARDRAIL GR-2 | | | 0090 13331 20.000 LF | 28.00000 560.00| 40.00000 800.00| 23.00000 460.00 RAD. GUARDRAIL GR-2 | | | 0100 13345 6.000 EA | 2576.00000 15456.00| 2300.00000 13800.00| 2300.00000 13800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13349 6.000 EA | 634.00000 3804.00| 600.00000 3600.00| 565.00000 3390.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13383 9.000 EA | 2016.00000 18144.00| 1800.00000 16200.00| 2300.00000 20700.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 24152 29.000 EA | 266.80000 7737.20| 250.00000 7250.00| 100.00000 2900.00 TYPE III BARRICADE 8' | | | 0140 24160 1775.000 SF | 16.80000 29820.00| 12.00000 21300.00| 17.00000 30175.00 CONSTRUCTION SIGNS | | | 0150 24278 480.000 DAY | 1.15000 552.00| 2.00000 960.00| 4.00000 1920.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24282 180.000 HR | 21.68000 3902.40| 1.00000 180.00| 27.00000 4860.00 FLAGGER SERVICE | | | 0170 24288 671.000 DAY | 1.40000 939.40| 2.25000 1509.75| 2.00000 1342.00 WARNING LIGHT TY. B | | | 0180 24430 298.000 SY | 13.70000 4082.60| 15.00000 4470.00| 37.00000 11026.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0190 24601 307.000 LF | 4.50000 1381.50| 2.00000 614.00| 1.25000 383.75 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0200 27430 199.000 CY | 17.25000 3432.75| 1.00000 199.00| 20.00000 3980.00 SILTATION CONTROL EXCAVATION | | | 0210 27505 1159.000 LF | 2.20000 2549.80| 3.00000 3477.00| 6.00000 6954.00 TEMP. SILT FENCE | | | 0220 50108 45.000 SF | 44.80000 2016.00| 4.00000 180.00| 26.00000 1170.00 SIGN PANEL | | | 0230 50430 135.000 LF | 4.48000 604.80| 30.00000 4050.00| 18.00000 2430.00 SIGN POST STP-1 2" | | | 0240 68016 587.000 LF | 44.55000 26150.85| 45.00000 26415.00| 85.00000 49895.00 RAILING, TEXAS T-6 | | | 0250 68113 267900.000 LS | 519720.00000 519720.00| 575000.00000 575000.00| 507400.00000 507400.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0260 68476 LUMP| 1297.00000 1297.00| 500.00000 500.00| 1300.00000 1300.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6022 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -3 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) V037 |( 2 ) B728 |( 3 ) E008 |JAMES R. VANNOY & SONS CONS |D. A. BROWN, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 68476 LUMP| 1297.00000 1297.00| 500.00000 500.00| 1300.00000 1300.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6042 | | | 0280 68476 LUMP| 1887.00000 1887.00| 500.00000 500.00| 2000.00000 2000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6046 | | | 0290 68476 LUMP| 1417.00000 1417.00| 500.00000 500.00| 1500.00000 1500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6131 | | | 0300 68476 LUMP| 5309.00000 5309.00| 500.00000 500.00| 5400.00000 5400.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6345 | | | 0310 68476 LUMP| 5309.00000 5309.00| 500.00000 500.00| 5400.00000 5400.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6416 | | | 0320 68492 LUMP| 280.00000 280.00| 100.00000 100.00| 300.00000 300.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6022, TYPE B | | | 0330 68492 LUMP| 280.00000 280.00| 100.00000 100.00| 300.00000 300.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6042, TYPE B | | | 0340 68492 LUMP| 280.00000 280.00| 100.00000 100.00| 300.00000 300.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6046, TYPE B | | | 0350 68492 LUMP| 280.00000 280.00| 100.00000 100.00| 300.00000 300.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6131, TYPE B | | | 0360 68492 LUMP| 504.00000 504.00| 100.00000 100.00| 500.00000 500.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6345, TYPE B | | | 0370 68492 LUMP| 504.00000 504.00| 100.00000 100.00| 500.00000 500.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6416, TYPE B | | | 0380 68500 32.200 MFBM| 4428.00000 142581.60| 5800.00000 186760.00| 5400.00000 173880.00 LUMBER, TREATED | | | 0390 68900 LUMP| 5742.00000 5742.00| 20000.00000 20000.00| 10000.00000 10000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6022 | | | 0400 68900 LUMP| 5742.00000 5742.00| 15000.00000 15000.00| 7000.00000 7000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6042 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -4 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) V037 |( 2 ) B728 |( 3 ) E008 |JAMES R. VANNOY & SONS CONS |D. A. BROWN, INC. |ENGLISH CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 68900 LUMP| 5742.00000 5742.00| 15000.00000 15000.00| 7000.00000 7000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6046 | | | 0420 68900 LUMP| 5742.00000 5742.00| 15000.00000 15000.00| 10000.00000 10000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6131 | | | 0430 68900 LUMP| 5742.00000 5742.00| 30000.00000 30000.00| 16000.00000 16000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6345 | | | 0440 68900 LUMP| 5742.00000 5742.00| 25000.00000 25000.00| 16000.00000 16000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6416 | | | 0450 69011 23.200 CY | 425.00000 9860.00| 50.00000 1160.00| 80.00000 1856.00 STRUCTURE EXCAVATION | | | 0460 69030 2.500 CY | 2810.20000 7025.50| 2000.00000 5000.00| 3600.00000 9000.00 CONCRETE CLASS A3 | | | 0470 69101 70.000 LB | 10.53000 737.10| 5.00000 350.00| 13.00000 910.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0480 69908 40.100 SY | 322.00000 12912.20| 250.00000 10025.00| 1000.00000 40100.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONCRETE BEAM SEAT REPAIR| | | SECTION TOTALS | $ 1,047,134.75| $ 1,174,854.75| $ 1,217,362.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,047,134.75| $ 1,174,854.75| $ 1,217,362.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -5 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) H018 |( 5 ) I943 |( 6 ) W210 |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 60000.00000 60000.00| 51411.42000 51411.42| 95000.00000 95000.00 MOBILIZATION | | | 0020 00102 LUMP| 25000.00000 25000.00| 13267.46000 13267.46| 24000.00000 24000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 215.000 TON | 45.00000 9675.00| 44.22000 9507.30| 60.00000 12900.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 150.900 TON | 260.00000 39234.00| 515.68000 77816.11| 600.00000 90540.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 70.000 TON | 260.00000 18200.00| 213.75000 14962.50| 600.00000 42000.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 110.000 LF | 10.00000 1100.00| 3.54000 389.40| 10.00000 1100.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 13312 3.000 EA | 2200.00000 6600.00| 2764.05000 8292.15| 2500.00000 7500.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0080 13320 55.000 LF | 25.00000 1375.00| 28.01000 1540.55| 25.00000 1375.00 GUARDRAIL GR-2 | | | 0090 13331 20.000 LF | 25.00000 500.00| 26.53000 530.60| 30.00000 600.00 RAD. GUARDRAIL GR-2 | | | 0100 13345 6.000 EA | 2200.00000 13200.00| 2800.91000 16805.46| 2500.00000 15000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13349 6.000 EA | 800.00000 4800.00| 442.25000 2653.50| 750.00000 4500.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13383 9.000 EA | 2500.00000 22500.00| 2948.33000 26534.97| 2500.00000 22500.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 24152 29.000 EA | 250.00000 7250.00| 294.83000 8550.07| 400.00000 11600.00 TYPE III BARRICADE 8' | | | 0140 24160 1775.000 SF | 20.00000 35500.00| 13.27000 23554.25| 20.00000 35500.00 CONSTRUCTION SIGNS | | | 0150 24278 480.000 DAY | 2.50000 1200.00| 1.18000 566.40| 5.00000 2400.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24282 180.000 HR | 25.00000 4500.00| 17.69000 3184.20| 15.00000 2700.00 FLAGGER SERVICE | | | 0170 24288 671.000 DAY | 2.50000 1677.50| 2.95000 1979.45| 3.00000 2013.00 WARNING LIGHT TY. B | | | 0180 24430 298.000 SY | 10.00000 2980.00| 4.42000 1317.16| 15.00000 4470.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -6 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) H018 |( 5 ) I943 |( 6 ) W210 |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 24601 307.000 LF | 3.00000 921.00| 7.37000 2262.59| 10.00000 3070.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0200 27430 199.000 CY | 4.00000 796.00| 7.37000 1466.63| 1.00000 199.00 SILTATION CONTROL EXCAVATION | | | 0210 27505 1159.000 LF | 5.00000 5795.00| 3.32000 3847.88| 5.00000 5795.00 TEMP. SILT FENCE | | | 0220 50108 45.000 SF | 50.00000 2250.00| 36.85000 1658.25| 30.00000 1350.00 SIGN PANEL | | | 0230 50430 135.000 LF | 20.00000 2700.00| 29.48000 3979.80| 30.00000 4050.00 SIGN POST STP-1 2" | | | 0240 68016 587.000 LF | 90.00000 52830.00| 88.45000 51920.15| 75.00000 44025.00 RAILING, TEXAS T-6 | | | 0250 68113 267900.000 LS | 610000.00000 610000.00| 643402.67000 643402.67| 547000.00000 547000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0260 68476 LUMP| 1500.00000 1500.00| 737.08000 737.08| 1000.00000 1000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6022 | | | 0270 68476 LUMP| 1500.00000 1500.00| 737.08000 737.08| 1000.00000 1000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6042 | | | 0280 68476 LUMP| 1800.00000 1800.00| 737.08000 737.08| 1000.00000 1000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6046 | | | 0290 68476 LUMP| 1600.00000 1600.00| 737.08000 737.08| 1000.00000 1000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6131 | | | 0300 68476 LUMP| 5000.00000 5000.00| 737.08000 737.08| 1000.00000 1000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6345 | | | 0310 68476 LUMP| 5000.00000 5000.00| 737.08000 737.08| 1000.00000 1000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6416 | | | 0320 68492 LUMP| 300.00000 300.00| 3599.42000 3599.42| 1000.00000 1000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6022, TYPE B | | | 0330 68492 LUMP| 300.00000 300.00| 1512.26000 1512.26| 1000.00000 1000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6042, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -7 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) H018 |( 5 ) I943 |( 6 ) W210 |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 68492 LUMP| 300.00000 300.00| 1273.86000 1273.86| 1000.00000 1000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6046, TYPE B | | | 0350 68492 LUMP| 300.00000 300.00| 2991.31000 2991.31| 1000.00000 1000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6131, TYPE B | | | 0360 68492 LUMP| 500.00000 500.00| 5492.76000 5492.76| 1000.00000 1000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6345, TYPE B | | | 0370 68492 LUMP| 500.00000 500.00| 5576.65000 5576.65| 1000.00000 1000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6416, TYPE B | | | 0380 68500 32.200 MFBM| 5800.00000 186760.00| 6337.06000 204053.33| 6000.00000 193200.00 LUMBER, TREATED | | | 0390 68900 LUMP| 26000.00000 26000.00| 9389.78000 9389.78| 10000.00000 10000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6022 | | | 0400 68900 LUMP| 26000.00000 26000.00| 3945.01000 3945.01| 10000.00000 10000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6042 | | | 0410 68900 LUMP| 14000.00000 14000.00| 3323.12000 3323.12| 10000.00000 10000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6046 | | | 0420 68900 LUMP| 14000.00000 14000.00| 7803.42000 7803.42| 10000.00000 10000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6131 | | | 0430 68900 LUMP| 14000.00000 14000.00| 14328.94000 14328.94| 15000.00000 15000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6345 | | | 0440 68900 LUMP| 14000.00000 14000.00| 14547.77000 14547.77| 15000.00000 15000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6416 | | | 0450 69011 23.200 CY | 100.00000 2320.00| 66.34000 1539.09| 75.00000 1740.00 STRUCTURE EXCAVATION | | | 0460 69030 2.500 CY | 2000.00000 5000.00| 2063.83000 5159.58| 2000.00000 5000.00 CONCRETE CLASS A3 | | | 0470 69101 70.000 LB | 10.00000 700.00| 7.37000 515.90| 20.00000 1400.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -8 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) H018 |( 5 ) I943 |( 6 ) W210 |HAYMES BROTHERS, INC. |INFRASTRUCTURE CORPORATION |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 69908 40.100 SY | 875.00000 35087.50| 663.37000 26601.14| 750.00000 30075.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONCRETE BEAM SEAT REPAIR| | | SECTION TOTALS | $ 1,287,051.00| $ 1,287,476.74| $ 1,294,602.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,287,051.00| $ 1,287,476.74| $ 1,294,602.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -9 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) A013 |( ) |( ) |ALLEGHENY CONSTRUCTION COMP | | 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| 95000.00000 95000.00| | MOBILIZATION | | | 0020 00102 LUMP| 20000.00000 20000.00| | CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 215.000 TON | 85.00000 18275.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 150.900 TON | 252.00000 38026.80| | ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 70.000 TON | 254.00000 17780.00| | ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 110.000 LF | 12.00000 1320.00| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 13312 3.000 EA | 2100.00000 6300.00| | GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0080 13320 55.000 LF | 20.00000 1100.00| | GUARDRAIL GR-2 | | | 0090 13331 20.000 LF | 22.00000 440.00| | RAD. GUARDRAIL GR-2 | | | 0100 13345 6.000 EA | 2200.00000 13200.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13349 6.000 EA | 500.00000 3000.00| | GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13383 9.000 EA | 2100.00000 18900.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 24152 29.000 EA | 250.00000 7250.00| | TYPE III BARRICADE 8' | | | 0140 24160 1775.000 SF | 18.00000 31950.00| | CONSTRUCTION SIGNS | | | 0150 24278 480.000 DAY | 2.00000 960.00| | GROUP 2 CHANNELIZING DEVICES | | | 0160 24282 180.000 HR | 20.00000 3600.00| | FLAGGER SERVICE | | | 0170 24288 671.000 DAY | 1.50000 1006.50| | WARNING LIGHT TY. B | | | 0180 24430 298.000 SY | 12.00000 3576.00| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -10 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) A013 |( ) |( ) |ALLEGHENY CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 24601 307.000 LF | 8.00000 2456.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0200 27430 199.000 CY | 4.00000 796.00| | SILTATION CONTROL EXCAVATION | | | 0210 27505 1159.000 LF | 2.00000 2318.00| | TEMP. SILT FENCE | | | 0220 50108 45.000 SF | 38.00000 1710.00| | SIGN PANEL | | | 0230 50430 135.000 LF | 24.00000 3240.00| | SIGN POST STP-1 2" | | | 0240 68016 587.000 LF | 80.00000 46960.00| | RAILING, TEXAS T-6 | | | 0250 68113 267900.000 LS | 675000.00000 675000.00| | STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0260 68476 LUMP| 1400.00000 1400.00| | NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6022 | | | 0270 68476 LUMP| 1400.00000 1400.00| | NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6042 | | | 0280 68476 LUMP| 2000.00000 2000.00| | NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6046 | | | 0290 68476 LUMP| 1500.00000 1500.00| | NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6131 | | | 0300 68476 LUMP| 5200.00000 5200.00| | NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6345 | | | 0310 68476 LUMP| 5200.00000 5200.00| | NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6416 | | | 0320 68492 LUMP| 400.00000 400.00| | NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6022, TYPE B | | | 0330 68492 LUMP| 400.00000 400.00| | NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6042, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -11 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) A013 |( ) |( ) |ALLEGHENY CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 68492 LUMP| 400.00000 400.00| | NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6046, TYPE B | | | 0350 68492 LUMP| 400.00000 400.00| | NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6131, TYPE B | | | 0360 68492 LUMP| 600.00000 600.00| | NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6345, TYPE B | | | 0370 68492 LUMP| 600.00000 600.00| | NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6416, TYPE B | | | 0380 68500 32.200 MFBM| 6700.00000 215740.00| | LUMBER, TREATED | | | 0390 68900 LUMP| 12000.00000 12000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6022 | | | 0400 68900 LUMP| 8000.00000 8000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6042 | | | 0410 68900 LUMP| 8000.00000 8000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6046 | | | 0420 68900 LUMP| 12000.00000 12000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6131 | | | 0430 68900 LUMP| 18000.00000 18000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6345 | | | 0440 68900 LUMP| 18000.00000 18000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6416 | | | 0450 69011 23.200 CY | 270.00000 6264.00| | STRUCTURE EXCAVATION | | | 0460 69030 2.500 CY | 2000.00000 5000.00| | CONCRETE CLASS A3 | | | 0470 69101 70.000 LB | 10.00000 700.00| | CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J37 -12 TABULATION OF BIDS CALL ORDER : J37 CONTRACT ID : C00096475B07 COUNTIES : SALEM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) A013 |( ) |( ) |ALLEGHENY CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 69908 40.100 SY | 900.00000 36090.00| | NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CONCRETE BEAM SEAT REPAIR| | | SECTION TOTALS | $ 1,373,458.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,373,458.30| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J39 -1 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00097366N01 COUNTIES : VIRGINIA BEACH CHESAPEAKE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : (NFO)0064-122-229,N501 FED # IM-PM05(424) CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIRS - MAINTENANCE I-64 INTERSTATE FROM TWIN BRIDGES TO GREENBRIER PKWY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D011 DOREY ELECTRIC COMPANY $ 2,620,680.68 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 2,818,971.73 107.5664% 3 P581 PENHALL COMPANY $ 2,835,184.73 108.1851% 4 D048 DENTON CONCRETE SERVICES COMPANY $ 2,844,040.00 108.5230% 5 B850 BRANSCOME INC. $ 2,881,174.33 109.9399% 6 C333 CURTIS CONTRACTING, INC. $ 2,895,162.36 110.4737% 7 G136 KIEWIT INFRASTRUCTURE SOUTH CO. $ 3,341,355.05 127.4995% 8 T477 TRIANGLE GRADING & PAVING, INC. $ 3,440,108.48 131.2677% 9 F034 FORT MYER CONSTRUCTION CORPORATION $ 3,857,339.00 147.1884% ==================================================================================================================================== |( 1 ) D011 |( 2 ) I933 |( 3 ) P581 |DOREY ELECTRIC COMPANY |INTERSTATE IMPROVEMENT, INC |PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT REPAIR | | | 0010 00100 LUMP| 145000.00000 145000.00| 68000.00000 68000.00| 310000.00000 310000.00 MOBILIZATION | | | 0020 10121 60.000 TON | 120.00000 7200.00| 20.00000 1200.00| 55.00000 3300.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 50.000 TON | 120.00000 6000.00| 100.00000 5000.00| 220.00000 11000.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15301 3200.000 SY | 162.30000 519360.00| 225.00000 720000.00| 190.00000 608000.00 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0050 15302 2035.000 SY | 169.00000 343915.00| 225.00000 457875.00| 175.00000 356125.00 PATCHING CEMENT CONC. PAVE., TYPE II | | | 0060 15309 29334.000 SY | 11.12000 326194.08| 13.00000 381342.00| 13.50000 396009.00 NS PAVEMENT PAVEMENT GRINDING CONCRETE | | | PAVEMENT (NGCS) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J39 -2 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00097366N01 COUNTIES : VIRGINIA BEACH CHESAPEAKE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) D011 |( 2 ) I933 |( 3 ) P581 |DOREY ELECTRIC COMPANY |INTERSTATE IMPROVEMENT, INC |PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 15321 254030.000 LF | 1.17000 297215.10| 1.15000 292134.50| 0.95000 241328.50 CLEAN AND RESEAL LONGITUDIAL JOINT | | | 0080 15322 176520.000 LF | 1.17000 206528.40| 1.15000 202998.00| 1.45000 255954.00 CLEAN AND RESEAL TRANSVERSE JOINT | | | 0090 15350 66034.000 SY | 6.20000 409410.80| 6.00000 396204.00| 6.20000 409410.80 GRINDING CONCRETE PAVEMENT | | | 0100 24152 3.000 EA | 600.00000 1800.00| 341.25000 1023.75| 0.01000 0.03 TYPE III BARRICADE 8' | | | 0110 24160 890.000 SF | 15.00000 13350.00| 4.00000 3560.00| 0.01000 8.90 CONSTRUCTION SIGNS | | | 0120 24272 1220.000 HR | 25.00000 30500.00| 16.75000 20435.00| 0.01000 12.20 TRUCK MOUNTED ATTENUATOR | | | 0130 24278 24400.000 DAY | 1.25000 30500.00| 0.25000 6100.00| 0.01000 244.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 610.000 HR | 15.00000 9150.00| 45.00000 27450.00| 0.01000 6.10 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24281 1220.000 HR | 10.00000 12200.00| 6.00000 7320.00| 0.01000 12.20 ELECTRONIC ARROW | | | 0160 54076 43570.000 LF | 3.50000 152495.00| 3.05000 132888.50| 3.11000 135502.70 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0170 54077 478.000 LF | 4.55000 2174.90| 3.96000 1892.88| 5.00000 2390.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0180 54078 2640.000 LF | 6.48000 17107.20| 5.64000 14889.60| 6.25000 16500.00 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0190 54101 20.000 EA | 690.00000 13800.00| 600.00000 12000.00| 1000.00000 20000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND | | | 0200 54105 49170.000 LF | 0.98000 48186.60| 0.85000 41794.50| 0.49000 24093.30 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54218 888.000 EA | 32.20000 28593.60| 28.00000 24864.00| 51.00000 45288.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | SECTION TOTALS | $ 2,620,680.68| $ 2,818,971.73| $ 2,835,184.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,620,680.68| $ 2,818,971.73| $ 2,835,184.73 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J39 -3 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00097366N01 COUNTIES : VIRGINIA BEACH CHESAPEAKE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) D048 |( 5 ) B850 |( 6 ) C333 |DENTON CONCRETE SERVICES CO |BRANSCOME INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT REPAIR | | | 0010 00100 LUMP| 120000.00000 120000.00| 223859.24000 223859.24| 143000.00000 143000.00 MOBILIZATION | | | 0020 10121 60.000 TON | 100.00000 6000.00| 94.21000 5652.60| 90.04000 5402.40 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 50.000 TON | 100.00000 5000.00| 274.55000 13727.50| 300.00000 15000.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15301 3200.000 SY | 168.00000 537600.00| 171.92000 550144.00| 175.65000 562080.00 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0050 15302 2035.000 SY | 175.00000 356125.00| 173.73000 353540.55| 151.83000 308974.05 PATCHING CEMENT CONC. PAVE., TYPE II | | | 0060 15309 29334.000 SY | 15.45000 453210.30| 11.82000 346727.88| 13.31000 390435.54 NS PAVEMENT PAVEMENT GRINDING CONCRETE | | | PAVEMENT (NGCS) | | | 0070 15321 254030.000 LF | 1.25000 317537.50| 1.18000 299755.40| 1.49000 378504.70 CLEAN AND RESEAL LONGITUDIAL JOINT | | | 0080 15322 176520.000 LF | 1.10000 194172.00| 1.19000 210058.80| 1.51000 266545.20 CLEAN AND RESEAL TRANSVERSE JOINT | | | 0090 15350 66034.000 SY | 8.80000 581099.20| 6.56000 433183.04| 7.34000 484689.56 GRINDING CONCRETE PAVEMENT | | | 0100 24152 3.000 EA | 600.00000 1800.00| 545.92000 1637.76| 480.23000 1440.69 TYPE III BARRICADE 8' | | | 0110 24160 890.000 SF | 20.00000 17800.00| 32.18000 28640.20| 24.01000 21368.90 CONSTRUCTION SIGNS | | | 0120 24272 1220.000 HR | 1.00000 1220.00| 45.97000 56083.40| 5.72000 6978.40 TRUCK MOUNTED ATTENUATOR | | | 0130 24278 24400.000 DAY | 0.50000 12200.00| 1.15000 28060.00| 0.30000 7320.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 610.000 HR | 1.00000 610.00| 28.73000 17525.30| 5.72000 3489.20 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24281 1220.000 HR | 1.00000 1220.00| 11.49000 14017.80| 2.86000 3489.20 ELECTRONIC ARROW | | | 0160 54076 43570.000 LF | 3.11000 135502.70| 3.74000 162951.80| 3.64000 158594.80 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0170 54077 478.000 LF | 5.00000 2390.00| 5.69000 2719.82| 4.53000 2165.34 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0180 54078 2640.000 LF | 6.25000 16500.00| 10.29000 27165.60| 6.45000 17028.00 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J39 -4 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00097366N01 COUNTIES : VIRGINIA BEACH CHESAPEAKE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) D048 |( 5 ) B850 |( 6 ) C333 |DENTON CONCRETE SERVICES CO |BRANSCOME INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 54101 20.000 EA | 1000.00000 20000.00| 402.26000 8045.20| 686.05000 13721.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND | | | 0200 54105 49170.000 LF | 0.49000 24093.30| 1.26000 61954.20| 0.97000 47694.90 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54218 888.000 EA | 45.00000 39960.00| 40.23000 35724.24| 64.46000 57240.48 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | SECTION TOTALS | $ 2,844,040.00| $ 2,881,174.33| $ 2,895,162.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,844,040.00| $ 2,881,174.33| $ 2,895,162.36 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J39 -5 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00097366N01 COUNTIES : VIRGINIA BEACH CHESAPEAKE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) G136 |( 8 ) T477 |( 9 ) F034 |KIEWIT INFRASTRUCTURE SOUTH |TRIANGLE GRADING & PAVING, |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT REPAIR | | | 0010 00100 LUMP| 190000.00000 190000.00| 172000.00000 172000.00| 566000.00000 566000.00 MOBILIZATION | | | 0020 10121 60.000 TON | 81.00000 4860.00| 100.00000 6000.00| 50.00000 3000.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 50.000 TON | 125.00000 6250.00| 200.00000 10000.00| 204.00000 10200.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15301 3200.000 SY | 275.00000 880000.00| 160.00000 512000.00| 219.00000 700800.00 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0050 15302 2035.000 SY | 270.25000 549958.75| 140.00000 284900.00| 220.00000 447700.00 PATCHING CEMENT CONC. PAVE., TYPE II | | | 0060 15309 29334.000 SY | 9.00000 264006.00| 12.20000 357874.80| 11.50000 337341.00 NS PAVEMENT PAVEMENT GRINDING CONCRETE | | | PAVEMENT (NGCS) | | | 0070 15321 254030.000 LF | 1.35000 342940.50| 2.70000 685881.00| 2.20000 558866.00 CLEAN AND RESEAL LONGITUDIAL JOINT | | | 0080 15322 176520.000 LF | 1.35000 238302.00| 2.78000 490725.60| 2.20000 388344.00 CLEAN AND RESEAL TRANSVERSE JOINT | | | 0090 15350 66034.000 SY | 8.70000 574495.80| 7.50000 495255.00| 6.50000 429221.00 GRINDING CONCRETE PAVEMENT | | | 0100 24152 3.000 EA | 400.00000 1200.00| 500.00000 1500.00| 294.00000 882.00 TYPE III BARRICADE 8' | | | 0110 24160 890.000 SF | 20.00000 17800.00| 15.00000 13350.00| 22.00000 19580.00 CONSTRUCTION SIGNS | | | 0120 24272 1220.000 HR | 10.00000 12200.00| 25.00000 30500.00| 94.00000 114680.00 TRUCK MOUNTED ATTENUATOR | | | 0130 24278 24400.000 DAY | 0.25000 6100.00| 1.00000 24400.00| 0.50000 12200.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 610.000 HR | 15.00000 9150.00| 25.00000 15250.00| 13.50000 8235.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24281 1220.000 HR | 7.00000 8540.00| 4.50000 5490.00| 6.75000 8235.00 ELECTRONIC ARROW | | | 0160 54076 43570.000 LF | 3.10000 135067.00| 3.70000 161209.00| 3.40000 148138.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0170 54077 478.000 LF | 4.00000 1912.00| 4.86000 2323.08| 4.50000 2151.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0180 54078 2640.000 LF | 5.75000 15180.00| 7.00000 18480.00| 6.30000 16632.00 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J39 -6 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00097366N01 COUNTIES : VIRGINIA BEACH CHESAPEAKE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) G136 |( 8 ) T477 |( 9 ) F034 |KIEWIT INFRASTRUCTURE SOUTH |TRIANGLE GRADING & PAVING, |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 54101 20.000 EA | 625.00000 12500.00| 750.00000 15000.00| 666.00000 13320.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND | | | 0200 54105 49170.000 LF | 0.90000 44253.00| 1.00000 49170.00| 1.00000 49170.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54218 888.000 EA | 30.00000 26640.00| 100.00000 88800.00| 25.50000 22644.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | SECTION TOTALS | $ 3,341,355.05| $ 3,440,108.48| $ 3,857,339.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,341,355.05| $ 3,440,108.48| $ 3,857,339.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J40 -1 TABULATION OF BIDS CALL ORDER : J40 CONTRACT ID : C00097893N01 COUNTIES : STAUNTON LETTING DATE : 07/27/11 10:00 AM DISTRICT : 08 CONTRACT TIME : 06/01/12 COMPLETION DATE PROJECT(S) : TS07-967-092, N501 FED # STP-TS07-(221) TS08-968-093, N501 FED # NH-TS00(240) CONTRACT DESCRIPTION: INSPECT, REMOVE & REPLACE RAISED PAVE. MARK. & LENS VARIOUS LOCATIONS - STAUNTON & CULPEPER DISTRICTS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 JV058 THE B&B/TCMS JOINT VENTURE $ 546,029.25 100.0000% 2 M060 D. W. MILLER, INC. $ 552,259.14 101.1409% ==================================================================================================================================== |( 1 ) JV058 |( 2 ) M060 |( ) |THE B&B/TCMS JOINT VENTURE |D. W. MILLER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 24272 4344.000 HR | 20.00000 86880.00| 13.81000 59990.64| TRUCK MOUNTED ATTENUATOR | | | 0020 24278 3620.000 DAY | 0.50000 1810.00| 0.50000 1810.00| GROUP 2 CHANNELIZING DEVICES | | | 0030 24279 2172.000 HR | 1.00000 2172.00| 0.50000 1086.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0040 24281 4344.000 HR | 5.00000 21720.00| 2.30000 9991.20| ELECTRONIC ARROW | | | 0050 54101 50291.000 EA | 0.75000 37718.25| 0.20000 10058.20| NS PAVEMENT MARKING PAVEMENT MARKING | | | INSPECT RAISED PAVE. MARKERS | | | 0060 54210 1581.000 EA | 5.00000 7905.00| 15.00000 23715.00| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0070 54216 55549.000 EA | 6.00000 333294.00| 6.90000 383288.10| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0080 54217 3116.000 EA | 17.50000 54530.00| 20.00000 62320.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 546,029.25| $ 552,259.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 546,029.25| $ 552,259.14| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -1 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/20/12 COMPLETION DATE PROJECT(S) : (NFO)1780-076-001,M501 FED # BROS-5A01(117) CONTRACT DESCRIPTION: REPAIRS ON POTOMAC MILLS BRIDGE OVER I-95 NW RAMP 0.4 MI S INT. I-95 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 864,833.00 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 896,003.80 103.6043% 3 F237 FREYSSINET, INC. $ 1,137,280.90 131.5029% 4 A648 A & M CONCRETE CORP. $ 1,200,333.00 138.7936% ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F237 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FREYSSINET, 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| 69000.00000 69000.00| 33150.00000 33150.00| 96228.00000 96228.00 MOBILIZATION | | | 0020 00102 LUMP| 10000.00000 10000.00| 1500.00000 1500.00| 4706.00000 4706.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00160 LUMP| 3500.00000 3500.00| 20000.00000 20000.00| 14118.00000 14118.00 NS GRADING GRADING GRADING & SEEDING | | | 0040 09215 10.000 SY | 195.00000 1950.00| 190.00000 1900.00| 1764.30000 17643.00 PAVED DITCH PG-5 | | | 0050 10495 140.000 HR | 25.00000 3500.00| 70.00000 9800.00| 70.60000 9884.00 PILOT VEHICLES | | | 0060 10630 435.000 SY | 12.00000 5220.00| 12.00000 5220.00| 32.94000 14328.90 FLEXIBLE PAVEMENT PLANING | | | 0070 10636 24.000 TON | 350.00000 8400.00| 165.00000 3960.00| 117.60000 2822.40 ASPHALT CONCRETE TY. SM-9.5D | | | 0080 11070 50.000 LF | 8.00000 400.00| 5.00000 250.00| 19.60000 980.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 1 1/2" DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -2 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F237 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FREYSSINET, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13392 2.000 EA | 4800.00000 9600.00| 3665.00000 7330.00| 1411.80000 2823.60 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0100 24160 300.000 SF | 22.00000 6600.00| 26.00000 7800.00| 36.70000 11010.00 CONSTRUCTION SIGNS | | | 0110 24278 1550.000 DAY | 0.10000 155.00| 1.00000 1550.00| 2.40000 3720.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 2800.000 HR | 3.50000 9800.00| 12.00000 33600.00| 10.40000 29120.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24282 648.000 HR | 20.00000 12960.00| 30.00000 19440.00| 37.60000 24364.80 FLAGGER SERVICE | | | 0140 24297 756.000 LF | 25.00000 18900.00| 13.00000 9828.00| 41.20000 31147.20 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0150 24601 140.000 LF | 25.00000 3500.00| 4.16000 582.40| 5.90000 826.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0160 24611 140.000 LF | 38.00000 5320.00| 13.32000 1864.80| 41.20000 5768.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .. | | | 0170 27505 100.000 LF | 3.50000 350.00| 6.00000 600.00| 11.80000 1180.00 TEMP. SILT FENCE | | | 0180 27506 180.000 LF | 6.00000 1080.00| 20.00000 3600.00| 17.60000 3168.00 TEMP. FILTER BARRIER | | | 0190 50030 14.000 EA | 25.00000 350.00| 12.00000 168.00| 3.50000 49.00 BARRIER DELINEATOR | | | 0200 54032 2000.000 LF | 1.25000 2500.00| 1.05000 2100.00| 1.70000 3400.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0210 54100 1680.000 LF | 2.00000 3360.00| 1.67000 2805.60| 1.60000 2688.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | (TYPE D) 4" | | | 0220 54105 2880.000 LF | 2.00000 5760.00| 1.67000 4809.60| 1.30000 3744.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0230 54242 24.000 EA | 12.00000 288.00| 11.10000 266.40| 19.80000 475.20 TEMP. PAVE. MARKER 2 WAY | | | 0240 62506 160.000 LF | 20.00000 3200.00| 62.00000 9920.00| 99.30000 15888.00 NS JOINT SEALER JOINT SEALER JOINT | | | FILLER REPLACEMENT | | | 0250 62534 5.000 SY | 1060.00000 5300.00| 950.00000 4750.00| 588.00000 2940.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE CONC. SUPERSTR. SURFACE | | | REPAIR (VESC) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -3 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F237 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FREYSSINET, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 62534 110.000 SY | 250.00000 27500.00| 329.00000 36190.00| 531.60000 58476.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE TYPE B PATCHING (VESC) | | | 0270 62534 11.000 SY | 500.00000 5500.00| 690.00000 7590.00| 1515.50000 16670.50 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE TYPE C PATCHING (VESC) | | | 0280 62537 210.000 LF | 60.00000 12600.00| 90.00000 18900.00| 45.40000 9534.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE EPOXY INJECTION CRACK | | | SEALING | | | 0290 66921 48.000 LF | 60.00000 2880.00| 90.00000 4320.00| 51.80000 2486.40 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE EPOXY INJECT CRACK SEALING | | | (ABUTMENTS) | | | 0300 66921 36.000 LF | 70.00000 2520.00| 120.00000 4320.00| 56.30000 2026.80 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE EPOXY INJECTION CRACK | | | SEALING (PIERS) | | | 0310 66926 110.000 SY | 900.00000 99000.00| 950.00000 104500.00| 1251.50000 137665.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CONC. SUBSTR. SURFACE | | | REPAIR (VESC) | | | 0320 68076 80.000 SF | 125.00000 10000.00| 100.00000 8000.00| 181.10000 14488.00 SHOTCRETE, CLASS B | | | 0330 68090 470.000 SY | 12.00000 5640.00| 9.20000 4324.00| 4.70000 2209.00 BRIDGE DECK GROOVING | | | 0340 68162 3.000 EA | 2310.00000 6930.00| 1500.00000 4500.00| 5259.70000 15779.10 BEAM SEAT REPAIR | | | 0350 68315 700.000 SY | 20.00000 14000.00| 24.00000 16800.00| 19.80000 13860.00 TYPE A MILLING (1 1/2 " DEPTH) | | | 0360 68472 LUMP| 115000.00000 115000.00| 145410.00000 145410.00| 98382.00000 98382.00 NS RECOAT EX. STR. RECOAT EX. STR. TYPE | | | B (STR. 6145) | | | 0370 68474 LUMP| 45000.00000 45000.00| 16650.00000 16650.00| 52941.00000 52941.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY TYPE B (STR. 6145) | | | 0380 68490 LUMP| 2750.00000 2750.00| 6660.00000 6660.00| 5882.00000 5882.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL TYPE B (STR. 6145) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -4 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F237 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FREYSSINET, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 68558 20.000 LF | 63.00000 1260.00| 91.00000 1820.00| 157.10000 3142.00 PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0400 68571 135.000 LF | 250.00000 33750.00| 391.00000 52785.00| 935.00000 126225.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. EXPANSION JOINT | | | RECONSTRUCTION (VESC) | | | 0410 68590 30.000 EA | 3750.00000 112500.00| 3200.00000 96000.00| 5194.20000 155826.00 JACKING AND BLOCKING | | | 0420 68910 470.000 SY | 115.00000 54050.00| 127.00000 59690.00| 116.10000 54567.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR VESC CONCRETE OVERLAY (1 | | | 1/2") | | | 0430 69740 80.000 SY | 125.00000 10000.00| 180.00000 14400.00| 368.30000 29464.00 CONCRETE SLAB SLOPE PROTECTION 4" | | | 0440 69805 110.000 SY | 86.00000 9460.00| 75.00000 8250.00| 45.30000 4983.00 WATERPROOFING | | | 0450 69905 30.000 EA | 3000.00000 90000.00| 2550.00000 76500.00| 470.60000 14118.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR BEARING ASSEMBLY | | | 0460 69908 180.000 SY | 75.00000 13500.00| 120.00000 21600.00| 86.30000 15534.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR WATERPROOFING SUBSTR. | | | SECTION TOTALS | $ 864,833.00| $ 896,003.80| $ 1,137,280.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 864,833.00| $ 896,003.80| $ 1,137,280.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -5 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 140000.00000 140000.00| | MOBILIZATION | | | 0020 00102 LUMP| 8000.00000 8000.00| | CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00160 LUMP| 18000.00000 18000.00| | NS GRADING GRADING GRADING & SEEDING | | | 0040 09215 10.000 SY | 250.00000 2500.00| | PAVED DITCH PG-5 | | | 0050 10495 140.000 HR | 40.00000 5600.00| | PILOT VEHICLES | | | 0060 10630 435.000 SY | 11.00000 4785.00| | FLEXIBLE PAVEMENT PLANING | | | 0070 10636 24.000 TON | 375.00000 9000.00| | ASPHALT CONCRETE TY. SM-9.5D | | | 0080 11070 50.000 LF | 18.00000 900.00| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 1 1/2" DEPTH | | | 0090 13392 2.000 EA | 6200.00000 12400.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0100 24160 300.000 SF | 21.00000 6300.00| | CONSTRUCTION SIGNS | | | 0110 24278 1550.000 DAY | 1.50000 2325.00| | GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 2800.000 HR | 8.00000 22400.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24282 648.000 HR | 25.00000 16200.00| | FLAGGER SERVICE | | | 0140 24297 756.000 LF | 50.00000 37800.00| | TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0150 24601 140.000 LF | 2.50000 350.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0160 24611 140.000 LF | 13.00000 1820.00| | NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .. | | | 0170 27505 100.000 LF | 8.00000 800.00| | TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -6 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 27506 180.000 LF | 8.00000 1440.00| | TEMP. FILTER BARRIER | | | 0190 50030 14.000 EA | 80.00000 1120.00| | BARRIER DELINEATOR | | | 0200 54032 2000.000 LF | 1.25000 2500.00| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0210 54100 1680.000 LF | 1.75000 2940.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | (TYPE D) 4" | | | 0220 54105 2880.000 LF | 1.75000 5040.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0230 54242 24.000 EA | 12.00000 288.00| | TEMP. PAVE. MARKER 2 WAY | | | 0240 62506 160.000 LF | 88.00000 14080.00| | NS JOINT SEALER JOINT SEALER JOINT | | | FILLER REPLACEMENT | | | 0250 62534 5.000 SY | 714.00000 3570.00| | NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE CONC. SUPERSTR. SURFACE | | | REPAIR (VESC) | | | 0260 62534 110.000 SY | 330.00000 36300.00| | NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE TYPE B PATCHING (VESC) | | | 0270 62534 11.000 SY | 660.00000 7260.00| | NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE TYPE C PATCHING (VESC) | | | 0280 62537 210.000 LF | 55.00000 11550.00| | NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE EPOXY INJECTION CRACK | | | SEALING | | | 0290 66921 48.000 LF | 55.00000 2640.00| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE EPOXY INJECT CRACK SEALING | | | (ABUTMENTS) | | | 0300 66921 36.000 LF | 55.00000 1980.00| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE EPOXY INJECTION CRACK | | | SEALING (PIERS) | | | 0310 66926 110.000 SY | 1050.00000 115500.00| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CONC. SUBSTR. SURFACE | | | REPAIR (VESC) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J42 -7 TABULATION OF BIDS CALL ORDER : J42 CONTRACT ID : C00093452M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 68076 80.000 SF | 275.00000 22000.00| | SHOTCRETE, CLASS B | | | 0330 68090 470.000 SY | 9.00000 4230.00| | BRIDGE DECK GROOVING | | | 0340 68162 3.000 EA | 1900.00000 5700.00| | BEAM SEAT REPAIR | | | 0350 68315 700.000 SY | 17.00000 11900.00| | TYPE A MILLING (1 1/2 " DEPTH) | | | 0360 68472 LUMP| 155000.00000 155000.00| | NS RECOAT EX. STR. RECOAT EX. STR. TYPE | | | B (STR. 6145) | | | 0370 68474 LUMP| 16500.00000 16500.00| | NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY TYPE B (STR. 6145) | | | 0380 68490 LUMP| 6600.00000 6600.00| | NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL TYPE B (STR. 6145) | | | 0390 68558 20.000 LF | 88.00000 1760.00| | PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0400 68571 135.000 LF | 165.00000 22275.00| | NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. EXPANSION JOINT | | | RECONSTRUCTION (VESC) | | | 0410 68590 30.000 EA | 3600.00000 108000.00| | JACKING AND BLOCKING | | | 0420 68910 470.000 SY | 320.00000 150400.00| | NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR VESC CONCRETE OVERLAY (1 | | | 1/2") | | | 0430 69740 80.000 SY | 220.00000 17600.00| | CONCRETE SLAB SLOPE PROTECTION 4" | | | 0440 69805 110.000 SY | 62.00000 6820.00| | WATERPROOFING | | | 0450 69905 30.000 EA | 5500.00000 165000.00| | NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR BEARING ASSEMBLY | | | 0460 69908 180.000 SY | 62.00000 11160.00| | NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR WATERPROOFING SUBSTR. | | | SECTION TOTALS | $ 1,200,333.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,200,333.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J44 -1 TABULATION OF BIDS CALL ORDER : J44 CONTRACT ID : CM011PM6397183 COUNTIES : RICHMOND LETTING DATE : 07/27/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 05/01/12 COMPLETION DATE PROJECT(S) : (NFO)PM63-079-F11,P101,N501 FED # STP-PM06(280) CONTRACT DESCRIPTION: PAVEMENT RECLAIMING AND ASPHALT RESURFACING NORTHERN NECK RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L015 LEE HY PAVING CORPORATION $ 2,564,056.78 100.0000% ==================================================================================================================================== |( 1 ) L015 |( ) |( ) |LEE HY PAVING CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10011 800.000 TON | 357.00000 285600.00| | HYDRAULIC CEMENT | | | 0020 10499 57823.000 SY | 7.14000 412856.22| | NS PAVEMENT PAVEMENT RECLAMATION | | | 9.5" DEPTH | | | 0030 13315 6.000 EA | 900.00000 5400.00| | GUARDRAIL TERMINAL GR-11 | | | 0040 13320 325.000 LF | 20.00000 6500.00| | GUARDRAIL GR-2 | | | 0050 13345 6.000 EA | 2600.00000 15600.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13400 2975.000 LF | 9.00000 26775.00| | NS GUARDRAIL GUARDRAIL GR-2 RAIL TO DBL | | | NEST EXISTING | | | 0070 16350 8276.920 TON | 92.71000 767353.25| | ASPHALT CONCRETE TY. SM-12.5A | | | 0080 16365 6360.410 TON | 91.80000 583885.64| | ASPHALT CONCRETE TY. IM-19.0A | | | 0090 16515 57821.870 SY | 2.50000 144554.68| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING 4.0" DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J44 -2 TABULATION OF BIDS CALL ORDER : J44 CONTRACT ID : CM011PM6397183 COUNTIES : RICHMOND LETTING DATE : 07/27/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) L015 |( ) |( ) |LEE HY PAVING CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16522 17208.330 SY | 2.31000 39751.24| | FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0110 24265 LUMP| 197000.00000 197000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ... | | | 0120 24502 4.000 EA | 225.00000 900.00| | NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0130 24601 75.000 LF | 5.00000 375.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0140 27505 15000.000 LF | 1.50000 22500.00| | TEMP. SILT FENCE | | | 0150 54032 43990.000 LF | 0.80000 35192.00| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0160 54042 345.000 LF | 5.75000 1983.75| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0170 54217 215.000 EA | 40.00000 8600.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0180 54300 48.000 EA | 115.00000 5520.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0190 54550 10600.000 LF | 0.35000 3710.00| | CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 2,564,056.78| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,564,056.78| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J48 -1 TABULATION OF BIDS CALL ORDER : J48 CONTRACT ID : C00093974N01 COUNTIES : FREDERICKSBURG LETTING DATE : 07/27/11 10:00 AM DISTRICT : 06 CONTRACT TIME : 02/15/12 COMPLETION DATE PROJECT(S) : 0001-111-244,N501 FED # RSTP-5111(227) CONTRACT DESCRIPTION: PRINCESS ANNE STREET IMPROVEMENTS FROM: INT. RTE. 1 AND PRINCESS ANNE STREET TO: INT. PRINCESS ANNE STREET AND FAUQUIER STREET SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 345,351.25 100.0000% 2 A648 A & M CONCRETE CORP. $ 400,640.50 116.0096% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 513,570.50 148.7096% ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) F451 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |FIELDER'S CHOICE ENTERPRISES, I 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| 7000.00000 7000.00| 25000.00000 25000.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00112 6.000 UNIT| 500.00000 3000.00| 1350.00000 8100.00| 4300.00000 25800.00 CLEARING AND GRUBBING | | | 0030 00125 LUMP| 44000.00000 44000.00| 64000.00000 64000.00| 100000.00000 100000.00 GRADING | | | 0040 10607 130.000 TON | 135.00000 17550.00| 146.00000 18980.00| 200.00000 26000.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 11040 78.000 SY | 67.00000 5226.00| 98.00000 7644.00| 81.00000 6318.00 CONCRETE ENTRANCE PAVE. 7" | | | 0060 11070 2226.000 LF | 2.00000 4452.00| 2.50000 5565.00| 5.00000 11130.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0070 12600 1469.000 LF | 24.00000 35256.00| 28.00000 41132.00| 24.00000 35256.00 STD. COMB. CURB & GUTTER CG-6 | | | 0080 12610 630.000 LF | 24.00000 15120.00| 28.00000 17640.00| 24.00000 15120.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0090 12920 13.900 SY | 67.00000 931.30| 150.00000 2085.00| 80.00000 1112.00 ENTRANCE GUTTER CG-9B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J48 -2 TABULATION OF BIDS CALL ORDER : J48 CONTRACT ID : C00093974N01 COUNTIES : FREDERICKSBURG LETTING DATE : 07/27/11 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) F451 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 12940 15.600 SY | 67.00000 1045.20| 150.00000 2340.00| 80.00000 1248.00 ENTRANCE GUTTER CG-9D | | | 0110 13108 40.500 SY | 225.00000 9112.50| 240.00000 9720.00| 200.00000 8100.00 CG-12 DETECTABLE WARNING SURFACE | | | 0120 13220 2254.000 SY | 47.00000 105938.00| 42.00000 94668.00| 46.00000 103684.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0130 13244 1212.500 LF | 2.00000 2425.00| 3.00000 3637.50| 3.00000 3637.50 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS (FULL DEPTH) | | | 0140 24150 16.000 EA | 305.00000 4880.00| 300.00000 4800.00| 300.00000 4800.00 TYPE III BARRICADE 4' | | | 0150 24160 864.000 SF | 25.00000 21600.00| 19.00000 16416.00| 35.00000 30240.00 CONSTRUCTION SIGNS | | | 0160 24260 656.000 TON | 25.00000 16400.00| 28.00000 18368.00| 35.00000 22960.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0170 24278 6000.000 DAY | 2.00000 12000.00| 1.00000 6000.00| 5.00000 30000.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24281 1280.000 HR | 5.00000 6400.00| 5.00000 6400.00| 10.00000 12800.00 ELECTRONIC ARROW | | | 0190 24282 360.000 HR | 25.00000 9000.00| 28.00000 10080.00| 26.00000 9360.00 FLAGGER SERVICE | | | 0200 27023 40.000 CY | 100.00000 4000.00| 90.00000 3600.00| 100.00000 4000.00 TOPSOIL CLASS B | | | 0210 27430 535.000 CY | 15.00000 8025.00| 30.00000 16050.00| 10.00000 5350.00 SILTATION CONTROL EXCAVATION | | | 0220 27461 39.000 EA | 125.00000 4875.00| 190.00000 7410.00| 175.00000 6825.00 INLET PROTECTION TYPE B | | | 0230 27506 1045.000 LF | 1.95000 2037.75| 4.00000 4180.00| 5.00000 5225.00 TEMP. FILTER BARRIER | | | 0240 28820 6.000 UNIT| 400.00000 2400.00| 350.00000 2100.00| 100.00000 600.00 WATERING | | | 0250 50108 56.250 SF | 30.00000 1687.50| 40.00000 2250.00| 36.00000 2025.00 SIGN PANEL | | | 0260 50430 99.000 LF | 10.00000 990.00| 25.00000 2475.00| 20.00000 1980.00 SIGN POST STP-1 2" | | | SECTION TOTALS | $ 345,351.25| $ 400,640.50| $ 513,570.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 345,351.25| $ 400,640.50| $ 513,570.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J51 -1 TABULATION OF BIDS CALL ORDER : J51 CONTRACT ID : CM00096281N01 COUNTIES : CULPEPER LETTING DATE : 07/27/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/09/11 COMPLETION DATE PROJECT(S) : (NFO)0015-023-079,N501 FED # BH-BR07(249) CONTRACT DESCRIPTION: DECK REPAIRS AND LATEX OVERLAY RTE. 15/29 BUS. OVER RTE. 15/29 BYPASS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C1334 CROSSROADS BRIDGE INC $ 424,996.00 100.0000% 2 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 432,023.00 101.6534% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 446,635.00 105.0916% 4 I933 INTERSTATE IMPROVEMENT, INC. $ 472,169.50 111.0998% 5 F034 FORT MYER CONSTRUCTION CORPORATION $ 492,739.66 115.9398% 6 A648 A & M CONCRETE CORP. $ 573,053.75 134.8374% ==================================================================================================================================== |( 1 ) C1334 |( 2 ) L005 |( 3 ) W210 |CROSSROADS BRIDGE INC. |LANFORD BROTHERS COMPANY, I |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 36850.00000 36850.00| 37000.00000 37000.00| 38000.00000 38000.00 MOBILIZATION | | | 0020 24265 LUMP| 57000.00000 57000.00| 48670.00000 48670.00| 80000.00000 80000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1060 | | | 0030 54100 1400.000 LF | 9.50000 13300.00| 9.52000 13328.00| 12.00000 16800.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI PAVE. LINE MARK. 6" CONT | | | 0040 68090 1635.000 SY | 3.50000 5722.50| 12.00000 19620.00| 7.00000 11445.00 BRIDGE DECK GROOVING | | | 0050 68317 1635.000 SY | 12.50000 20437.50| 7.00000 11445.00| 9.00000 14715.00 NS MILLING MILLING TYPE A MODIFIED (1 | | | 1/4" DEPTH) | | | 0060 68572 190.000 L.F.| 145.00000 27550.00| 135.00000 25650.00| 135.00000 25650.00 EXPANSION JOINT RECONSTRUCTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J51 -2 TABULATION OF BIDS CALL ORDER : J51 CONTRACT ID : CM00096281N01 COUNTIES : CULPEPER LETTING DATE : 07/27/11 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) C1334 |( 2 ) L005 |( 3 ) W210 |CROSSROADS BRIDGE INC. |LANFORD BROTHERS COMPANY, I |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 68574 355.000 LF | 48.00000 17040.00| 39.00000 13845.00| 70.00000 24850.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0080 68902 194.000 LF | 94.00000 18236.00| 150.00000 29100.00| 85.00000 16490.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELASTOMERIC JT.SEALER | | | MOD. 2.5" | | | 0090 68910 1635.000 SY | 136.00000 222360.00| 139.00000 227265.00| 131.00000 214185.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD. CEM.CONC. VES (1 | | | 1/4"-1 3/4") | | | 0100 68910 10.000 SY | 650.00000 6500.00| 610.00000 6100.00| 450.00000 4500.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | SECTION TOTALS | $ 424,996.00| $ 432,023.00| $ 446,635.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,996.00| $ 432,023.00| $ 446,635.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J51 -3 TABULATION OF BIDS CALL ORDER : J51 CONTRACT ID : CM00096281N01 COUNTIES : CULPEPER LETTING DATE : 07/27/11 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) I933 |( 5 ) F034 |( 6 ) A648 |INTERSTATE IMPROVEMENT, INC |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 46000.00000 46000.00| 19266.00000 19266.00| 69000.00000 69000.00 MOBILIZATION | | | 0020 24265 LUMP| 25000.00000 25000.00| 59155.99000 59155.99| 65000.00000 65000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1060 | | | 0030 54100 1400.000 LF | 5.48000 7672.00| 6.36000 8904.00| 8.00000 11200.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI PAVE. LINE MARK. 6" CONT | | | 0040 68090 1635.000 SY | 3.50000 5722.50| 5.83000 9532.05| 10.00000 16350.00 BRIDGE DECK GROOVING | | | 0050 68317 1635.000 SY | 10.00000 16350.00| 35.00000 57225.00| 16.25000 26568.75 NS MILLING MILLING TYPE A MODIFIED (1 | | | 1/4" DEPTH) | | | 0060 68572 190.000 L.F.| 225.00000 42750.00| 247.00000 46930.00| 215.00000 40850.00 EXPANSION JOINT RECONSTRUCTION | | | 0070 68574 355.000 LF | 60.00000 21300.00| 116.90000 41499.50| 110.00000 39050.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0080 68902 194.000 LF | 175.00000 33950.00| 153.98000 29872.12| 165.00000 32010.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELASTOMERIC JT.SEALER | | | MOD. 2.5" | | | 0090 68910 1635.000 SY | 155.00000 253425.00| 133.00000 217455.00| 165.00000 269775.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD. CEM.CONC. VES (1 | | | 1/4"-1 3/4") | | | 0100 68910 10.000 SY | 2000.00000 20000.00| 290.00000 2900.00| 325.00000 3250.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | SECTION TOTALS | $ 472,169.50| $ 492,739.66| $ 573,053.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 472,169.50| $ 492,739.66| $ 573,053.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J52 -1 TABULATION OF BIDS CALL ORDER : J52 CONTRACT ID : CM00096283N01 COUNTIES : FAUQUIER RAPPAHANNOCK LETTING DATE : 07/27/11 10:00 AM DISTRICT : 07 CONTRACT TIME : 05/14/12 COMPLETION DATE PROJECT(S) : (NFO)BRDG-967-080,N501 FED # BH-BR07(250) (NFO)BRDG-967-080,N501 FED # BH-BR07(250) (NFO)BRDG-967-080,N501 FED # BH-BR07(250) CONTRACT DESCRIPTION: BRIDGE DECK REPAIRS AND LATEX OVERLAY VARIOUS LOCATION SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 600,226.00 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 766,156.40 127.6447% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 773,039.55 128.7914% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 774,881.00 129.0982% 5 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 776,660.50 129.3947% 6 A648 A & M CONCRETE CORP. $ 786,309.00 131.0022% ==================================================================================================================================== |( 1 ) M640 |( 2 ) I933 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |INTERSTATE IMPROVEMENT, INC |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 49000.00000 49000.00| 101000.00000 101000.00| 72000.00000 72000.00 MOBILIZATION | | | 0020 24265 LUMP| 30700.00000 30700.00| 25000.00000 25000.00| 38000.00000 38000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6289 | | | 0030 24265 LUMP| 27500.00000 27500.00| 25000.00000 25000.00| 30000.00000 30000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6293 | | | 0040 24265 LUMP| 27500.00000 27500.00| 25000.00000 25000.00| 30000.00000 30000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6905 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J52 -2 TABULATION OF BIDS CALL ORDER : J52 CONTRACT ID : CM00096283N01 COUNTIES : FAUQUIER RAPPAHANNOCK LETTING DATE : 07/27/11 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) I933 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |INTERSTATE IMPROVEMENT, INC |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 54100 1830.000 LF | 6.50000 11895.00| 5.48000 10028.40| 7.26000 13285.80 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI PAVE. LINE MARK. 6" CONTRAST | | | 0060 68090 1608.000 SY | 8.00000 12864.00| 3.50000 5628.00| 10.00000 16080.00 BRIDGE DECK GROOVING | | | 0070 68317 1608.000 SY | 24.00000 38592.00| 10.00000 16080.00| 36.00000 57888.00 NS MILLING MILLING TYPE A MODIFIED | | | (1 1/4" DEPTH) | | | 0080 68572 387.000 L.F.| 135.00000 52245.00| 160.00000 61920.00| 265.00000 102555.00 EXPANSION JOINT RECONSTRUCTION | | | 0090 68574 410.000 LF | 38.00000 15580.00| 60.00000 24600.00| 122.00000 50020.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0100 68910 1608.000 SY | 125.00000 201000.00| 175.00000 281400.00| 125.00000 201000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD. CEM. CONC. VES | | | (1.25"-1.75") | | | 0110 68910 635.000 SY | 210.00000 133350.00| 300.00000 190500.00| 255.45000 162210.75 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | SECTION TOTALS | $ 600,226.00| $ 766,156.40| $ 773,039.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 600,226.00| $ 766,156.40| $ 773,039.55 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J52 -3 TABULATION OF BIDS CALL ORDER : J52 CONTRACT ID : CM00096283N01 COUNTIES : FAUQUIER RAPPAHANNOCK LETTING DATE : 07/27/11 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) W210 |( 5 ) L005 |( 6 ) A648 |BURLEIGH CONSTRUCTION CO.,I |LANFORD BROTHERS COMPANY, I |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 60000.00000 60000.00| 63240.00000 63240.00| 60000.00000 60000.00 MOBILIZATION | | | 0020 24265 LUMP| 65000.00000 65000.00| 91010.00000 91010.00| 33500.00000 33500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6289 | | | 0030 24265 LUMP| 65000.00000 65000.00| 78720.00000 78720.00| 33500.00000 33500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6293 | | | 0040 24265 LUMP| 65000.00000 65000.00| 59285.00000 59285.00| 33500.00000 33500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6905 | | | 0050 54100 1830.000 LF | 10.00000 18300.00| 9.55000 17476.50| 8.00000 14640.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI PAVE. LINE MARK. 6" CONTRAST | | | 0060 68090 1608.000 SY | 13.00000 20904.00| 10.00000 16080.00| 8.00000 12864.00 BRIDGE DECK GROOVING | | | 0070 68317 1608.000 SY | 19.00000 30552.00| 8.00000 12864.00| 16.25000 26130.00 NS MILLING MILLING TYPE A MODIFIED | | | (1 1/4" DEPTH) | | | 0080 68572 387.000 L.F.| 135.00000 52245.00| 59.00000 22833.00| 170.00000 65790.00 EXPANSION JOINT RECONSTRUCTION | | | 0090 68574 410.000 LF | 90.00000 36900.00| 45.00000 18450.00| 65.00000 26650.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0100 68910 1608.000 SY | 185.00000 297480.00| 69.00000 110952.00| 170.00000 273360.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD. CEM. CONC. VES | | | (1.25"-1.75") | | | 0110 68910 635.000 SY | 100.00000 63500.00| 450.00000 285750.00| 325.00000 206375.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | SECTION TOTALS | $ 774,881.00| $ 776,660.50| $ 786,309.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 774,881.00| $ 776,660.50| $ 786,309.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J59 -1 TABULATION OF BIDS CALL ORDER : J59 CONTRACT ID : C00098898N01 COUNTIES : BRISTOL LETTING DATE : 07/27/11 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/30/11 COMPLETION DATE PROJECT(S) : 0081-961-S05,N501 FED # HSIP-081-1(330) CONTRACT DESCRIPTION: TRENCH WIDENING AND RUMBLE STRIPS VARIOUS LOCATIONS NBL AND SBL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 799,293.50 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 35000.00000 35000.00| | MOBILIZATION | | | 0020 00125 LUMP| 115200.00000 115200.00| | GRADING | | | 0030 10128 1578.000 TON | 58.00000 91524.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10607 753.000 TON | 189.50000 142693.50| | ASPHALT CONCRETE TY. SM-12.5A | | | 0050 10700 16025.000 LF | 1.28000 20512.00| | RUMBLE STRIP, ASPHALT | | | 0060 10701 2374.000 SY | 4.75000 11276.50| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0070 16373 790.000 TON | 163.75000 129362.50| | ASPH. CONC. TY. IM-19.0A (T) | | | 0080 16395 1578.000 TON | 157.50000 248535.00| | ASPH. CONC. TY. BM-25.0A (T) | | | 0090 24160 160.000 SF | 20.00000 3200.00| | CONSTRUCTION SIGNS | | | 0100 24272 330.000 HR | 1.00000 330.00| | TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J59 -2 TABULATION OF BIDS CALL ORDER : J59 CONTRACT ID : C00098898N01 COUNTIES : BRISTOL LETTING DATE : 07/27/11 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 24278 1000.000 DAY | 1.00000 1000.00| | GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 330.000 HR | 1.00000 330.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24281 330.000 HR | 1.00000 330.00| | ELECTRONIC ARROW | | | SECTION TOTALS | $ 799,293.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 799,293.50| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J60 -1 TABULATION OF BIDS CALL ORDER : J60 CONTRACT ID : C00098961N01 COUNTIES : CHESTERFIELD DINWIDDIE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 PRINCE GEORGE CONTRACT TIME : 12/01/11 COMPLETION DATE PROJECT(S) : (NFO)0095-964-137, N501 FED # IM-PM04(352) CONTRACT DESCRIPTION: ASPHALT MILL, OVERLAY WITH GUARDRAIL REPAIR FR: MM 51.34 TO: MM 54.45 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 4,538,270.87 100.0000% 2 L015 LEE HY PAVING CORPORATION $ 4,683,623.16 103.2028% 3 B850 BRANSCOME INC. $ 6,549,686.12 144.3212% ==================================================================================================================================== |( 1 ) G303 |( 2 ) L015 |( 3 ) B850 |AMERICAN INFRASTRUCTURE-VA, |LEE HY PAVING CORPORATION |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13310 12.500 LF | 90.00000 1125.00| 90.00000 1125.00| 100.00000 1250.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13312 2.000 EA | 2900.00000 5800.00| 3000.00000 6000.00| 3000.00000 6000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 11.000 EA | 1000.00000 11000.00| 1000.00000 11000.00| 1500.00000 16500.00 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 7187.500 LF | 25.00000 179687.50| 25.00000 179687.50| 26.00000 186875.00 GUARDRAIL GR-2 | | | 0050 13323 50.000 LF | 28.00000 1400.00| 30.00000 1500.00| 100.00000 5000.00 GUARDRAIL GR-2A | | | 0060 13345 11.000 EA | 3200.00000 35200.00| 3500.00000 38500.00| 3500.00000 38500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13355 525.000 LF | 30.00000 15750.00| 30.00000 15750.00| 50.00000 26250.00 GUARDRAIL GR-10 | | | 0080 13392 4.000 EA | 2800.00000 11200.00| 3000.00000 12000.00| 3500.00000 14000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0090 13393 2.000 EA | 1100.00000 2200.00| 1100.00000 2200.00| 2500.00000 5000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J60 -2 TABULATION OF BIDS CALL ORDER : J60 CONTRACT ID : C00098961N01 COUNTIES : CHESTERFIELD DINWIDDIE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 PRINCE GEORGE SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) L015 |( 3 ) B850 |AMERICAN INFRASTRUCTURE-VA, |LEE HY PAVING CORPORATION |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13400 337.500 LF | 11.50000 3881.25| 11.00000 3712.50| 50.00000 16875.00 NS GUARDRAIL GUARDRAIL DBL NEST EXIST | | | GR-2 | | | 0110 13401 8.000 EA | 3400.00000 27200.00| 3500.00000 28000.00| 5000.00000 40000.00 NS GUARDRAIL GUARDRAIL BRGR-TYPE 17D | | | TYPE I | | | 0120 13401 7.000 EA | 1100.00000 7700.00| 1100.00000 7700.00| 3000.00000 21000.00 NS GUARDRAIL GUARDRAIL BRGR-TYPE 17D | | | TYPE II | | | 0130 13401 230.000 EA | 17.00000 3910.00| 20.00000 4600.00| 25.00000 5750.00 NS GUARDRAIL GUARDRAIL GR OFFSET BLOCK | | | WOOD OR COMP. | | | 0140 16242 206.500 TON | 47.00000 9705.50| 90.00000 18585.00| 100.00000 20650.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0150 16355 8794.590 TON | 92.00000 809102.28| 88.62000 779376.57| 98.00000 861869.82 ASPHALT CONCRETE TY. SM-12.5D | | | 0160 16360 354.930 TON | 180.00000 63887.40| 133.33000 47322.82| 200.00000 70986.00 ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0170 16403 8778.210 TON | 130.00000 1141167.30| 131.25000 1152140.06| 155.00000 1360622.55 STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0180 16405 9831.000 TON | 120.00000 1179720.00| 123.39000 1213047.09| 146.00000 1435326.00 STONE MATRIX ASPHALT SMA-19.0(76-22) | | | 0190 16515 42908.800 SY | 4.10000 175926.08| 4.11000 176355.17| 3.25000 139453.60 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING OVER 4" | | | 0200 16522 84339.270 SY | 1.65000 139159.80| 1.44000 121448.55| 2.75000 231932.99 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0210 16523 35710.400 SY | 3.90000 139270.56| 3.74000 133556.90| 2.90000 103560.16 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0220 24260 90.000 TON | 23.00000 2070.00| 150.00000 13500.00| 100.00000 9000.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0230 24265 LUMP| 300000.00000 300000.00| 346500.00000 346500.00| 1500000.00000 1500000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC ... | | | 0240 24502 11.000 EA | 450.00000 4950.00| 500.00000 5500.00| 500.00000 5500.00 NS REMOVE EXIST. REMOVE EXIST. GR | | | TERMINAL | | | 0250 24601 10787.500 LF | 2.80000 30205.00| 3.00000 32362.50| 4.00000 43150.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : J60 -3 TABULATION OF BIDS CALL ORDER : J60 CONTRACT ID : C00098961N01 COUNTIES : CHESTERFIELD DINWIDDIE LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 PRINCE GEORGE SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) L015 |( 3 ) B850 |AMERICAN INFRASTRUCTURE-VA, |LEE HY PAVING CORPORATION |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24617 1037.500 LF | 20.00000 20750.00| 20.00000 20750.00| 25.00000 25937.50 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | EXISTING GR-2 | | | 0270 24617 4562.500 LF | 5.60000 25550.00| 6.00000 27375.00| 10.00000 45625.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | EXISTING W-BEAM | | | 0280 24640 3562.500 LF | 2.80000 9975.00| 25.00000 89062.50| 5.00000 17812.50 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0290 54032 26340.000 LF | 0.43000 11326.20| 0.60000 15804.00| 1.50000 39510.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0300 54037 70.000 LF | 1.00000 70.00| 1.10000 77.00| 3.00000 210.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0310 54076 32900.000 LF | 3.95000 129955.00| 3.85000 126665.00| 5.00000 164500.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0320 54077 4800.000 LF | 4.70000 22560.00| 5.50000 26400.00| 10.00000 48000.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0330 54105 5020.000 LF | 0.85000 4267.00| 1.00000 5020.00| 2.00000 10040.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0340 54217 600.000 EA | 21.00000 12600.00| 35.00000 21000.00| 55.00000 33000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 4,538,270.87| $ 4,683,623.16| $ 6,549,686.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,538,270.87| $ 4,683,623.16| $ 6,549,686.12 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R42 -1 TABULATION OF BIDS CALL ORDER : R42 CONTRACT ID : C00100494C01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/30/12 COMPLETION DATE PROJECT(S) : 9999-029-953,N501 FED # NONE CONTRACT DESCRIPTION: CONCRETE REPAIRS, VARIOUS SECONDARY ROADS FAIRFAX COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C400 ANCHOR CONSTR CORP OF DC(USED IN VA BY: ANCHOR CONSTR. CORP) $ 295,197.12 100.0000% 2 A477 ARTHUR CONSTRUCTION CO., INC. $ 368,650.00 124.8827% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 540,867.00 183.2223% 4 A648 A & M CONCRETE CORP. $ 575,717.00 195.0280% ==================================================================================================================================== |( 1 ) C400 |( 2 ) A477 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |ARTHUR CONSTRUCTION CO., IN |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 12020 10.000 LF | 42.00000 420.00| 40.00000 400.00| 100.00000 1000.00 STD. CURB CG-2 | | | 0020 12600 500.000 LF | 35.00000 17500.00| 30.00000 15000.00| 38.00000 19000.00 STD. COMB. CURB & GUTTER CG-6 | | | 0030 14100 160.000 SY | 8.20000 1312.00| 18.00000 2880.00| 25.00000 4000.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0040 14120 510.000 LF | 6.50000 3315.00| 10.00000 5100.00| 10.00000 5100.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0050 14162 30.000 SY | 3.50000 105.00| 10.00000 300.00| 12.00000 360.00 GEOTEXTILE DRAINAGE FABRIC | | | 0060 14270 50.000 TON | 16.50000 825.00| 28.00000 1400.00| 48.00000 2400.00 AGGR. MATL. NO. 25 OR 26 | | | 0070 14300 160.000 SY | 65.00000 10400.00| 45.00000 7200.00| 81.00000 12960.00 CEMENT CONCRETE SIDEWALK 4" | | | 0080 14380 25.000 TON | 200.00000 5000.00| 150.00000 3750.00| 359.00000 8975.00 PAVEMENT RESTORATION | | | 0090 14406 50.000 LF | 15.00000 750.00| 15.00000 750.00| 67.00000 3350.00 6" PIPE UNDERDRAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R42 -2 TABULATION OF BIDS CALL ORDER : R42 CONTRACT ID : C00100494C01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C400 |( 2 ) A477 |( 3 ) F034 |ANCHOR CONSTRUCTION CORPORA |ARTHUR CONSTRUCTION CO., IN |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 14410 3.000 EA | 500.00000 1500.00| 300.00000 900.00| 2608.00000 7824.00 CATCH BASIN TIE-IN | | | 0110 14440 200.000 LF | 4.50000 900.00| 5.00000 1000.00| 8.00000 1600.00 SAW CUT SIDEWALK | | | 0120 14450 220.000 LF | 5.50000 1210.00| 5.00000 1100.00| 8.00000 1760.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0130 14500 73.000 CY | 400.00000 29200.00| 1000.00000 73000.00| 1610.00000 117530.00 CLASS A-3 CONCRETE | | | 0140 14502 9450.000 LB | 2.50000 23625.00| 10.00000 94500.00| 1.00000 9450.00 REINFORCING STEEL | | | 0150 14504 68.000 EA | 832.00000 56576.00| 500.00000 34000.00| 1789.00000 121652.00 STEEL DROP INLET FRAME | | | 0160 24160 128.000 SF | 12.54000 1605.12| 40.00000 5120.00| 25.00000 3200.00 CONSTRUCTION SIGNS | | | 0170 24272 700.000 HR | 27.72000 19404.00| 40.00000 28000.00| 67.00000 46900.00 TRUCK MOUNTED ATTENUATOR | | | 0180 24278 11250.000 DAY | 1.00000 11250.00| 1.00000 11250.00| 1.00000 11250.00 GROUP 2 CHANNELIZING DEVICES | | | 0190 24279 100.000 HR | 20.00000 2000.00| 40.00000 4000.00| 35.00000 3500.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0200 24281 700.000 HR | 5.00000 3500.00| 10.00000 7000.00| 25.00000 17500.00 ELECTRONIC ARROW | | | 0210 24282 600.000 HR | 40.00000 24000.00| 25.00000 15000.00| 25.00000 15000.00 FLAGGER SERVICE | | | 0220 24810 2.000 EA | 1400.00000 2800.00| 3500.00000 7000.00| 1078.00000 2156.00 NS RESET EXIST. RESET EXIST. RESET DI | | | TOP | | | 0230 27461 300.000 EA | 180.00000 54000.00| 100.00000 30000.00| 300.00000 90000.00 INLET PROTECTION TYPE B | | | 0240 85004 800.000 LF | 30.00000 24000.00| 25.00000 20000.00| 43.00000 34400.00 NS NS REPLACE DI NOSE ANGLE IRON | | | SECTION TOTALS | $ 295,197.12| $ 368,650.00| $ 540,867.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,197.12| $ 368,650.00| $ 540,867.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R42 -3 TABULATION OF BIDS CALL ORDER : R42 CONTRACT ID : C00100494C01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 12020 10.000 LF | 190.00000 1900.00| | STD. CURB CG-2 | | | 0020 12600 500.000 LF | 50.00000 25000.00| | STD. COMB. CURB & GUTTER CG-6 | | | 0030 14100 160.000 SY | 34.00000 5440.00| | REMOVAL OF SIDEWALK AND ENTRANCE | | | 0040 14120 510.000 LF | 25.00000 12750.00| | REMOVAL OF COMB. CURB AND GUTTER | | | 0050 14162 30.000 SY | 14.00000 420.00| | GEOTEXTILE DRAINAGE FABRIC | | | 0060 14270 50.000 TON | 120.00000 6000.00| | AGGR. MATL. NO. 25 OR 26 | | | 0070 14300 160.000 SY | 140.00000 22400.00| | CEMENT CONCRETE SIDEWALK 4" | | | 0080 14380 25.000 TON | 190.00000 4750.00| | PAVEMENT RESTORATION | | | 0090 14406 50.000 LF | 65.00000 3250.00| | 6" PIPE UNDERDRAIN | | | 0100 14410 3.000 EA | 650.00000 1950.00| | CATCH BASIN TIE-IN | | | 0110 14440 200.000 LF | 8.00000 1600.00| | SAW CUT SIDEWALK | | | 0120 14450 220.000 LF | 8.00000 1760.00| | SAW CUT CURB, GUTTER AND ENTRANCES | | | 0130 14500 73.000 CY | 2200.00000 160600.00| | CLASS A-3 CONCRETE | | | 0140 14502 9450.000 LB | 3.50000 33075.00| | REINFORCING STEEL | | | 0150 14504 68.000 EA | 450.00000 30600.00| | STEEL DROP INLET FRAME | | | 0160 24160 128.000 SF | 24.00000 3072.00| | CONSTRUCTION SIGNS | | | 0170 24272 700.000 HR | 40.00000 28000.00| | TRUCK MOUNTED ATTENUATOR | | | 0180 24278 11250.000 DAY | 1.00000 11250.00| | GROUP 2 CHANNELIZING DEVICES | | | 0190 24279 100.000 HR | 35.00000 3500.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R42 -4 TABULATION OF BIDS CALL ORDER : R42 CONTRACT ID : C00100494C01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( ) |( ) |A & M CONCRETE CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 24281 700.000 HR | 5.00000 3500.00| | ELECTRONIC ARROW | | | 0210 24282 600.000 HR | 22.00000 13200.00| | FLAGGER SERVICE | | | 0220 24810 2.000 EA | 850.00000 1700.00| | NS RESET EXIST. RESET EXIST. RESET DI | | | TOP | | | 0230 27461 300.000 EA | 160.00000 48000.00| | INLET PROTECTION TYPE B | | | 0240 85004 800.000 LF | 190.00000 152000.00| | NS NS REPLACE DI NOSE ANGLE IRON | | | SECTION TOTALS | $ 575,717.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,717.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R43 -1 TABULATION OF BIDS CALL ORDER : R43 CONTRACT ID : C00100633N01 COUNTIES : FAIRFAX PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A ARLINGTON OTHERS CONTRACT TIME : 12/30/11 COMPLETION DATE PROJECT(S) : TS09-96A-115 FED # NONE CONTRACT DESCRIPTION: MAINTAIN AND REPLACE PAVEMENT MESSAGES (ON-CALL) NOVA DISTRICT-WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 268,131.00 100.0000% 2 T302 TRAFFIC LINES, INC. $ 295,356.80 110.1539% 3 B969 B & B SIGNAL CO., L.L.C. $ 302,797.50 112.9289% 4 R197 ROADMARK CORPORATION $ 581,724.00 216.9551% 5 M608 MIDLANTIC MARKING, INC. $ 2,552,080.00 951.8034% ==================================================================================================================================== |( 1 ) A231 |( 2 ) T302 |( 3 ) B969 |A ANNANDALE, INC. |TRAFFIC LINES, INC. |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 24160 132.000 SF | 1.00000 132.00| 455.00000 60060.00| 10.00000 1320.00 CONSTRUCTION SIGNS | | | 0020 24272 2880.000 HR | 1.00000 2880.00| 0.01000 28.80| 20.00000 57600.00 TRUCK MOUNTED ATTENUATOR | | | 0030 24278 5400.000 DAY | 0.01000 54.00| 0.01000 54.00| 0.50000 2700.00 GROUP 2 CHANNELIZING DEVICES | | | 0040 24279 5760.000 HR | 1.00000 5760.00| 0.01000 57.60| 5.00000 28800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 8640.000 HR | 1.00000 8640.00| 0.01000 86.40| 5.00000 43200.00 ELECTRONIC ARROW | | | 0060 54100 12500.000 LF | 7.00000 87500.00| 6.00000 75000.00| 5.00000 62500.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.1, 24" LINE, HASHD CRWLK, THERMO | | | 0070 54100 17595.000 LF | 7.00000 123165.00| 6.00000 105570.00| 4.50000 79177.50 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.1, 24" LINE, STOP BAR (THERMO) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R43 -2 TABULATION OF BIDS CALL ORDER : R43 CONTRACT ID : C00100633N01 COUNTIES : FAIRFAX PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A ARLINGTON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) T302 |( 3 ) B969 |A ANNANDALE, INC. |TRAFFIC LINES, INC. |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54100 12500.000 LF | 2.00000 25000.00| 3.00000 37500.00| 0.80000 10000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.1, 6" LINE, CROSSWALK THERMO | | | 0090 54101 100.000 EA | 150.00000 15000.00| 170.00000 17000.00| 175.00000 17500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | ELONGATED ARROW (PREFORMED) | | | SECTION TOTALS | $ 268,131.00| $ 295,356.80| $ 302,797.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,131.00| $ 295,356.80| $ 302,797.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R43 -3 TABULATION OF BIDS CALL ORDER : R43 CONTRACT ID : C00100633N01 COUNTIES : FAIRFAX PRINCE WILLIAM LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A ARLINGTON OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) R197 |( 5 ) M608 |( ) |ROADMARK CORPORATION |MIDLANTIC MARKING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 24160 132.000 SF | 5.00000 660.00| 80.00000 10560.00| CONSTRUCTION SIGNS | | | 0020 24272 2880.000 HR | 2.00000 5760.00| 60.00000 172800.00| TRUCK MOUNTED ATTENUATOR | | | 0030 24278 5400.000 DAY | 2.00000 10800.00| 20.00000 108000.00| GROUP 2 CHANNELIZING DEVICES | | | 0040 24279 5760.000 HR | 3.00000 17280.00| 250.00000 1440000.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 8640.000 HR | 2.00000 17280.00| 30.00000 259200.00| ELECTRONIC ARROW | | | 0060 54100 12500.000 LF | 15.20000 190000.00| 12.00000 150000.00| NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.1, 24" LINE, HASHD CRWLK, THERMO | | | 0070 54100 17595.000 LF | 15.20000 267444.00| 16.00000 281520.00| NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.1, 24" LINE, STOP BAR (THERMO) | | | 0080 54100 12500.000 LF | 3.80000 47500.00| 8.00000 100000.00| NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.1, 6" LINE, CROSSWALK THERMO | | | 0090 54101 100.000 EA | 250.00000 25000.00| 300.00000 30000.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | ELONGATED ARROW (PREFORMED) | | | SECTION TOTALS | $ 581,724.00| $ 2,552,080.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 581,724.00| $ 2,552,080.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R46 -1 TABULATION OF BIDS CALL ORDER : R46 CONTRACT ID : C00097622N01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/22/11 COMPLETION DATE PROJECT(S) : 0691-029-909, N501 FED # NONE CONTRACT DESCRIPTION: SCOUR RETROFIT AT ROUTE 691 OVER LITTLE PIMMIT RUN FROM: 0.18 MILES EAST OF OLD DOMINION DRIVE (RTE. 309) TO: 0.24 MILES EAST OF OLD DOMINION DRIVE (RTE. 309) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 N999 NEW LOOK CONSTRUCTION, LLC $ 108,308.50 100.0000% 2 M813 MCCLAIN & CO., INC. $ 118,613.10 109.5141% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 201,229.00 185.7924% 4 A648 A & M CONCRETE CORP. $ 223,647.00 206.4907% 5 C1094 CORINTHIAN CONTRACTORS, INC. $ 375,705.20 346.8843% ==================================================================================================================================== |( 1 ) N999 |( 2 ) M813 |( 3 ) F034 |NEW LOOK CONSTRUCTION, LLC |MCCLAIN & CO., INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| 14400.00000 14400.00 MOBILIZATION | | | 0020 00101 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0040 00120 33.000 CY | 32.50000 1072.50| 73.00000 2409.00| 89.00000 2937.00 REGULAR EXCAVATION | | | 0050 00162 LUMP| 2900.00000 2900.00| 1800.00000 1800.00| 6500.00000 6500.00 NS ACCESS ROAD ACCESS ROAD STABILIZED | | | CONSTRUCTION ENTRNCE | | | 0060 09150 28.000 TON | 42.00000 1176.00| 64.00000 1792.00| 65.00000 1820.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 13543 675.000 SF | 19.50000 13162.50| 15.00000 10125.00| 25.00000 16875.00 NS WALL WALL ARTICULATED CONCRETE BLOCK | | | 0080 23560 100.000 LF | 2.00000 200.00| 5.00000 500.00| 25.00000 2500.00 TEMP. SAFETY FENCE 4' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R46 -2 TABULATION OF BIDS CALL ORDER : R46 CONTRACT ID : C00097622N01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) N999 |( 2 ) M813 |( 3 ) F034 |NEW LOOK CONSTRUCTION, LLC |MCCLAIN & CO., INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24160 228.000 SF | 12.00000 2736.00| 15.00000 3420.00| 19.00000 4332.00 CONSTRUCTION SIGNS | | | 0100 24278 570.000 DAY | 1.25000 712.50| 1.50000 855.00| 4.00000 2280.00 GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 128.000 HR | 16.00000 2048.00| 30.00000 3840.00| 25.00000 3200.00 FLAGGER SERVICE | | | 0120 24290 179.000 LF | 23.00000 4117.00| 30.00000 5370.00| 55.00000 9845.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0130 24617 75.000 LF | 15.00000 1125.00| 40.00000 3000.00| 40.00000 3000.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE EXISTING GUARDRAIL | | | 0140 27023 270.000 CY | 28.00000 7560.00| 48.00000 12960.00| 40.00000 10800.00 TOPSOIL CLASS B | | | 0150 27102 170.000 LB | 8.50000 1445.00| 8.50000 1445.00| 32.00000 5440.00 REGULAR SEED | | | 0160 27284 100.000 SY | 2.50000 250.00| 1.65000 165.00| 12.00000 1200.00 EROSION CONTROL MULCH | | | 0170 27321 670.000 SY | 3.00000 2010.00| 2.00000 1340.00| 10.00000 6700.00 PROTECTIVE COVERING EC-2 | | | 0180 27336 170.000 SY | 3.00000 510.00| 4.00000 680.00| 35.00000 5950.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | 0190 27340 45.000 CY | 35.00000 1575.00| 96.00000 4320.00| 80.00000 3600.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0200 27415 2.000 EA | 350.00000 700.00| 64.00000 128.00| 500.00000 1000.00 CHECK DAM(ROCK) TY. II | | | 0210 27422 2.000 EA | 3800.00000 7600.00| 1400.00000 2800.00| 5800.00000 11600.00 DEWATERING BASIN | | | 0220 27500 400.000 SY | 2.50000 1000.00| 2.50000 1000.00| 10.00000 4000.00 GEOTEXTILE FABRIC | | | 0230 27505 500.000 LF | 3.00000 1500.00| 1.00000 500.00| 4.00000 2000.00 TEMP. SILT FENCE | | | 0240 27508 200.000 LF | 18.00000 3600.00| 20.75000 4150.00| 15.00000 3000.00 NS COFFERDAMS COFFERDAMS SANDBAG BERM | | | (3') | | | 0250 33215 25.000 EA | 32.00000 800.00| 40.00000 1000.00| 75.50000 1887.50 REDOSIER DOGWOOD 4' | | | 0260 33495 25.000 EA | 76.00000 1900.00| 40.00000 1000.00| 75.50000 1887.50 WITCH HAZEL 4' | | | 0270 38900 25.000 EA | 75.00000 1875.00| 38.00000 950.00| 75.50000 1887.50 NS PLANT OR TREE PLANT OR TREE BEAUTY | | | BERRY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R46 -3 TABULATION OF BIDS CALL ORDER : R46 CONTRACT ID : C00097622N01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) N999 |( 2 ) M813 |( 3 ) F034 |NEW LOOK CONSTRUCTION, LLC |MCCLAIN & CO., INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 38900 25.000 EA | 71.00000 1775.00| 48.00000 1200.00| 75.50000 1887.50 NS PLANT OR TREE PLANT OR TREE HAZEL NU | | | 0290 38950 366.000 EA | 4.00000 1464.00| 2.75000 1006.50| 45.00000 16470.00 NS LANDSCAPE LANDSCAPE WILLOW STAKE | | | 0300 39004 1.400 LB | 300.00000 420.00| 9.00000 12.60| 100.00000 140.00 NS SEED MIXTURE SEED MIXTURE RIPARIAN | | | BUFFER SEED MIX | | | 0310 60404 10.000 CY | 700.00000 7000.00| 880.00000 8800.00| 1485.00000 14850.00 CONCRETE CLASS A4 | | | 0320 69627 300.000 TON | 48.00000 14400.00| 64.00000 19200.00| 54.00000 16200.00 DRY RIPRAP CL. I | | | 0330 70010 670.000 SY | 2.50000 1675.00| 3.50000 2345.00| 12.00000 8040.00 SITE RESTORATION | | | SECTION TOTALS | $ 108,308.50| $ 118,613.10| $ 201,229.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,308.50| $ 118,613.10| $ 201,229.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R46 -4 TABULATION OF BIDS CALL ORDER : R46 CONTRACT ID : C00097622N01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( 5 ) C1094 |( ) |A & M CONCRETE CORP. |CORINTHIAN CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 15000.00000 15000.00| 38000.00000 38000.00| MOBILIZATION | | | 0020 00101 LUMP| 3600.00000 3600.00| 30000.00000 30000.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 9500.00000 9500.00| 58000.00000 58000.00| CLEARING AND GRUBBING | | | 0040 00120 33.000 CY | 160.00000 5280.00| 120.00000 3960.00| REGULAR EXCAVATION | | | 0050 00162 LUMP| 7000.00000 7000.00| 6500.00000 6500.00| NS ACCESS ROAD ACCESS ROAD STABILIZED | | | CONSTRUCTION ENTRNCE | | | 0060 09150 28.000 TON | 220.00000 6160.00| 110.00000 3080.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 13543 675.000 SF | 90.00000 60750.00| 120.00000 81000.00| NS WALL WALL ARTICULATED CONCRETE BLOCK | | | 0080 23560 100.000 LF | 5.00000 500.00| 14.00000 1400.00| TEMP. SAFETY FENCE 4' | | | 0090 24160 228.000 SF | 20.00000 4560.00| 27.00000 6156.00| CONSTRUCTION SIGNS | | | 0100 24278 570.000 DAY | 0.75000 427.50| 12.00000 6840.00| GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 128.000 HR | 20.00000 2560.00| 35.00000 4480.00| FLAGGER SERVICE | | | 0120 24290 179.000 LF | 48.00000 8592.00| 91.00000 16289.00| TRAFFIC BARRIER SERVICE CONCRETE | | | 0130 24617 75.000 LF | 44.00000 3300.00| 18.00000 1350.00| NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE EXISTING GUARDRAIL | | | 0140 27023 270.000 CY | 69.00000 18630.00| 58.00000 15660.00| TOPSOIL CLASS B | | | 0150 27102 170.000 LB | 27.00000 4590.00| 3.00000 510.00| REGULAR SEED | | | 0160 27284 100.000 SY | 4.00000 400.00| 11.00000 1100.00| EROSION CONTROL MULCH | | | 0170 27321 670.000 SY | 3.25000 2177.50| 2.00000 1340.00| PROTECTIVE COVERING EC-2 | | | 0180 27336 170.000 SY | 10.00000 1700.00| 14.00000 2380.00| TEMP. DIVERSION CHANNEL LINING CL. A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R46 -5 TABULATION OF BIDS CALL ORDER : R46 CONTRACT ID : C00097622N01 COUNTIES : FAIRFAX LETTING DATE : 07/27/11 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) A648 |( 5 ) C1094 |( ) |A & M CONCRETE CORP. |CORINTHIAN CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 27340 45.000 CY | 120.00000 5400.00| 38.00000 1710.00| TEMP. DIVERSION CHANNEL EXCAVATION | | | 0200 27415 2.000 EA | 450.00000 900.00| 940.00000 1880.00| CHECK DAM(ROCK) TY. II | | | 0210 27422 2.000 EA | 650.00000 1300.00| 2800.00000 5600.00| DEWATERING BASIN | | | 0220 27500 400.000 SY | 3.00000 1200.00| 3.00000 1200.00| GEOTEXTILE FABRIC | | | 0230 27505 500.000 LF | 3.00000 1500.00| 7.00000 3500.00| TEMP. SILT FENCE | | | 0240 27508 200.000 LF | 40.00000 8000.00| 66.00000 13200.00| NS COFFERDAMS COFFERDAMS SANDBAG BERM | | | (3') | | | 0250 33215 25.000 EA | 35.00000 875.00| 250.00000 6250.00| REDOSIER DOGWOOD 4' | | | 0260 33495 25.000 EA | 35.00000 875.00| 250.00000 6250.00| WITCH HAZEL 4' | | | 0270 38900 25.000 EA | 35.00000 875.00| 250.00000 6250.00| NS PLANT OR TREE PLANT OR TREE BEAUTY | | | BERRY | | | 0280 38900 25.000 EA | 50.00000 1250.00| 250.00000 6250.00| NS PLANT OR TREE PLANT OR TREE HAZEL NU | | | 0290 38950 366.000 EA | 7.50000 2745.00| 31.00000 11346.00| NS LANDSCAPE LANDSCAPE WILLOW STAKE | | | 0300 39004 1.400 LB | 250.00000 350.00| 3.00000 4.20| NS SEED MIXTURE SEED MIXTURE RIPARIAN | | | BUFFER SEED MIX | | | 0310 60404 10.000 CY | 430.00000 4300.00| 386.00000 3860.00| CONCRETE CLASS A4 | | | 0320 69627 300.000 TON | 120.00000 36000.00| 61.00000 18300.00| DRY RIPRAP CL. I | | | 0330 70010 670.000 SY | 5.00000 3350.00| 18.00000 12060.00| SITE RESTORATION | | | SECTION TOTALS | $ 223,647.00| $ 375,705.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,647.00| $ 375,705.20| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R47 -1 TABULATION OF BIDS CALL ORDER : R47 CONTRACT ID : C00094936N01 COUNTIES : LUNENBURG AMELIA LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/22/11 COMPLETION DATE PROJECT(S) : 9999-964-711, N501, D612, D6 FED # NONE CONTRACT DESCRIPTION: PIPE REPLACEMENT RTE 600 AND RTE 657 FROM: AMELIA COUNTY - RTE 657 TO: LUNENBURG COUNTY - RTE 600 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 340,032.50 100.0000% 2 W210 BURLEIGH CONSTRUCTION CO., INC. $ 357,950.00 105.2693% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 523,966.00 154.0929% ==================================================================================================================================== |( 1 ) D172 |( 2 ) W210 |( 3 ) A013 |DLB, INC. |BURLEIGH CONSTRUCTION CO.,I |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 00211 1449.000 CY | 5.50000 7969.50| 70.00000 101430.00| 24.00000 34776.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0020 00525 106.000 CY | 690.00000 73140.00| 1000.00000 106000.00| 1400.00000 148400.00 CONCRETE CLASS A3 MISC. | | | 0030 02090 152.000 LF | 745.00000 113240.00| 325.00000 49400.00| 1120.00000 170240.00 NS PIPE PIPE 78" PIPE (METHOD B) | | | 0040 02090 86.000 LF | 995.00000 85570.00| 350.00000 30100.00| 1125.00000 96750.00 NS PIPE PIPE 84" PIPE (METHOD B) | | | 0050 10065 100.000 TON | 84.50000 8450.00| 50.00000 5000.00| 65.00000 6500.00 AGGR. MATL. NO. 1 | | | 0060 13320 125.000 LF | 29.00000 3625.00| 30.00000 3750.00| 22.00000 2750.00 GUARDRAIL GR-2 | | | 0070 13345 4.000 EA | 3279.00000 13116.00| 3000.00000 12000.00| 3600.00000 14400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13355 150.000 LF | 35.00000 5250.00| 35.00000 5250.00| 34.00000 5100.00 GUARDRAIL GR-10 | | | 0090 13400 475.000 LF | 8.00000 3800.00| 30.00000 14250.00| 10.00000 4750.00 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R47 -2 TABULATION OF BIDS CALL ORDER : R47 CONTRACT ID : C00094936N01 COUNTIES : LUNENBURG AMELIA LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) W210 |( 3 ) A013 |DLB, INC. |BURLEIGH CONSTRUCTION CO.,I |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24260 30.000 TON | 50.00000 1500.00| 39.00000 1170.00| 40.00000 1200.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0110 24502 4.000 EA | 293.00000 1172.00| 400.00000 1600.00| 400.00000 1600.00 NS REMOVE EXIST. REMOVE EXIST. REMOVE | | | EXISTING GUARDRAIL TERMINAL | | | 0120 24601 250.000 LF | 5.00000 1250.00| 5.00000 1250.00| 5.00000 1250.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE EXISTING GUARDRAIL | | | 0130 69627 450.000 TON | 47.00000 21150.00| 55.00000 24750.00| 77.00000 34650.00 DRY RIPRAP CL. I | | | 0140 27505 400.000 LF | 2.00000 800.00| 5.00000 2000.00| 4.00000 1600.00 TEMP. SILT FENCE | | | SECTION TOTALS | $ 340,032.50| $ 357,950.00| $ 523,966.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,032.50| $ 357,950.00| $ 523,966.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R49 -1 TABULATION OF BIDS CALL ORDER : R49 CONTRACT ID : C00099500N01 COUNTIES : RICHMOND LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/17/12 COMPLETION DATE PROJECT(S) : 9999-964-185, N501 FED # NONE CONTRACT DESCRIPTION: PAVEMENT MARKING REPLACEMENT ON CALL DISTRICT WIDE VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 397,422.95 100.0000% 2 R967 ROADSAFE TRAFFIC SYSTEMS, INC. $ 403,256.50 101.4678% 3 A456 A & G ENTERPRISES, INC. $ 428,132.00 107.7270% ==================================================================================================================================== |( 1 ) A231 |( 2 ) R967 |( 3 ) A456 |A ANNANDALE, INC. |ROADSAFE TRAFFIC SYSTEMS, I |A & G ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 10.000 EA | 1500.00000 15000.00| 600.00000 6000.00| 1200.00000 12000.00 NS MOBILIZATION MOBILIZATION SITE MOB. | | | 0020 24160 394.000 SF | 1.00000 394.00| 15.00000 5910.00| 1.00000 394.00 CONSTRUCTION SIGNS | | | 0030 24272 600.000 HR | 1.00000 600.00| 25.00000 15000.00| 30.00000 18000.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 499.000 DAY | 1.00000 499.00| 1.00000 499.00| 2.00000 998.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 352.000 HR | 1.00000 352.00| 25.00000 8800.00| 10.00000 3520.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 411.000 HR | 1.00000 411.00| 5.00000 2055.00| 5.00000 2055.00 ELECTRONIC ARROW | | | 0070 24282 350.000 HR | 1.00000 350.00| 65.00000 22750.00| 100.00000 35000.00 FLAGGER SERVICE | | | 0080 54020 50000.000 LF | 0.19000 9500.00| 0.12000 6000.00| 0.25000 12500.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0090 54022 2000.000 LF | 0.27000 540.00| 0.14000 280.00| 0.50000 1000.00 TYPE A PAVEMENT LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/13/11 PAGE : R49 -2 TABULATION OF BIDS CALL ORDER : R49 CONTRACT ID : C00099500N01 COUNTIES : RICHMOND LETTING DATE : 07/27/11 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) R967 |( 3 ) A456 |A ANNANDALE, INC. |ROADSAFE TRAFFIC SYSTEMS, I |A & G ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54024 1500.000 LF | 0.35000 525.00| 0.16000 240.00| 1.00000 1500.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0110 54032 10000.000 LF | 0.58000 5800.00| 0.45000 4500.00| 0.65000 6500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54034 20000.000 LF | 1.32000 26400.00| 0.65000 13000.00| 0.75000 15000.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54037 4000.000 LF | 1.16000 4640.00| 0.85000 3400.00| 2.00000 8000.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0140 54040 200.000 LF | 4.00000 800.00| 1.65000 330.00| 5.00000 1000.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0150 54042 5000.000 LF | 8.00000 40000.00| 5.20000 26000.00| 10.00000 50000.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0160 54076 5000.000 LF | 3.00000 15000.00| 3.95000 19750.00| 4.50000 22500.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0170 54101 10.000 EA | 625.00000 6250.00| 130.00000 1300.00| 1500.00000 15000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | LANE-REDUCTION ARROW | | | 0180 54105 50000.000 LF | 0.68000 34000.00| 0.65000 32500.00| 0.40000 20000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0190 54210 800.000 EA | 22.00000 17600.00| 40.00000 32000.00| 12.00000 9600.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0200 54216 8995.000 EA | 15.61000 140411.95| 14.00000 125930.00| 12.00000 107940.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0210 54217 1250.000 EA | 26.00000 32500.00| 21.25000 26562.50| 27.00000 33750.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0220 54300 100.000 EA | 65.00000 6500.00| 85.00000 8500.00| 100.00000 10000.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0230 54310 95.000 EA | 130.00000 12350.00| 160.00000 15200.00| 125.00000 11875.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0240 54400 50.000 EA | 300.00000 15000.00| 250.00000 12500.00| 400.00000 20000.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0250 54401 10.000 EA | 600.00000 6000.00| 675.00000 6750.00| 600.00000 6000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0260 54404 10.000 EA | 600.00000 6000.00| 750.00000 7500.00| 400.00000 4000.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 397,422.95| $ 403,256.50| $ 428,132.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,422.95| $ 403,256.50| $ 428,132.00 ====================================================================================================================================