BID TABULATIONS OCTOBER 24, 2012 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following project has been rejected: ORDER NO. PROJECT A99 (NFO)0197-043-101,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 : 12/07/12 PAGE : A34 -1 TABULATION OF BIDS CALL ORDER : A34 CONTRACT ID : C00096756D03 COUNTIES : SALEM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/14/14 COMPLETION DATE PROJECT(S) : (NFO)BR02-962-089, D603 FED # BR-BR02(315) CONTRACT DESCRIPTION: CULVERT REPLACEMENTS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 1,087,779.63 100.0000% 2 C1334 CROSSROADS BRIDGE INC $ 1,408,175.72 129.4541% 3 B991 BORING CONTRACTORS, INC. $ 1,776,762.75 163.3385% 4 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 1,795,343.22 165.0466% 5 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,977,431.80 181.7861% ==================================================================================================================================== |( 1 ) D172 |( 2 ) C1334 |( 3 ) B991 |DLB, INC. |CROSSROADS BRIDGE INC. |BORING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 84250.00000 84250.00| 100000.00000 100000.00| 60000.00000 60000.00 MOBILIZATION | | | 0020 00101 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| 35000.00000 35000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00124 102.000 CY | 89.00000 9078.00| 110.00000 11220.00| 95.00000 9690.00 ROCK EXCAVATION | | | 0040 00160 LUMP| 13712.00000 13712.00| 27000.00000 27000.00| 40000.00000 40000.00 NS GRADING GRADING STR. NO. 17-6379 | | | 0050 00160 LUMP| 18670.00000 18670.00| 32000.00000 32000.00| 40000.00000 40000.00 NS GRADING GRADING STR. NO. 31-6168 | | | 0060 00160 LUMP| 28626.00000 28626.00| 57000.00000 57000.00| 40000.00000 40000.00 NS GRADING GRADING STR. NO. 33-1048 | | | 0070 00160 LUMP| 39505.00000 39505.00| 47000.00000 47000.00| 40000.00000 40000.00 NS GRADING GRADING STR. NO. 70-1044 | | | 0080 00160 LUMP| 26321.00000 26321.00| 42000.00000 42000.00| 40000.00000 40000.00 NS GRADING GRADING STR. NO. 70-6303 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A34 -2 TABULATION OF BIDS CALL ORDER : A34 CONTRACT ID : C00096756D03 COUNTIES : SALEM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) C1334 |( 3 ) B991 |DLB, INC. |CROSSROADS BRIDGE INC. |BORING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00212 1724.000 CY | 14.15000 24394.60| 19.00000 32756.00| 45.00000 77580.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0100 00505 100.000 TON | 57.25000 5725.00| 35.00000 3500.00| 30.00000 3000.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0110 00523 45.000 LF | 1536.00000 69120.00| 2450.00000 110250.00| 3000.00000 135000.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT MONOLITHIC DOUBLE 5'X5' | | | 0120 00523 50.000 LF | 1607.00000 80350.00| 2200.00000 110000.00| 3000.00000 150000.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT MONOLITHIC DOUBLE 7'X6' | | | 0130 00523 102.000 LF | 2030.00000 207060.00| 2500.00000 255000.00| 3500.00000 357000.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT MONOLITHIC DOUBLE 8'X6' | | | 0140 00523 61.000 LF | 1231.00000 75091.00| 1650.00000 100650.00| 2800.00000 170800.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT SINGLE 8'X6' | | | 0150 00700 125.000 LF | 7.00000 875.00| 10.00000 1250.00| 10.00000 1250.00 POST INSTALLATION INSPECTION | | | 0160 01240 45.000 LF | 50.00000 2250.00| 62.00000 2790.00| 55.00000 2475.00 24" PIPE | | | 0170 01720 80.000 LF | 124.00000 9920.00| 135.00000 10800.00| 160.00000 12800.00 72" PIPE | | | 0180 09148 3.000 TON | 121.00000 363.00| 100.00000 300.00| 40.00000 120.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0190 09150 962.000 TON | 40.00000 38480.00| 45.00000 43290.00| 40.00000 38480.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0200 10065 62.000 TON | 41.50000 2573.00| 43.50000 2697.00| 35.00000 2170.00 AGGR. MATL. NO. 1 | | | 0210 10128 494.000 TON | 37.00000 18278.00| 46.00000 22724.00| 30.00000 14820.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0220 10635 116.000 TON | 300.00000 34800.00| 300.00000 34800.00| 473.50000 54926.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0230 10642 136.000 TON | 275.00000 37400.00| 275.00000 37400.00| 462.75000 62934.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0240 11070 162.000 LF | 2.00000 324.00| 6.00000 972.00| 5.00000 810.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0250 13496 990.000 LF | 8.00000 7920.00| 14.50000 14355.00| 60.00000 59400.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A34 -3 TABULATION OF BIDS CALL ORDER : A34 CONTRACT ID : C00096756D03 COUNTIES : SALEM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) C1334 |( 3 ) B991 |DLB, INC. |CROSSROADS BRIDGE INC. |BORING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13611 12.000 EA | 6401.00000 76812.00| 4800.00000 57600.00| 1000.00000 12000.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0270 24152 30.000 EA | 285.00000 8550.00| 250.00000 7500.00| 1000.00000 30000.00 TYPE III BARRICADE 8' | | | 0280 24160 1647.000 SF | 21.00000 34587.00| 18.00000 29646.00| 16.00000 26352.00 CONSTRUCTION SIGNS | | | 0290 24260 264.000 TON | 25.50000 6732.00| 38.00000 10032.00| 30.00000 7920.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0300 24278 3755.000 DAY | 0.75000 2816.25| 1.50000 5632.50| 3.00000 11265.00 GROUP 2 CHANNELIZING DEVICES | | | 0310 24282 144.000 HR | 15.50000 2232.00| 20.00000 2880.00| 25.00000 3600.00 FLAGGER SERVICE | | | 0320 24288 2040.000 DAY | 2.15000 4386.00| 1.95000 3978.00| 3.00000 6120.00 WARNING LIGHT TY. B | | | 0330 26127 511.000 TON | 36.00000 18396.00| 46.00000 23506.00| 45.00000 22995.00 DRY RIPRAP CL.I 26" | | | 0340 27102 111.000 LB | 22.00000 2442.00| 23.00000 2553.00| 23.00000 2553.00 REGULAR SEED | | | 0350 27103 70.000 LB | 18.50000 1295.00| 17.00000 1190.00| 19.55000 1368.50 OVERSEEDING | | | 0360 27104 15.000 LB | 27.25000 408.75| 28.00000 420.00| 28.75000 431.25 LEGUME SEED | | | 0370 27105 10.000 LB | 22.00000 220.00| 20.00000 200.00| 23.00000 230.00 LEGUME OVERSEEDING | | | 0380 27210 5.000 TON | 1850.00000 9250.00| 1875.00000 9375.00| 1955.00000 9775.00 FERTILIZER(10-20-10) | | | 0390 27250 5.000 TON | 130.00000 650.00| 135.00000 675.00| 138.00000 690.00 LIME | | | 0400 27337 1038.000 SY | 17.50000 18165.00| 42.00000 43596.00| 42.00000 43596.00 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0410 27340 872.000 CY | 15.60000 13603.20| 20.00000 17440.00| 38.00000 33136.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0420 27430 212.000 CY | 9.40000 1992.80| 0.01000 2.12| 2.00000 424.00 SILTATION CONTROL EXCAVATION | | | 0430 27505 1247.000 LF | 2.15000 2681.05| 3.50000 4364.50| 3.00000 3741.00 TEMP. SILT FENCE | | | 0440 51980 LUMP| 14155.00000 14155.00| 25000.00000 25000.00| 50000.00000 50000.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL STR. NO. 33-1048 | | | (TEMPORARY) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A34 -4 TABULATION OF BIDS CALL ORDER : A34 CONTRACT ID : C00096756D03 COUNTIES : SALEM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) C1334 |( 3 ) B991 |DLB, INC. |CROSSROADS BRIDGE INC. |BORING CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 51980 LUMP| 14155.00000 14155.00| 25000.00000 25000.00| 50000.00000 50000.00 NS TRAFFIC CONTROL SIGNAL TRAFFIC | | | CONTROL SIGNAL STR. NO. 70-1044 | | | (TEMPORARY) | | | 0460 54020 2340.000 LF | 2.00000 4680.00| 4.50000 10530.00| 2.25000 5265.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0470 54510 1092.000 LF | 1.58000 1725.36| 2.05000 2238.60| 1.75000 1911.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0480 54514 922.000 LF | 3.21000 2959.62| 3.50000 3227.00| 3.50000 3227.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0490 54522 144.000 LF | 12.50000 1800.00| 12.75000 1836.00| 13.25000 1908.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | SECTION TOTALS | $ 1,087,779.63| $ 1,408,175.72| $ 1,776,762.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,087,779.63| $ 1,408,175.72| $ 1,776,762.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A90 -1 TABULATION OF BIDS CALL ORDER : A90 CONTRACT ID : C00077262M01 COUNTIES : ARLINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 09/16/13 COMPLETION DATE PROJECT(S) : (FO)0395-000-108, M501 FED # CM-395-4(174) CONTRACT DESCRIPTION: EADS STREET EXIT RAMP IMPROVEMENT BEGINNING OF EXIT GORE EADS STREET SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A648 A & M CONCRETE CORP. $ 1,158,088.40 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,263,403.31 109.0939% 3 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 1,339,447.00 115.6602% 4 A860 ARDENT COMPANY, LLC $ 1,923,200.00 166.0668% ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) S018 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY, LL 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| 75000.00000 75000.00| 42200.00000 42200.00| 97000.00000 97000.00 MOBILIZATION | | | 0020 00102 LUMP| 5800.00000 5800.00| 7215.00000 7215.00| 24000.00000 24000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 2017.000 CY | 42.00000 84714.00| 40.00000 80680.00| 40.00000 80680.00 REGULAR EXCAVATION | | | 0040 00272 373.000 CY | 70.00000 26110.00| 63.50000 23685.50| 85.00000 31705.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0050 00355 1076.000 SY | 2.90000 3120.40| 7.00000 7532.00| 5.00000 5380.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0060 00525 7.000 CY | 675.00000 4725.00| 900.00000 6300.00| 600.00000 4200.00 CONCRETE CLASS A3 MISC. | | | 0070 00529 10.000 CY | 395.00000 3950.00| 198.00000 1980.00| 275.00000 2750.00 FLOWABLE BACKFILL | | | 0080 00588 379.000 LF | 13.00000 4927.00| 20.00000 7580.00| 12.00000 4548.00 UNDERDRAIN UD-4 | | | 0090 00700 350.000 LF | 4.50000 1575.00| 12.00000 4200.00| 4.00000 1400.00 POST INSTALLATION INSPECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A90 -2 TABULATION OF BIDS CALL ORDER : A90 CONTRACT ID : C00077262M01 COUNTIES : ARLINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) S018 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 01156 98.000 LF | 174.00000 17052.00| 348.00000 34104.00| 175.00000 17150.00 STORM SEWER PIPE 15" | | | 0110 01186 252.000 LF | 94.00000 23688.00| 129.00000 32508.00| 175.00000 44100.00 STORM SEWER PIPE 18" | | | 0120 06750 1.000 EA | 7200.00000 7200.00| 7273.00000 7273.00| 6000.00000 6000.00 DROP INLET DI-2B,L=10' | | | 0130 07506 1.000 EA | 5800.00000 5800.00| 7273.00000 7273.00| 4500.00000 4500.00 DROP INLET DI-5 | | | 0140 09056 20.900 LF | 900.00000 18810.00| 1439.00000 30075.10| 700.00000 14630.00 MANHOLE MH-1 OR 2 | | | 0150 09057 3.000 EA | 600.00000 1800.00| 270.00000 810.00| 600.00000 1800.00 FRAME & COVER MH-1 | | | 0160 09185 40.000 SY | 72.00000 2880.00| 52.00000 2080.00| 80.00000 3200.00 PAVED DITCH PG-2A | | | 0170 10011 20.000 TON | 214.00000 4280.00| 510.00000 10200.00| 1.00000 20.00 HYDRAULIC CEMENT | | | 0180 10123 501.000 TON | 44.00000 22044.00| 31.00000 15531.00| 45.00000 22545.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0190 10610 155.000 TON | 90.00000 13950.00| 103.25000 16003.75| 90.00000 13950.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0200 10628 1440.000 SY | 6.00000 8640.00| 6.13000 8827.20| 6.00000 8640.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0210 10636 200.000 TON | 114.00000 22800.00| 115.57000 23114.00| 115.00000 23000.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0220 10642 432.000 TON | 83.00000 35856.00| 103.04000 44513.28| 85.00000 36720.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0230 11070 931.000 LF | 3.00000 2793.00| 1.85000 1722.35| 3.00000 2793.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0240 12030 368.000 LF | 24.00000 8832.00| 18.41000 6774.88| 22.00000 8096.00 STD. CURB CG-3 | | | 0250 12700 127.000 LF | 22.00000 2794.00| 25.28000 3210.56| 22.00000 2794.00 STD. COMB. CURB & GUTTER CG-7 | | | 0260 12710 25.000 LF | 28.00000 700.00| 25.28000 632.00| 30.00000 750.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0270 13315 1.000 EA | 1100.00000 1100.00| 1100.00000 1100.00| 1200.00000 1200.00 GUARDRAIL TERMINAL GR-11 | | | 0280 13320 377.000 LF | 28.50000 10744.50| 27.50000 10367.50| 28.00000 10556.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A90 -3 TABULATION OF BIDS CALL ORDER : A90 CONTRACT ID : C00077262M01 COUNTIES : ARLINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) S018 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 13383 1.000 EA | 3400.00000 3400.00| 3300.00000 3300.00| 3250.00000 3250.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0300 13462 324.000 LF | 70.00000 22680.00| 99.90000 32367.60| 90.00000 29160.00 MEDIAN BARRIER MB-7F | | | 0310 13496 1234.000 LF | 44.00000 54296.00| 15.00000 18510.00| 20.00000 24680.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0320 13570 3250.000 S.F.| 155.00000 503750.00| 176.00000 572000.00| 196.50000 638625.00 NS RETAINING WALL RETAINING WALL | | | SOLDIER PILE | | | 0330 13607 1.000 EA | 18500.00000 18500.00| 36736.00000 36736.00| 25000.00000 25000.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0340 13710 1.000 EA | 10000.00000 10000.00| 8000.00000 8000.00| 8000.00000 8000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | TYPE II-17, TL-3, >45MPH | | | 0350 14120 414.000 LF | 8.00000 3312.00| 5.55000 2297.70| 6.00000 2484.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0360 22643 325.000 LF | 16.00000 5200.00| 33.30000 10822.50| 17.00000 5525.00 FENCE FE-CL | | | 0370 24160 152.000 SF | 21.00000 3192.00| 20.00000 3040.00| 25.00000 3800.00 CONSTRUCTION SIGNS | | | 0380 24278 1440.000 DAY | 1.00000 1440.00| 1.00000 1440.00| 3.00000 4320.00 GROUP 2 CHANNELIZING DEVICES | | | 0390 24281 2136.000 HR | 1.50000 3204.00| 3.75000 8010.00| 3.00000 6408.00 ELECTRONIC ARROW | | | 0400 24430 175.000 SY | 12.00000 2100.00| 10.00000 1750.00| 15.00000 2625.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0410 24600 257.000 LF | 9.00000 2313.00| 8.88000 2282.16| 10.00000 2570.00 REMOVE EXISTING GUARDRAIL | | | 0420 24703 219.000 LF | 38.00000 8322.00| 53.00000 11607.00| 30.00000 6570.00 NS REMOVE EXIST REMOVE EXIST. 15" CONC. | | | PIPE | | | 0430 24801 1.000 EA | 1200.00000 1200.00| 1957.00000 1957.00| 1200.00000 1200.00 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET CURB DROP INLET | | | 0440 24825 2.000 EA | 3200.00000 6400.00| 5154.00000 10308.00| 3000.00000 6000.00 NS MODIFY EXIST. MODIFY EXIST. CONVERT | | | TO MANHOLE | | | 0450 24831 2.000 EA | 2100.00000 4200.00| 4225.00000 8450.00| 700.00000 1400.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET CONNECT STORM PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A90 -4 TABULATION OF BIDS CALL ORDER : A90 CONTRACT ID : C00077262M01 COUNTIES : ARLINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) S018 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 27012 0.050 ACRE| 15000.00000 750.00| 14985.00000 749.25| 23000.00000 1150.00 TOPSOIL CLASS A 2" | | | 0470 27102 10.000 LB | 34.00000 340.00| 13.32000 133.20| 30.00000 300.00 REGULAR SEED | | | 0480 27103 7.000 LB | 38.00000 266.00| 13.32000 93.24| 30.00000 210.00 OVERSEEDING | | | 0490 27215 1.000 TON | 950.00000 950.00| 2220.00000 2220.00| 600.00000 600.00 FERTILIZER(15-30-15) | | | 0500 27250 1.000 TON | 350.00000 350.00| 1332.00000 1332.00| 300.00000 300.00 LIME | | | 0510 27451 2.000 EA | 220.00000 440.00| 300.00000 600.00| 900.00000 1800.00 INLET PROTECTION TYPE A | | | 0520 27461 3.000 EA | 220.00000 660.00| 300.00000 900.00| 700.00000 2100.00 INLET PROTECTION TYPE B | | | 0530 27505 888.000 LF | 3.50000 3108.00| 3.00000 2664.00| 3.00000 2664.00 TEMP. SILT FENCE | | | 0540 27552 155.000 TON | 60.00000 9300.00| 40.00000 6200.00| 32.00000 4960.00 NS NO. 57 STONE NO. 57 STONE BARRIER | | | BACKFILL | | | 0550 49012 5.000 EA | 750.00000 3750.00| 1445.00000 7225.00| 1250.00000 6250.00 NS UTILITIES UTILITIES TEST PIT (PAVED) | | | 0560 49012 5.000 EA | 450.00000 2250.00| 767.00000 3835.00| 1250.00000 6250.00 NS UTILITIES UTILITIES TEST PIT | | | (UNPAVED) | | | 0570 50108 6.000 SF | 20.00000 120.00| 33.30000 199.80| 32.00000 192.00 SIGN PANEL | | | 0580 50432 15.000 LF | 18.00000 270.00| 14.43000 216.45| 20.00000 300.00 SIGN POST STP-1 2 3/16" | | | 0590 50434 15.000 LF | 38.00000 570.00| 20.54000 308.10| 25.00000 375.00 SIGN POST STP-1 2 1/2" | | | 0600 50490 1.000 EA | 170.00000 170.00| 338.55000 338.55| 350.00000 350.00 CONCRETE FOUNDATION STP-1 | | | 0610 50759 2.000 EA | 140.00000 280.00| 11.10000 22.20| 250.00000 500.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0620 50867 1.000 EA | 115.00000 115.00| 72.15000 72.15| 175.00000 175.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0630 54055 110.000 LF | 3.00000 330.00| 4.72000 519.20| 3.00000 330.00 TYPE B CLASS IV PAVE. LINE MARKING 4" | | | 0640 54060 50.000 LF | 15.00000 750.00| 23.59000 1179.50| 15.00000 750.00 TYPE B CLASS IV PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A90 -5 TABULATION OF BIDS CALL ORDER : A90 CONTRACT ID : C00077262M01 COUNTIES : ARLINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) S018 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 54076 1100.000 LF | 5.00000 5500.00| 5.12000 5632.00| 6.00000 6600.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0660 54105 451.000 LF | 2.00000 902.00| 1.39000 626.89| 2.00000 902.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0670 54300 2.000 EA | 155.00000 310.00| 122.10000 244.20| 175.00000 350.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0680 54310 2.000 EA | 220.00000 440.00| 205.35000 410.70| 225.00000 450.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0690 54550 1240.000 LF | 0.85000 1054.00| 1.09000 1351.60| 1.00000 1240.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0700 55020 1600.000 LF | 2.00000 3200.00| 2.16000 3456.00| 2.25000 3600.00 2 CONDUCTOR CABLE | | | 0710 55060 2550.000 LF | 1.50000 3825.00| 1.50000 3825.00| 1.50000 3825.00 6 CONDUCTOR CABLE | | | 0720 55140 2.000 EA | 2850.00000 5700.00| 2053.50000 4107.00| 3000.00000 6000.00 CONCRETE FOUNDATION LF-1 TY. A | | | 0730 55587 3.000 EA | 965.00000 2895.00| 871.35000 2614.05| 1150.00000 3450.00 JUNCTION BOX JB-S2 | | | 0740 56014 2.000 EA | 130.00000 260.00| 49.95000 99.90| 150.00000 300.00 ELECT. SER. GRD. ELECTRODE(10') | | | 0750 56030 1075.000 LF | 4.50000 4837.50| 4.16000 4472.00| 5.00000 5375.00 2" CONDUIT | | | 0760 56050 500.000 LF | 13.00000 6500.00| 13.88000 6940.00| 15.00000 7500.00 BORED CONDUIT 2" | | | 0770 56052 175.000 LF | 39.00000 6825.00| 38.85000 6798.75| 45.00000 7875.00 BORED CONDUIT 4" | | | 0780 56200 1075.000 LF | 8.00000 8600.00| 13.32000 14319.00| 8.00000 8600.00 TRENCH EXCAVATION ECI-1 | | | 0790 59000 2.000 EA | 635.00000 1270.00| 943.50000 1887.00| 700.00000 1400.00 NS LIGHTING LIGHTING RELOCATE EX. LIGHT | | | POLE & LUMINAIRE | | | 0800 59000 2.000 EA | 1060.00000 2120.00| 2053.50000 4107.00| 1100.00000 2200.00 NS LIGHTING LIGHTING REMOVE EX. LIGHT | | | POLE FOUNDATION | | | 0810 59001 800.000 LF | 1.00000 800.00| 0.39000 312.00| 1.00000 800.00 NS LIGHTING LIGHTING REMOVE EX. | | | CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A90 -6 TABULATION OF BIDS CALL ORDER : A90 CONTRACT ID : C00077262M01 COUNTIES : ARLINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) S018 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 59050 2.000 EA | 306.00000 612.00| 555.00000 1110.00| 350.00000 700.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. REMOVE EXISTING JUNCTION BOX | | | 0830 59071 750.000 LF | 0.70000 525.00| 2.16000 1620.00| 1.00000 750.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC CABLE (12 CT. | | | /SINGLE-MODE) | | | 0840 59071 750.000 LF | 2.60000 1950.00| 0.39000 292.50| 3.00000 2250.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. REMOVE EXISTING CABLE | | | SECTION TOTALS | $ 1,158,088.40| $ 1,263,403.31| $ 1,339,447.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,158,088.40| $ 1,263,403.31| $ 1,339,447.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A98 -1 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00017862N501 COUNTIES : HANOVER LETTING DATE : 10/24/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 05/10/13 COMPLETION DATE PROJECT(S) : (NFO)0615-042-286, N501 FED # STP-5A27(168) CONTRACT DESCRIPTION: SHOULDER WEDGE & OVERLAY RTE 156 (COLD HARBOR RD) RTE 636 (WALNUT GROVE RD) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C750 COLONY CONSTRUCTION, INC. $ 193,427.77 100.0000% 2 L015 LEE HY PAVING CORPORATION $ 230,738.03 119.2890% 3 B850 BRANSCOME INC. $ 253,561.90 131.0887% 4 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 264,148.18 136.5617% 5 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 318,847.03 164.8404% 6 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 321,931.20 166.4348% ==================================================================================================================================== |( 1 ) C750 |( 2 ) L015 |( 3 ) B850 |COLONY CONSTRUCTION, INC. |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 REGULAR BID ITEMS | | | 0010 10099 1703.000 TON | 12.00000 20436.00| 10.25000 17455.75| 12.00000 20436.00 AGGR. MATL. NO. 21A OR 21B | | | 0020 16335 1277.000 TON | 63.77000 81434.29| 81.99000 104701.23| 80.00000 102160.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16365 83.000 TON | 70.00000 5810.00| 81.99000 6805.17| 80.00000 6640.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0040 16373 750.000 TON | 70.00000 52500.00| 99.31000 74482.50| 105.00000 78750.00 ASPH. CONC. TY. IM-19.0A (T) | | | 0050 16522 756.000 SY | 6.00000 4536.00| 4.00000 3024.00| 5.00000 3780.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 24265 LUMP| 17007.19000 17007.19| 10900.00000 10900.00| 24000.00000 24000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0070 24279 1610.000 HR | 0.50000 805.00| 0.25000 402.50| 1.50000 2415.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : A98 -2 TABULATION OF BIDS CALL ORDER : A98 CONTRACT ID : C00017862N501 COUNTIES : HANOVER LETTING DATE : 10/24/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C750 |( 2 ) L015 |( 3 ) B850 |COLONY CONSTRUCTION, INC. |LEE HY PAVING CORPORATION |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 51615 424.000 LF | 1.91000 809.84| 2.00000 848.00| 2.00000 848.00 14/1 ENCLOSED COND. CABLE | | | 0090 51912 162.000 LF | 13.67000 2214.54| 14.00000 2268.00| 15.00000 2430.00 SAW CUT 3/8" | | | 0100 51913 6.000 LF | 14.10000 84.60| 20.00000 120.00| 16.00000 96.00 SAWCUT 5/8" | | | 0110 54032 14392.000 LF | 0.53000 7627.76| 0.64000 9210.88| 0.80000 11513.60 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54042 21.000 LF | 6.25000 131.25| 20.00000 420.00| 22.00000 462.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0130 56021 10.000 LF | 3.13000 31.30| 10.00000 100.00| 3.13000 31.30 1" PVC CONDUIT | | | SECTION TOTALS | $ 193,427.77| $ 230,738.03| $ 253,561.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,427.77| $ 230,738.03| $ 253,561.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -1 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 CONTRACT TIME : 04/29/14 COMPLETION DATE PROJECT(S) : (NFO)0029-005-132, B646 FED # BR-029-3(035) (NFO)0029-005-132, C501 FED # BR-029-3(035) CONTRACT DESCRIPTION: RTE 29 - NBL BRIDGE REPLACEMENT & APPROACHES OVER BUFFALO RV 0.192 MILES SOUTH BUFFALO RIVER 0.189 MILES NORTH BUFFALO RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 3,500,336.70 100.0000% 2 F440 FAIRFIELD-ECHOLS, LLC $ 3,535,484.97 101.0041% 3 H018 HAYMES BROTHERS, INC. $ 3,554,613.24 101.5506% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 3,645,832.24 104.1566% 5 L026 D. W. LYLE CORPORATION $ 3,902,569.89 111.4913% 6 C097 CORMAN CONSTRUCTION, INC. $ 4,322,339.15 123.4835% 7 W210 BURLEIGH CONSTRUCTION CO., INC. $ 4,352,133.25 124.3347% 8 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 4,566,942.40 130.4715% 9 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 4,985,861.20 142.4395% ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, 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| 207500.00000 207500.00| 205000.00000 205000.00| 150000.00000 150000.00 MOBILIZATION | | | 0020 00101 LUMP| 50000.00000 50000.00| 18687.00000 18687.00| 22000.00000 22000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 56500.00000 56500.00| 22660.00000 22660.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0040 00120 11953.000 CY | 9.00000 107577.00| 6.70000 80085.10| 12.00000 143436.00 REGULAR EXCAVATION | | | 0050 00140 23466.000 CY | 8.50000 199461.00| 7.99000 187493.34| 7.00000 164262.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -2 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00211 552.000 CY | 13.50000 7452.00| 18.03000 9952.56| 28.00000 15456.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00505 103.000 TON | 32.00000 3296.00| 21.12000 2175.36| 26.00000 2678.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0080 00506 103.000 TON | 37.10000 3821.30| 26.78000 2758.34| 26.00000 2678.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 AGGR. | | | 0090 00525 28.980 CY | 700.00000 20286.00| 824.00000 23879.52| 650.00000 18837.00 CONCRETE CLASS A3 MISC. | | | 0100 00529 5.000 CY | 111.00000 555.00| 412.00000 2060.00| 250.00000 1250.00 FLOWABLE BACKFILL | | | 0110 00540 80.000 LB | 2.40000 192.00| 5.15000 412.00| 4.00000 320.00 REINF. STEEL | | | 0120 00591 72.000 LF | 8.00000 576.00| 12.36000 889.92| 20.00000 1440.00 COMB. UNDERDRAIN CD-2 | | | 0130 00595 48.000 LF | 10.00000 480.00| 12.36000 593.28| 15.00000 720.00 OUTLET PIPE | | | 0140 00596 3.000 EA | 415.00000 1245.00| 515.00000 1545.00| 450.00000 1350.00 ENDWALL EW-12 | | | 0150 00700 280.000 LF | 6.40000 1792.00| 14.42000 4037.60| 7.00000 1960.00 POST INSTALLATION INSPECTION | | | 0160 01150 220.000 LF | 23.50000 5170.00| 28.84000 6344.80| 36.00000 7920.00 15" PIPE | | | 0170 01156 56.000 LF | 41.50000 2324.00| 28.84000 1615.04| 40.00000 2240.00 STORM SEWER PIPE 15" | | | 0180 01180 40.000 LF | 25.10000 1004.00| 31.93000 1277.20| 60.00000 2400.00 18" PIPE | | | 0190 01186 76.000 LF | 25.50000 1938.00| 31.93000 2426.68| 65.00000 4940.00 STORM SEWER PIPE 18" | | | 0200 01240 172.000 LF | 35.00000 6020.00| 44.29000 7617.88| 80.00000 13760.00 24" PIPE | | | 0210 01600 152.000 LF | 112.00000 17024.00| 185.40000 28180.80| 120.00000 18240.00 60" PIPE | | | 0220 06180 2.000 EA | 306.00000 612.00| 257.50000 515.00| 500.00000 1000.00 18" END SECTION ES-1 OR 2 | | | 0230 06765 2.000 EA | 4050.00000 8100.00| 4223.00000 8446.00| 4000.00000 8000.00 DROP INLET DI-2C,L=6' | | | 0240 07506 1.000 EA | 2880.00000 2880.00| 2781.00000 2781.00| 3500.00000 3500.00 DROP INLET DI-5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -3 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 09148 5.000 TON | 63.10000 315.50| 61.80000 309.00| 38.00000 190.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0260 09150 56.000 TON | 63.10000 3533.60| 59.74000 3345.44| 38.00000 2128.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0270 09185 487.000 SY | 61.00000 29707.00| 50.47000 24578.89| 55.00000 26785.00 PAVED DITCH PG-2A | | | 0280 09250 4.000 EA | 1122.00000 4488.00| 566.50000 2266.00| 1000.00000 4000.00 SLOPE DRAIN | | | 0290 10103 109.000 TON | 11.00000 1199.00| 19.57000 2133.13| 23.00000 2507.00 AGGR. MATL. NO. 25 OR 26 | | | 0300 10128 6233.000 TON | 23.00000 143359.00| 19.83000 123600.39| 22.00000 137126.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0310 10611 1759.000 TON | 81.00000 142479.00| 74.99000 131907.41| 74.00000 130166.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0320 10628 3747.000 SY | 3.30000 12365.10| 3.04000 11390.88| 4.00000 14988.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0330 10636 969.000 TON | 91.00000 88179.00| 83.74000 81144.06| 84.00000 81396.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0340 10642 5076.000 TON | 71.10000 360903.60| 65.98000 334914.48| 68.00000 345168.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0350 11070 953.000 LF | 2.50000 2382.50| 5.00000 4765.00| 5.00000 4765.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 6" DEPTH | | | 0360 12322 131.000 LF | 31.00000 4061.00| 28.07000 3677.17| 30.00000 3930.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0370 12505 6.000 TON | 106.00000 636.00| 97.85000 587.10| 100.00000 600.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0380 13315 4.000 EA | 833.00000 3332.00| 824.00000 3296.00| 850.00000 3400.00 GUARDRAIL TERMINAL GR-11 | | | 0390 13320 1759.000 LF | 20.00000 35180.00| 17.51000 30800.09| 18.00000 31662.00 GUARDRAIL GR-2 | | | 0400 13345 3.000 EA | 2719.00000 8157.00| 2369.00000 7107.00| 2400.00000 7200.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0410 13383 3.000 EA | 2110.00000 6330.00| 2163.00000 6489.00| 2200.00000 6600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0420 13384 2.000 EA | 1110.00000 2220.00| 721.00000 1442.00| 800.00000 1600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0430 24100 1000.000 HR | 50.00000 50000.00| 25.75000 25750.00| 10.00000 10000.00 ALLAYING DUST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -4 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 24152 8.000 EA | 440.00000 3520.00| 175.00000 1400.00| 200.00000 1600.00 TYPE III BARRICADE 8' | | | 0450 24160 1004.000 SF | 18.40000 18473.60| 15.97000 16033.88| 16.00000 16064.00 CONSTRUCTION SIGNS | | | 0460 24272 320.000 HR | 16.10000 5152.00| 20.60000 6592.00| 20.00000 6400.00 TRUCK MOUNTED ATTENUATOR | | | 0470 24278 74648.000 DAY | 0.35000 26126.80| 0.60000 44788.80| 0.38000 28366.24 GROUP 2 CHANNELIZING DEVICES | | | 0480 24279 720.000 HR | 10.75000 7740.00| 14.00000 10080.00| 12.00000 8640.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0490 24281 35040.000 HR | 0.40000 14016.00| 2.75000 96360.00| 2.50000 87600.00 ELECTRONIC ARROW | | | 0500 24285 1350.000 LF | 9.20000 12420.00| 11.28000 15228.00| 10.00000 13500.00 TEMPORARY ASPHALT MEDIAN | | | 0510 24286 80.000 EA | 106.50000 8520.00| 51.50000 4120.00| 55.00000 4400.00 FLEXIBLE POST DELINEATOR | | | 0520 24290 48.000 LF | 43.00000 2064.00| 20.00000 960.00| 20.00000 960.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0530 24430 6546.000 SY | 3.00000 19638.00| 2.58000 16888.68| 4.00000 26184.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0540 24505 3.000 EA | 1220.00000 3660.00| 1131.97000 3395.91| 1200.00000 3600.00 NS RELOCATE EXIST. RELOCATE EXIST. SIGN | | | STRUCT. AND SIGN PANEL | | | 0550 24601 1212.000 LF | 3.40000 4120.80| 1.55000 1878.60| 1.75000 2121.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0560 24617 1212.000 LF | 12.30000 14907.60| 10.30000 12483.60| 11.00000 13332.00 NS REUSE GUARDRAIL REUSE GUARDRAIL ... | | | 0570 25505 18.000 MO | 1700.00000 30600.00| 1000.00000 18000.00| 1000.00000 18000.00 FIELD OFFICE TY.I | | | 0580 26117 205.000 TON | 62.00000 12710.00| 54.59000 11190.95| 38.00000 7790.00 DRY RIPRAP CL. AI | | | 0590 26127 1443.000 TON | 65.00000 93795.00| 51.50000 74314.50| 38.00000 54834.00 DRY RIPRAP CL.I 26" | | | 0600 27102 1024.000 LB | 12.20000 12492.80| 10.29000 10536.96| 11.00000 11264.00 REGULAR SEED | | | 0610 27103 640.000 LB | 9.00000 5760.00| 3.87000 2476.80| 4.50000 2880.00 OVERSEEDING | | | 0620 27104 85.000 LB | 23.50000 1997.50| 19.43000 1651.55| 20.00000 1700.00 LEGUME SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -5 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 27105 53.000 LB | 21.10000 1118.30| 19.43000 1029.79| 20.00000 1060.00 LEGUME OVERSEEDING | | | 0640 27215 2.000 TON | 1665.00000 3330.00| 1543.97000 3087.94| 1100.00000 2200.00 FERTILIZER(15-30-15) | | | 0650 27250 15.000 TON | 134.00000 2010.00| 177.16000 2657.40| 220.00000 3300.00 LIME | | | 0660 27321 907.000 SY | 3.00000 2721.00| 2.63000 2385.41| 3.50000 3174.50 PROTECTIVE COVERING EC-2 | | | 0670 27325 583.000 SY | 6.40000 3731.20| 6.75000 3935.25| 6.00000 3498.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0680 27415 109.000 EA | 222.00000 24198.00| 257.50000 28067.50| 125.00000 13625.00 CHECK DAM(ROCK) TY. II | | | 0690 27422 4.000 EA | 2160.00000 8640.00| 900.00000 3600.00| 1000.00000 4000.00 DEWATERING BASIN | | | 0700 27430 581.000 CY | 10.00000 5810.00| 6.18000 3590.58| 15.00000 8715.00 SILTATION CONTROL EXCAVATION | | | 0710 27451 2.000 EA | 121.00000 242.00| 309.00000 618.00| 1000.00000 2000.00 INLET PROTECTION TYPE A | | | 0720 27461 2.000 EA | 121.00000 242.00| 386.25000 772.50| 1500.00000 3000.00 INLET PROTECTION TYPE B | | | 0730 27505 2882.000 LF | 3.00000 8646.00| 2.58000 7435.56| 1.75000 5043.50 TEMP. SILT FENCE | | | 0740 50108 21.000 SF | 61.10000 1283.10| 56.65000 1189.65| 58.00000 1218.00 SIGN PANEL | | | 0750 50430 40.000 LF | 33.30000 1332.00| 30.90000 1236.00| 34.00000 1360.00 SIGN POST STP-1 2" | | | 0760 50432 20.000 LF | 39.00000 780.00| 36.05000 721.00| 38.00000 760.00 SIGN POST STP-1 2 3/16" | | | 0770 50434 24.000 LF | 45.00000 1080.00| 41.20000 988.80| 44.00000 1056.00 SIGN POST STP-1 2 1/2" | | | 0780 50490 8.000 EA | 1502.00000 12016.00| 1393.59000 11148.72| 1400.00000 11200.00 CONCRETE FOUNDATION STP-1 | | | 0790 50510 2.000 EA | 2220.00000 4440.00| 2058.97000 4117.94| 2200.00000 4400.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | 0800 50860 6.000 EA | 555.00000 3330.00| 515.00000 3090.00| 550.00000 3300.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 0810 54034 9000.000 LF | 1.70000 15300.00| 1.09000 9810.00| 1.20000 10800.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -6 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 54105 1800.000 LF | 1.20000 2160.00| 1.03000 1854.00| 1.20000 2160.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0830 54217 60.000 EA | 39.00000 2340.00| 109.18000 6550.80| 65.00000 3900.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0840 54218 8.000 EA | 151.00000 1208.00| 109.18000 873.44| 90.00000 720.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0850 54240 400.000 EA | 12.00000 4800.00| 4.90000 1960.00| 3.50000 1400.00 TEMP. PAVE. MARKER 1 WAY | | | 0860 54242 150.000 EA | 12.00000 1800.00| 4.90000 735.00| 3.50000 525.00 TEMP. PAVE. MARKER 2 WAY | | | 0870 54466 600.000 LF | 2.40000 1440.00| 2.32000 1392.00| 2.50000 1500.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0880 54510 2000.000 LF | 1.70000 3400.00| 0.95000 1900.00| 1.65000 3300.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0890 54514 6640.000 LF | 3.30000 21912.00| 1.90000 12616.00| 3.30000 21912.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0900 60404 309.900 CY | 524.00000 162387.60| 710.00000 220029.00| 700.00000 216930.00 CONCRETE CLASS A4 | | | 0910 60450 104.600 CY | 325.00000 33995.00| 350.00000 36610.00| 350.00000 36610.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 0920 60452 17150.000 LB | 1.10000 18865.00| 0.90000 15435.00| 0.90000 15435.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0930 60490 1022.000 SY | 4.40000 4496.80| 4.00000 4088.00| 6.00000 6132.00 BRIDGE DECK GROOVING | | | 0940 61703 68560.000 LB | 3.35000 229676.00| 3.35000 229676.00| 3.25000 222820.00 CORROSION RESISTANT REINF. STEEL | | | SOLID STAINLESS | | | 0950 61812 218500.000 LS | 395000.00000 395000.00| 388500.00000 388500.00| 394000.00000 394000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0960 62010 460.000 LF | 110.00000 50600.00| 55.00000 25300.00| 100.00000 46000.00 CONCRETE PARAPET | | | 0970 62534 22.000 SY | 290.00000 6380.00| 90.00000 1980.00| 65.00000 1430.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION | | | 14" | | | 0980 62537 84.000 LF | 50.00000 4200.00| 75.00000 6300.00| 70.00000 5880.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE PREF. ELAST. JT. SEAL. | | | 4" BR. APP. SLAB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B01 -7 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00077301C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) F440 |( 3 ) H018 |DLB, INC. |FAIRFIELD-ECHOLS, LLC |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 64005 1298.000 TON | 17.00000 22066.00| 27.00000 35046.00| 26.00000 33748.00 SELECT MATL. TY. I MIN. CBR-30 | | | 1000 64011 1336.000 CY | 65.00000 86840.00| 40.00000 53440.00| 45.00000 60120.00 STRUCTURE EXCAVATION | | | 1010 64036 136.000 LF | 7.50000 1020.00| 25.00000 3400.00| 20.00000 2720.00 PIPE UNDERDRAIN 6" | | | 1020 64102 2.000 EA | 3500.00000 7000.00| 2500.00000 5000.00| 1500.00000 3000.00 DYNAMIC PILE TEST (END BEARING PILES) | | | 1030 64110 910.000 LF | 30.00000 27300.00| 47.00000 42770.00| 40.00000 36400.00 STEEL PILES 10" | | | 1040 64755 20.000 EA | 126.00000 2520.00| 100.00000 2000.00| 110.00000 2200.00 PILE POINT FOR 10" STEEL PILE | | | 1050 65013 494.000 CY | 350.00000 172900.00| 450.00000 222300.00| 620.00000 306280.00 CONCRETE CLASS A3 | | | 1060 65200 78280.000 LB | 1.10000 86108.00| 0.90000 70452.00| 0.80000 62624.00 REINF. STEEL | | | 1070 65201 1060.000 LB | 2.40000 2544.00| 2.15000 2279.00| 2.40000 2544.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 1080 66120 2.000 EA | 1.00000 2.00| 20000.00000 40000.00| 32000.00000 64000.00 COFFERDAM | | | 1090 66239 2355.000 TON | 36.00000 84780.00| 40.00000 94200.00| 36.00000 84780.00 DRY RIPRAP CL.II 38" | | | 1100 67900 LUMP| 60000.00000 60000.00| 150000.00000 150000.00| 100000.00000 100000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. (STR. NO. 1003) | | | SECTION TOTALS | $ 3,500,336.70| $ 3,535,484.97| $ 3,554,613.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,500,336.70| $ 3,535,484.97| $ 3,554,613.24 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B02 -1 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00077303C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/06/13 COMPLETION DATE PROJECT(S) : (NFO)0060-005-117, B608 FED # BR-005-3(117) (NFO)0060-005-117, C501 FED # BR-005-3(117) CONTRACT DESCRIPTION: RTE. 60 - BRIDGE REPLACEMENT & APPROACHES OVER BUFFALO RIVER 0.049 MILES NORTH RTE. 635 0.091 MILES SOUTH RTE. 635 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 1,559,989.00 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 1,574,875.50 100.9543% 3 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,778,226.45 113.9897% 4 C097 CORMAN CONSTRUCTION, INC. $ 1,945,762.00 124.7292% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,953,204.50 125.2063% 6 L026 D. W. LYLE CORPORATION $ 1,968,388.32 126.1796% 7 P680 PHILLIPS CONSTRUCTION, LLC $ 2,145,196.17 137.5135% 8 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 2,172,054.18 139.2352% 9 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 2,363,062.05 151.4794% ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( 3 ) O017 |DLB, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 99140.00000 99140.00| 75000.00000 75000.00| 120000.00000 120000.00 MOBILIZATION | | | 0020 00101 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 5700.00000 5700.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 3085.82000 3085.82| 50000.00000 50000.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0040 00120 2651.000 CY | 6.28000 16648.28| 10.00000 26510.00| 13.00000 34463.00 REGULAR EXCAVATION | | | 0050 00140 7724.000 CY | 8.45000 65267.80| 10.00000 77240.00| 12.00000 92688.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B02 -2 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00077303C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( 3 ) O017 |DLB, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 01152 28.000 LF | 37.68000 1055.04| 15.00000 420.00| 53.00000 1484.00 15" CONC. PIPE | | | 0070 01242 64.000 LF | 40.00000 2560.00| 40.00000 2560.00| 82.00000 5248.00 24" CONC. PIPE | | | 0080 06150 2.000 EA | 837.59000 1675.18| 500.00000 1000.00| 540.00000 1080.00 15" END SECTION ES-1 OR 2 | | | 0090 06240 2.000 EA | 1079.27000 2158.54| 600.00000 1200.00| 790.00000 1580.00 24" END SECTION ES-1 OR 2 | | | 0100 09148 7.000 TON | 70.37000 492.59| 60.00000 420.00| 76.00000 532.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 10041 18.000 TON | 71.89000 1294.02| 65.00000 1170.00| 74.00000 1332.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0120 10113 1128.000 TON | 25.45000 28707.60| 23.00000 25944.00| 28.00000 31584.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0130 10416 1036.000 GAL | 6.14000 6361.04| 6.50000 6734.00| 6.30000 6526.80 LIQUID ASPHALT | | | 0140 10611 296.000 TON | 100.65000 29792.40| 90.00000 26640.00| 100.00000 29600.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0150 10636 296.000 TON | 113.38000 33560.48| 105.00000 31080.00| 120.00000 35520.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0160 10642 707.000 TON | 81.97000 57952.79| 75.00000 53025.00| 84.00000 59388.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0170 11070 70.000 LF | 2.28000 159.60| 10.00000 700.00| 3.70000 259.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 10" DEPTH | | | 0180 13320 121.000 LF | 22.73000 2750.33| 22.00000 2662.00| 23.00000 2783.00 GUARDRAIL GR-2 | | | 0190 13323 100.000 LF | 34.10000 3410.00| 27.00000 2700.00| 35.00000 3500.00 GUARDRAIL GR-2A | | | 0200 13345 8.000 EA | 3409.82000 27278.56| 2400.00000 19200.00| 2800.00000 22400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0210 13392 4.000 EA | 3409.82000 13639.28| 2200.00000 8800.00| 2600.00000 10400.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0220 24152 4.000 EA | 284.15000 1136.60| 300.00000 1200.00| 290.00000 1160.00 TYPE III BARRICADE 8' | | | 0230 24160 470.000 SF | 15.91000 7477.70| 17.00000 7990.00| 18.00000 8460.00 CONSTRUCTION SIGNS | | | 0240 24278 7900.000 DAY | 0.85000 6715.00| 0.40000 3160.00| 0.41000 3239.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B02 -3 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00077303C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( 3 ) O017 |DLB, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 24279 576.000 HR | 18.32000 10552.32| 10.00000 5760.00| 9.40000 5414.40 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0260 24282 320.000 HR | 16.20000 5184.00| 18.00000 5760.00| 34.00000 10880.00 FLAGGER SERVICE | | | 0270 24297 40.000 LF | 130.70000 5228.00| 25.00000 1000.00| 33.00000 1320.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0280 24400 15.000 UNIT| 528.24000 7923.60| 200.00000 3000.00| 87.00000 1305.00 OBSCURING ROADWAY | | | 0290 24410 2530.000 SY | 2.05000 5186.50| 5.00000 12650.00| 1.70000 4301.00 DEMOLITION OF PAVEMENT | | | 0300 24502 4.000 EA | 85.25000 341.00| 80.00000 320.00| 88.00000 352.00 NS REMOVE EXIST. REMOVE EXIST. SIGN | | | PANEL & STR. SEE SECTION 512 | | | 0310 24505 1.000 EA | 170.49000 170.49| 160.00000 160.00| 180.00000 180.00 NS RELOCATE EXIST. RELOCATE EXIST. GRND | | | MNTD SIGN STR & SIGN PANEL SEE SECTION | | | 512 | | | 0320 24505 4.000 EA | 85.25000 341.00| 80.00000 320.00| 88.00000 352.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | GROUND MOUNTED SIGN PANEL 512 | | | 0330 24600 550.000 LF | 2.27000 1248.50| 1.10000 605.00| 7.00000 3850.00 REMOVE EXISTING GUARDRAIL | | | 0340 25505 15.000 MO | 1563.81000 23457.15| 1000.00000 15000.00| 1300.00000 19500.00 FIELD OFFICE TY.I | | | 0350 26117 116.000 TON | 62.32000 7229.12| 50.00000 5800.00| 59.00000 6844.00 DRY RIPRAP CL. AI | | | 0360 27102 1024.000 LB | 12.45000 12748.80| 11.00000 11264.00| 13.00000 13312.00 REGULAR SEED | | | 0370 27103 640.000 LB | 9.09000 5817.60| 5.00000 3200.00| 9.40000 6016.00 OVERSEEDING | | | 0380 27104 1003.000 LB | 22.73000 22798.19| 20.00000 20060.00| 23.00000 23069.00 LEGUME SEED | | | 0390 27105 627.000 LB | 21.60000 13543.20| 20.00000 12540.00| 22.00000 13794.00 LEGUME OVERSEEDING | | | 0400 27215 1.000 TON | 1704.95000 1704.95| 1100.00000 1100.00| 1800.00000 1800.00 FERTILIZER(15-30-15) | | | 0410 27250 15.000 TON | 136.39000 2045.85| 250.00000 3750.00| 140.00000 2100.00 LIME | | | 0420 27321 134.000 SY | 2.56000 343.04| 5.00000 670.00| 2.60000 348.40 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B02 -4 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00077303C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( 3 ) O017 |DLB, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 27410 19.000 EA | 284.15000 5398.85| 200.00000 3800.00| 230.00000 4370.00 CHECK DAM, ROCK TY. I | | | 0440 27422 4.000 EA | 2214.25000 8857.00| 1000.00000 4000.00| 1300.00000 5200.00 DEWATERING BASIN | | | 0450 27430 570.000 CY | 5.00000 2850.00| 10.00000 5700.00| 11.00000 6270.00 SILTATION CONTROL EXCAVATION | | | 0460 27506 3227.000 LF | 2.56000 8261.12| 2.00000 6454.00| 2.60000 8390.20 TEMP. FILTER BARRIER | | | 0470 50108 15.250 SF | 39.78000 606.65| 40.00000 610.00| 41.00000 625.25 SIGN PANEL | | | 0480 50434 60.000 LF | 34.10000 2046.00| 35.00000 2100.00| 35.00000 2100.00 SIGN POST STP-1 2 1/2" | | | 0490 50490 6.000 EA | 454.64000 2727.84| 440.00000 2640.00| 470.00000 2820.00 CONCRETE FOUNDATION STP-1 | | | 0500 51955 LUMP| 40349.41000 40349.41| 40000.00000 40000.00| 34000.00000 34000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0510 54020 2400.000 LF | 2.22000 5328.00| 1.45000 3480.00| 2.30000 5520.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0520 54105 400.000 LF | 1.19000 476.00| 1.25000 500.00| 1.40000 560.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0530 54240 100.000 EA | 11.93000 1193.00| 3.25000 325.00| 3.50000 350.00 TEMP. PAVE. MARKER 1 WAY | | | 0540 54242 50.000 EA | 12.22000 611.00| 3.25000 162.50| 3.50000 175.00 TEMP. PAVE. MARKER 2 WAY | | | 0550 54512 1400.000 LF | 1.65000 2310.00| 1.50000 2100.00| 2.20000 3080.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0560 54516 700.000 LF | 3.35000 2345.00| 3.25000 2275.00| 4.40000 3080.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0570 54552 500.000 LF | 1.70000 850.00| 1.40000 700.00| 1.50000 750.00 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 0580 54564 48.000 LF | 24.44000 1173.12| 7.75000 372.00| 8.80000 422.40 CONSTR.PAVE.MARK. (TY.F,CL.II)24" | | | 0590 60125 LUMP| 125000.00000 125000.00| 100000.00000 100000.00| 120000.00000 120000.00 NS BRIDGE BRIDGE TEMPORARY DETOUR | | | BRIDGE | | | 0600 60404 126.600 CY | 566.27000 71689.78| 750.00000 94950.00| 740.00000 93684.00 CONCRETE CLASS A4 | | | 0610 60450 113.600 CY | 180.65000 20521.84| 375.00000 42600.00| 370.00000 42032.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B02 -5 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00077303C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( 3 ) O017 |DLB, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 60452 18920.000 LB | 1.20000 22704.00| 1.10000 20812.00| 1.40000 26488.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0630 60490 396.000 SY | 9.76000 3864.96| 9.50000 3762.00| 11.00000 4356.00 BRIDGE DECK GROOVING | | | 0640 61701 26880.000 LB | 2.02000 54297.60| 2.10000 56448.00| 2.10000 56448.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0650 61812 72400.000 LS | 149000.00000 149000.00| 175000.00000 175000.00| 166000.00000 166000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0660 62010 178.000 LF | 114.95000 20461.10| 130.00000 23140.00| 120.00000 21360.00 CONCRETE PARAPET | | | 0670 62534 17.000 SY | 328.56000 5585.52| 80.00000 1360.00| 110.00000 1870.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION 10" | | | 0680 62537 94.000 LF | 273.55000 25713.70| 40.00000 3760.00| 65.00000 6110.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE PREF. ELAST. JT. SEAL. | | | 3" BR.APPR. SLAB | | | 0690 64005 4068.000 TON | 23.69000 96370.92| 22.00000 89496.00| 30.00000 122040.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0700 64011 2924.000 CY | 18.69000 54649.56| 20.00000 58480.00| 17.00000 49708.00 STRUCTURE EXCAVATION | | | 0710 64030 76.000 CY | 48.87000 3714.12| 25.00000 1900.00| 76.00000 5776.00 POROUS BACKFILL | | | 0720 64036 132.000 LF | 9.37000 1236.84| 15.00000 1980.00| 20.00000 2640.00 PIPE UNDERDRAIN 6" | | | 0730 65013 379.500 CY | 322.92000 122548.14| 460.00000 174570.00| 600.00000 227700.00 CONCRETE CLASS A3 | | | 0740 65200 13230.000 LB | 1.20000 15876.00| 1.10000 14553.00| 1.30000 17199.00 REINF. STEEL | | | 0750 65201 13920.000 LB | 2.15000 29928.00| 2.10000 29232.00| 2.40000 33408.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0760 66239 545.000 TON | 45.34000 24710.30| 40.00000 21800.00| 54.00000 29430.00 DRY RIPRAP CL.II 38" | | | 0770 67900 LUMP| 66000.00000 66000.00| 15000.00000 15000.00| 66000.00000 66000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. (STR. NO. 1011) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B02 -6 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00077303C01 COUNTIES : AMHERST LETTING DATE : 10/24/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( 3 ) O017 |DLB, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 67904 LUMP| 2551.67000 2551.67| 2500.00000 2500.00| 2600.00000 2600.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS REM. EXIST. ASBESTOS (STR. | | | NO. 1011) | | | SECTION TOTALS | $ 1,559,989.00| $ 1,574,875.50| $ 1,778,226.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,559,989.00| $ 1,574,875.50| $ 1,778,226.45 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B04 -1 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : C00060791C01 COUNTIES : WASHINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 05/09/14 COMPLETION DATE PROJECT(S) : (NFO)0614-095-306,C501 FED # STP-095-1(317) CONTRACT DESCRIPTION: RECONSTRUCTION RTE. 802 RTE. 622 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 2,665,844.83 100.0000% 2 V004 VECELLIO & GROGAN, INC. $ 2,752,836.98 103.2632% 3 P316 PATRICK CONSTRUCTION, INC. $ 2,817,158.00 105.6760% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 2,830,060.26 106.1600% 5 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,837,977.95 106.4570% 6 B991 BORING CONTRACTORS, INC. $ 3,079,954.46 115.5339% 7 D172 DLB, INC. $ 3,413,841.30 128.0585% ==================================================================================================================================== |( 1 ) E155 |( 2 ) V004 |( 3 ) P316 |ELK KNOB, INC. |VECELLIO & GROGAN, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 100000.00000 100000.00| 163000.00000 163000.00| 125000.00000 125000.00 MOBILIZATION | | | 0020 00101 LUMP| 29040.00000 29040.00| 18500.00000 18500.00| 32000.00000 32000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 120000.00000 120000.00| 42000.00000 42000.00| 80000.00000 80000.00 CLEARING AND GRUBBING | | | 0040 00120 62852.000 CY | 8.00000 502816.00| 10.10000 634805.20| 11.75000 738511.00 REGULAR EXCAVATION | | | 0050 00211 1486.000 CY | 16.00000 23776.00| 2.75000 4086.50| 14.00000 20804.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0060 00212 268.000 CY | 20.00000 5360.00| 3.00000 804.00| 20.00000 5360.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0070 00505 895.000 TON | 22.00000 19690.00| 20.00000 17900.00| 25.00000 22375.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B04 -2 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : C00060791C01 COUNTIES : WASHINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V004 |( 3 ) P316 |ELK KNOB, INC. |VECELLIO & GROGAN, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00522 65.000 CY | 1200.00000 78000.00| 1220.00000 79300.00| 1025.00000 66625.00 CONCRETE CLASS A4 BOX CULVERT | | | 0090 00525 89.000 CY | 900.00000 80100.00| 531.00000 47259.00| 650.00000 57850.00 CONCRETE CLASS A3 MISC. | | | 0100 00541 6919.000 LB | 2.25000 15567.75| 0.70000 4843.30| 2.00000 13838.00 CORROSION RESISTANT REINF. STEEL CL. I | | | 0110 00700 798.000 LF | 10.00000 7980.00| 15.00000 11970.00| 12.00000 9576.00 POST INSTALLATION INSPECTION | | | 0120 01180 762.000 LF | 37.51000 28582.62| 56.00000 42672.00| 21.00000 16002.00 18" PIPE | | | 0130 01240 118.000 LF | 44.72000 5276.96| 79.00000 9322.00| 30.00000 3540.00 24" PIPE | | | 0140 01300 383.000 LF | 57.02000 21838.66| 76.00000 29108.00| 37.00000 14171.00 30" PIPE | | | 0150 01360 60.000 LF | 68.92000 4135.20| 93.00000 5580.00| 42.00000 2520.00 36" PIPE | | | 0160 01662 94.000 LF | 261.09000 24542.46| 387.00000 36378.00| 300.00000 28200.00 66" CONC. PIPE | | | 0170 01722 65.000 LF | 323.27000 21012.55| 477.00000 31005.00| 400.00000 26000.00 72" CONC. PIPE | | | 0180 02090 70.000 LF | 83.08000 5815.60| 161.00000 11270.00| 50.00000 3500.00 NS PIPE PIPE 48" (TEMP.) | | | 0190 02092 1.000 EA | 2500.00000 2500.00| 1100.00000 1100.00| 1800.00000 1800.00 NS SPEC. DES. SPEC. DES. LEVEL SPREADER | | | 0200 02532 176.000 LF | 416.49000 73302.24| 580.00000 102080.00| 475.00000 83600.00 83" X 53" ELLIPTICAL CONC. PIPE | | | 0210 04220 122.000 LF | 60.02000 7322.44| 83.00000 10126.00| 38.00000 4636.00 35" X 24" ARCH PIPE | | | 0220 04290 98.000 LF | 68.62000 6724.76| 110.00000 10780.00| 42.00000 4116.00 42" X 29" ARCH PIPE | | | 0230 06180 52.000 EA | 350.00000 18200.00| 146.00000 7592.00| 250.00000 13000.00 18" END SECTION ES-1 OR 2 | | | 0240 06240 2.000 EA | 450.00000 900.00| 215.00000 430.00| 300.00000 600.00 24" END SECTION ES-1 OR 2 | | | 0250 10099 703.000 TON | 22.00000 15466.00| 24.00000 16872.00| 23.00000 16169.00 AGGR. MATL. NO. 21A OR 21B | | | 0260 10128 15250.000 TON | 22.00000 335500.00| 22.50000 343125.00| 21.00000 320250.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0270 10607 1958.000 TON | 112.19000 219668.02| 120.00000 234960.00| 108.00000 211464.00 ASPHALT CONCRETE TY. SM-12.5A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B04 -3 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : C00060791C01 COUNTIES : WASHINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V004 |( 3 ) P316 |ELK KNOB, INC. |VECELLIO & GROGAN, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 10642 3530.000 TON | 98.43000 347457.90| 108.00000 381240.00| 97.50000 344175.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0290 11040 73.000 SY | 85.00000 6205.00| 95.00000 6935.00| 70.00000 5110.00 CONCRETE ENTRANCE PAVE. 7" | | | 0300 13220 9.000 SY | 60.00000 540.00| 66.00000 594.00| 150.00000 1350.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0310 13320 2103.000 LF | 18.59000 39094.77| 19.00000 39957.00| 17.00000 35751.00 GUARDRAIL GR-2 | | | 0320 13345 15.000 EA | 2640.00000 39600.00| 2675.00000 40125.00| 2450.00000 36750.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0330 13349 15.000 EA | 797.50000 11962.50| 810.00000 12150.00| 800.00000 12000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0340 13375 19.000 LF | 215.00000 4085.00| 113.00000 2147.00| 110.00000 2090.00 RAILING, TEXAS T-6 | | | 0350 22501 740.000 LF | 7.70000 5698.00| 8.20000 6068.00| 12.00000 8880.00 FENCE FE-W1 | | | 0360 22541 7.000 EA | 330.00000 2310.00| 351.00000 2457.00| 350.00000 2450.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0370 22581 2.000 EA | 330.00000 660.00| 351.00000 702.00| 350.00000 700.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0380 24100 550.000 HR | 20.00000 11000.00| 0.01000 5.50| 30.00000 16500.00 ALLAYING DUST | | | 0390 24160 300.000 SF | 20.00000 6000.00| 8.80000 2640.00| 25.00000 7500.00 CONSTRUCTION SIGNS | | | 0400 24260 1675.000 TON | 20.00000 33500.00| 22.40000 37520.00| 21.00000 35175.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0410 24278 90000.000 DAY | 0.50000 45000.00| 0.63000 56700.00| 0.50000 45000.00 GROUP 2 CHANNELIZING DEVICES | | | 0420 24282 6000.000 HR | 13.00000 78000.00| 0.01000 60.00| 15.00000 90000.00 FLAGGER SERVICE | | | 0430 24296 60.000 LF | 30.00000 1800.00| 91.00000 5460.00| 40.00000 2400.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | 0440 24297 320.000 LF | 20.00000 6400.00| 52.96000 16947.20| 30.00000 9600.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0450 24400 46.000 UNIT| 350.00000 16100.00| 43.00000 1978.00| 125.00000 5750.00 OBSCURING ROADWAY | | | 0460 24430 800.000 SY | 10.00000 8000.00| 1.35000 1080.00| 3.00000 2400.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B04 -4 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : C00060791C01 COUNTIES : WASHINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V004 |( 3 ) P316 |ELK KNOB, INC. |VECELLIO & GROGAN, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 24600 275.000 LF | 2.50000 687.50| 3.30000 907.50| 3.00000 825.00 REMOVE EXISTING GUARDRAIL | | | 0480 25506 17.000 MO | 1500.00000 25500.00| 1200.00000 20400.00| 1500.00000 25500.00 FIELD OFFICE TY.II | | | 0490 27102 4196.000 LB | 8.25000 34617.00| 8.55000 35875.80| 8.50000 35666.00 REGULAR SEED | | | 0500 27103 2040.000 LB | 8.25000 16830.00| 8.55000 17442.00| 8.50000 17340.00 OVERSEEDING | | | 0510 27104 192.000 LB | 13.20000 2534.40| 13.70000 2630.40| 15.00000 2880.00 LEGUME SEED | | | 0520 27105 120.000 LB | 13.20000 1584.00| 13.75000 1650.00| 15.00000 1800.00 LEGUME OVERSEEDING | | | 0530 27215 3.400 TON | 990.00000 3366.00| 1030.00000 3502.00| 1000.00000 3400.00 FERTILIZER(15-30-15) | | | 0540 27250 46.000 TON | 165.00000 7590.00| 171.00000 7866.00| 200.00000 9200.00 LIME | | | 0550 27321 1420.000 SY | 3.30000 4686.00| 3.40000 4828.00| 3.30000 4686.00 PROTECTIVE COVERING EC-2 | | | 0560 27326 250.000 SY | 7.70000 1925.00| 8.00000 2000.00| 9.00000 2250.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0570 27415 130.000 EA | 250.00000 32500.00| 104.00000 13520.00| 350.00000 45500.00 CHECK DAM(ROCK) TY. II | | | 0580 27422 17.000 EA | 600.00000 10200.00| 276.00000 4692.00| 500.00000 8500.00 DEWATERING BASIN | | | 0590 27430 1450.000 CY | 0.10000 145.00| 4.75000 6887.50| 1.00000 1450.00 SILTATION CONTROL EXCAVATION | | | 0600 27505 7900.000 LF | 3.30000 26070.00| 3.60000 28440.00| 3.15000 24885.00 TEMP. SILT FENCE | | | 0610 27510 18.000 EA | 400.00000 7200.00| 432.00000 7776.00| 350.00000 6300.00 COFFERDAMS | | | 0620 27600 2.000 EA | 2500.00000 5000.00| 945.00000 1890.00| 500.00000 1000.00 CLOSING WELL | | | 0630 50108 18.000 SF | 25.00000 450.00| 84.26000 1516.68| 175.00000 3150.00 SIGN PANEL | | | 0640 50430 32.000 LF | 25.00000 800.00| 114.00000 3648.00| 10.00000 320.00 SIGN POST STP-1 2" | | | 0650 54020 25000.000 LF | 0.42000 10500.00| 0.42000 10500.00| 0.80000 20000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0660 54028 24.000 LF | 16.50000 396.00| 16.60000 398.40| 7.00000 168.00 TYPE A PAVEMENT LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B04 -5 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : C00060791C01 COUNTIES : WASHINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V004 |( 3 ) P316 |ELK KNOB, INC. |VECELLIO & GROGAN, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 70000 LUMP| 1000.00000 1000.00| 1390.00000 1390.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 001, D-14 | | | 0680 70000 LUMP| 3000.00000 3000.00| 1310.00000 1310.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-1 | | | 0690 70000 LUMP| 500.00000 500.00| 331.00000 331.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-2 | | | 0700 70000 LUMP| 3000.00000 3000.00| 1100.00000 1100.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-3 | | | 0710 70000 LUMP| 3000.00000 3000.00| 1600.00000 1600.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-901 | | | 0720 70000 LUMP| 2000.00000 2000.00| 650.00000 650.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 006, D-12 | | | 0730 70000 LUMP| 500.00000 500.00| 350.00000 350.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 006, D-7 | | | 0740 70000 LUMP| 500.00000 500.00| 48.00000 48.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 007, D-5 | | | 0750 70000 LUMP| 500.00000 500.00| 2200.00000 2200.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 009, D-11 | | | 0760 70000 LUMP| 1000.00000 1000.00| 650.00000 650.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 009, D-13 | | | 0770 70000 LUMP| 200.00000 200.00| 79.00000 79.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 009, D-9 | | | 0780 70000 LUMP| 250.00000 250.00| 79.00000 79.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 009, D-900 | | | 0790 70000 LUMP| 500.00000 500.00| 773.00000 773.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 014, D-8 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B04 -6 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : C00060791C01 COUNTIES : WASHINGTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V004 |( 3 ) P316 |ELK KNOB, INC. |VECELLIO & GROGAN, INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 70005 LUMP| 5270.50000 5270.50| 15400.00000 15400.00| 2300.00000 2300.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 004, D-4 | | | 0810 70005 LUMP| 4000.00000 4000.00| 7900.00000 7900.00| 2300.00000 2300.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 009, D-10 | | | 0820 70110 3.000 SF | 275.00000 825.00| 185.00000 555.00| 800.00000 2400.00 FRIABLE ACM | | | 0830 70112 6200.000 SF | 1.24000 7688.00| 1.30000 8060.00| 1.25000 7750.00 CAT II NF ACM | | | 0840 70200 LUMP| 500.00000 500.00| 95.00000 95.00| 200.00000 200.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 001 | | | 0850 70200 LUMP| 500.00000 500.00| 735.00000 735.00| 200.00000 200.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 | | | 0860 70200 LUMP| 500.00000 500.00| 238.00000 238.00| 200.00000 200.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 006 | | | 0870 70200 LUMP| 500.00000 500.00| 95.00000 95.00| 200.00000 200.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 007 | | | 0880 70200 LUMP| 500.00000 500.00| 1100.00000 1100.00| 200.00000 200.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 009 | | | 0890 70200 LUMP| 500.00000 500.00| 95.00000 95.00| 200.00000 200.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 014 | | | SECTION TOTALS | $ 2,665,844.83| $ 2,752,836.98| $ 2,817,158.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,665,844.83| $ 2,752,836.98| $ 2,817,158.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B05 -1 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : C00082189C01 COUNTIES : FRANKLIN LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/14/14 COMPLETION DATE PROJECT(S) : (NFO)0122-033-106, B601,C501 FED # STP-033-2(036) (NFO)0122-033-106, B601,C501 FED # STP-033-2(036) CONTRACT DESCRIPTION: STRUCTURE REPLACEMENT 2.30 MI. N. RTE. 116 1.07 MI. S. RTE. 634 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 3,818,834.44 100.0000% 2 L026 D. W. LYLE CORPORATION $ 4,349,857.44 113.9054% 3 H018 HAYMES BROTHERS, INC. $ 4,356,052.15 114.0676% 4 V004 VECELLIO & GROGAN, INC. $ 4,385,111.95 114.8285% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 4,426,324.50 115.9077% 6 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 4,527,169.75 118.5485% 7 W276 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 4,796,057.60 125.5896% 8 W210 BURLEIGH CONSTRUCTION CO., INC. $ 4,884,299.50 127.9003% 9 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 5,344,642.56 139.9548% ==================================================================================================================================== |( 1 ) D172 |( 2 ) L026 |( 3 ) H018 |DLB, INC. |D. W. LYLE CORPORATION |HAYMES BROTHERS, 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| 212525.00000 212525.00| 249225.93000 249225.93| 150000.00000 150000.00 MOBILIZATION | | | 0020 00101 LUMP| 42000.00000 42000.00| 96481.24000 96481.24| 12000.00000 12000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 3.200 LS | 65000.00000 65000.00| 106202.00000 106202.00| 60000.00000 60000.00 CLEARING AND GRUBBING | | | 0040 00120 15969.000 CY | 10.00000 159690.00| 13.71000 218934.99| 15.00000 239535.00 REGULAR EXCAVATION | | | 0050 00140 68.000 CY | 46.00000 3128.00| 50.00000 3400.00| 1.00000 68.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B05 -2 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : C00082189C01 COUNTIES : FRANKLIN LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) L026 |( 3 ) H018 |DLB, INC. |D. W. LYLE CORPORATION |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00525 5.454 CY | 3260.00000 17780.04| 875.77000 4776.45| 700.00000 3817.80 CONCRETE CLASS A3 MISC. | | | 0070 00591 62.000 LF | 11.50000 713.00| 21.07000 1306.34| 25.00000 1550.00 COMB. UNDERDRAIN CD-2 | | | 0080 00595 64.000 LF | 9.90000 633.60| 17.48000 1118.72| 20.00000 1280.00 OUTLET PIPE | | | 0090 00596 1.000 EA | 7.70000 7.70| 603.77000 603.77| 400.00000 400.00 ENDWALL EW-12 | | | 0100 00700 244.000 LF | 7.30000 1781.20| 10.20000 2488.80| 10.00000 2440.00 POST INSTALLATION INSPECTION | | | 0110 01120 40.000 LF | 24.00000 960.00| 34.03000 1361.20| 30.00000 1200.00 12" PIPE | | | 0120 01150 82.000 LF | 26.00000 2132.00| 45.32000 3716.24| 35.00000 2870.00 15" PIPE | | | 0130 01180 246.000 LF | 28.00000 6888.00| 65.37000 16081.02| 45.00000 11070.00 18" PIPE | | | 0140 01240 282.000 LF | 37.00000 10434.00| 96.64000 27252.48| 48.00000 13536.00 24" PIPE | | | 0150 06495 4.000 EA | 3300.00000 13200.00| 2368.89000 9475.56| 2000.00000 8000.00 NS END SECTION END SECTION CONCRETE | | | SLAB END TREATMENT | | | 0160 08965 1.000 EA | 3900.00000 3900.00| 4791.09000 4791.09| 3000.00000 3000.00 DROP INLET DI-13 TY.II | | | 0170 09056 70.000 LF | 340.00000 23800.00| 315.30000 22071.00| 150.00000 10500.00 MANHOLE MH-1 OR 2 | | | 0180 09057 5.000 EA | 396.00000 1980.00| 513.52000 2567.60| 400.00000 2000.00 FRAME & COVER MH-1 | | | 0190 09148 8.000 TON | 62.00000 496.00| 61.63000 493.04| 50.00000 400.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0200 09150 32.000 TON | 62.00000 1984.00| 53.18000 1701.76| 36.00000 1152.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0210 09250 4.000 EA | 2241.00000 8964.00| 1173.00000 4692.00| 1000.00000 4000.00 SLOPE DRAIN | | | 0220 10065 7087.000 TON | 31.00000 219697.00| 28.19000 199782.53| 24.00000 170088.00 AGGR. MATL. NO. 1 | | | 0230 10128 2913.000 TON | 24.00000 69912.00| 26.97000 78563.61| 21.00000 61173.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0240 10250 163.000 TON | 32.00000 5216.00| 32.98000 5375.74| 25.00000 4075.00 NS AGGR. MATERIAL AGGR. MATERIAL CLEAN | | | NATIVE MATERIAL OR NO. 1 STONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B05 -3 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : C00082189C01 COUNTIES : FRANKLIN LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) L026 |( 3 ) H018 |DLB, INC. |D. W. LYLE CORPORATION |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 10610 641.000 TON | 102.00000 65382.00| 93.90000 60189.90| 95.00000 60895.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0260 10635 502.000 TON | 110.00000 55220.00| 101.73000 51068.46| 102.00000 51204.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0270 10642 1075.000 TON | 99.00000 106425.00| 91.20000 98040.00| 94.00000 101050.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0280 13320 1096.000 LF | 20.00000 21920.00| 17.60000 19289.60| 18.50000 20276.00 GUARDRAIL GR-2 | | | 0290 13345 2.000 EA | 2664.00000 5328.00| 2448.00000 4896.00| 2500.00000 5000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0300 13384 2.000 EA | 1333.00000 2666.00| 1224.00000 2448.00| 1300.00000 2600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0310 13495 536.000 LF | 49.00000 26264.00| 28.64000 15351.04| 35.00000 18760.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0320 13496 749.000 LF | 58.00000 43442.00| 26.90000 20148.10| 30.00000 22470.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0330 13605 10.000 EA | 6962.00000 69620.00| 3241.14000 32411.40| 5800.00000 58000.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0340 13607 2.000 EA | 6962.00000 13924.00| 4785.40000 9570.80| 16000.00000 32000.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0350 24100 481.000 HR | 80.00000 38480.00| 10.98000 5281.38| 10.00000 4810.00 ALLAYING DUST | | | 0360 24152 4.000 EA | 333.00000 1332.00| 402.90000 1611.60| 450.00000 1800.00 TYPE III BARRICADE 8' | | | 0370 24160 700.000 SF | 18.40000 12880.00| 14.28000 9996.00| 20.00000 14000.00 CONSTRUCTION SIGNS | | | 0380 24260 2693.000 TON | 27.40000 73788.20| 24.40000 65709.20| 20.00000 53860.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0390 24278 31900.000 DAY | 0.72000 22968.00| 0.66000 21054.00| 0.80000 25520.00 GROUP 2 CHANNELIZING DEVICES | | | 0400 24279 20000.000 HR | 6.60000 132000.00| 2.87000 57400.00| 2.50000 50000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0410 24282 7200.000 HR | 16.10000 115920.00| 1.00000 7200.00| 15.00000 108000.00 FLAGGER SERVICE | | | 0420 24288 64800.000 DAY | 1.17000 75816.00| 1.07000 69336.00| 1.75000 113400.00 WARNING LIGHT TY. B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B05 -4 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : C00082189C01 COUNTIES : FRANKLIN LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) L026 |( 3 ) H018 |DLB, INC. |D. W. LYLE CORPORATION |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 24430 3755.000 SY | 2.20000 8261.00| 6.05000 22717.75| 7.00000 26285.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0440 24600 1096.000 LF | 2.30000 2520.80| 2.04000 2235.84| 2.00000 2192.00 REMOVE EXISTING GUARDRAIL | | | 0450 24602 130.000 LF | 10.00000 1300.00| 6.65000 864.50| 13.00000 1690.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE ... | | | 0460 25506 20.000 MO | 1400.00000 28000.00| 1699.54000 33990.80| 1500.00000 30000.00 FIELD OFFICE TY.II | | | 0470 26127 2207.000 TON | 60.00000 132420.00| 35.78000 78966.46| 34.00000 75038.00 DRY RIPRAP CL.I 26" | | | 0480 27102 942.000 LB | 10.00000 9420.00| 11.05000 10409.10| 11.00000 10362.00 REGULAR SEED | | | 0490 27103 448.000 LB | 8.50000 3808.00| 9.07000 4063.36| 4.50000 2016.00 OVERSEEDING | | | 0500 27104 96.000 LB | 21.10000 2025.60| 21.44000 2058.24| 20.00000 1920.00 LEGUME SEED | | | 0510 27105 60.000 LB | 19.00000 1140.00| 19.24000 1154.40| 20.00000 1200.00 LEGUME OVERSEEDING | | | 0520 27215 1.000 TON | 1670.00000 1670.00| 1750.00000 1750.00| 1100.00000 1100.00 FERTILIZER(15-30-15) | | | 0530 27250 13.000 TON | 123.00000 1599.00| 175.24000 2278.12| 220.00000 2860.00 LIME | | | 0540 27321 1146.000 SY | 3.00000 3438.00| 2.42000 2773.32| 3.50000 4011.00 PROTECTIVE COVERING EC-2 | | | 0550 27325 537.000 SY | 6.00000 3222.00| 5.65000 3034.05| 5.00000 2685.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0560 27410 8.000 EA | 202.00000 1616.00| 263.55000 2108.40| 200.00000 1600.00 CHECK DAM, ROCK TY. I | | | 0570 27415 32.000 EA | 150.00000 4800.00| 174.84000 5594.88| 250.00000 8000.00 CHECK DAM(ROCK) TY. II | | | 0580 27422 2.000 EA | 4220.00000 8440.00| 1175.78000 2351.56| 1000.00000 2000.00 DEWATERING BASIN | | | 0590 27430 813.000 CY | 10.00000 8130.00| 11.19000 9097.47| 8.00000 6504.00 SILTATION CONTROL EXCAVATION | | | 0600 27461 1.000 EA | 170.00000 170.00| 254.80000 254.80| 500.00000 500.00 INLET PROTECTION TYPE B | | | 0610 27505 3884.000 LF | 3.10000 12040.40| 3.96000 15380.64| 2.40000 9321.60 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B05 -5 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : C00082189C01 COUNTIES : FRANKLIN LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) L026 |( 3 ) H018 |DLB, INC. |D. W. LYLE CORPORATION |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 27580 179.000 CY | 40.00000 7160.00| 9.79000 1752.41| 15.00000 2685.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0630 50430 90.000 LF | 33.30000 2997.00| 27.36000 2462.40| 30.00000 2700.00 SIGN POST STP-1 2" | | | 0640 50490 7.000 EA | 333.00000 2331.00| 1641.68000 11491.76| 300.00000 2100.00 CONCRETE FOUNDATION STP-1 | | | 0650 50864 8.000 EA | 167.00000 1336.00| 1067.09000 8536.72| 150.00000 1200.00 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 0660 51910 50.000 LF | 4.00000 200.00| 16.58000 829.00| 12.00000 600.00 SAW CUT | | | 0670 51955 LUMP| 71000.00000 71000.00| 51000.00000 51000.00| 80000.00000 80000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0680 54032 6800.000 LF | 1.39000 9452.00| 1.28000 8704.00| 0.70000 4760.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0690 54076 1200.000 LF | 4.38000 5256.00| 4.03000 4836.00| 0.85000 1020.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0700 54105 230.000 LF | 1.66000 381.80| 1.53000 351.90| 1.00000 230.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0710 54217 66.000 EA | 60.75000 4009.50| 55.85000 3686.10| 33.00000 2178.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0720 54240 58.000 EA | 11.65000 675.70| 10.71000 621.18| 5.50000 319.00 TEMP. PAVE. MARKER 1 WAY | | | 0730 54510 5634.000 LF | 2.30000 12958.20| 1.48000 8338.32| 2.25000 12676.50 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0740 54514 460.000 LF | 4.00000 1840.00| 3.01000 1384.60| 3.80000 1748.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0750 54524 115.000 LF | 11.93000 1371.95| 10.97000 1261.55| 7.00000 805.00 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 0760 60404 360.100 CY | 575.00000 207057.50| 923.50000 332552.35| 1150.00000 414115.00 CONCRETE CLASS A4 | | | 0770 60490 1345.000 SY | 4.75000 6388.75| 4.17000 5608.65| 3.75000 5043.75 BRIDGE DECK GROOVING | | | 0780 61701 89530.000 LB | 1.75000 156677.50| 1.87000 167421.10| 1.80000 161154.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0790 61822 333700.000 LS | 558000.00000 558000.00| 596329.00000 596329.00| 635000.00000 635000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE | | | 50W | | | 0800 62031 559.000 LF | 180.00000 100620.00| 160.36000 89641.24| 180.00000 100620.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B05 -6 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : C00082189C01 COUNTIES : FRANKLIN LETTING DATE : 10/24/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) L026 |( 3 ) H018 |DLB, INC. |D. W. LYLE CORPORATION |HAYMES BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 64005 3428.000 TON | 25.00000 85700.00| 21.60000 74044.80| 20.00000 68560.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0820 64011 2265.000 CY | 22.00000 49830.00| 44.46000 100701.90| 20.00000 45300.00 STRUCTURE EXCAVATION | | | 0830 64030 109.000 CY | 51.00000 5559.00| 43.33000 4722.97| 40.00000 4360.00 POROUS BACKFILL | | | 0840 64038 160.000 L.F.| 77.00000 12320.00| 148.10000 23696.00| 700.00000 112000.00 NS PREBORING PILE PREBORING PILE 10" | | | STEEL PILE | | | 0850 64045 2100.000 SF | 31.00000 65100.00| 35.12000 73752.00| 35.00000 73500.00 TEMPORARY SHEET PILING | | | 0860 64110 535.000 LF | 21.00000 11235.00| 72.78000 38937.30| 62.00000 33170.00 STEEL PILES 10" | | | 0870 64755 43.000 EA | 135.00000 5805.00| 70.74000 3041.82| 120.00000 5160.00 PILE POINT FOR 10" STEEL PILE | | | 0880 65013 727.900 CY | 310.00000 225649.00| 668.10000 486309.99| 725.00000 527727.50 CONCRETE CLASS A3 | | | 0890 65200 55440.000 LB | 1.20000 66528.00| 1.01000 55994.40| 0.90000 49896.00 REINF. STEEL | | | 0900 65201 12670.000 LB | 2.20000 27874.00| 1.91000 24199.70| 2.00000 25340.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0910 66120 3.000 EA | 16100.00000 48300.00| 32700.00000 98100.00| 20000.00000 60000.00 COFFERDAM | | | 0920 67900 LUMP| 75000.00000 75000.00| 135000.00000 135000.00| 120000.00000 120000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 1034 | | | 0930 67904 LUMP| 2.00000 2.00| 50000.00000 50000.00| 35000.00000 35000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. WORK BRIDGE A | | | 0940 67904 LUMP| 2.00000 2.00| 70000.00000 70000.00| 70000.00000 70000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. WORK BRIDGE B | | | SECTION TOTALS | $ 3,818,834.44| $ 4,349,857.44| $ 4,356,052.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,818,834.44| $ 4,349,857.44| $ 4,356,052.15 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B07 -1 TABULATION OF BIDS CALL ORDER : B07 CONTRACT ID : C00005105M01C COUNTIES : ROCKINGHAM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 09/30/13 COMPLETION DATE PROJECT(S) : (NFO)0672-082-231, M501 FED # STP-082-8(021) CONTRACT DESCRIPTION: 2.140 KM. GRADE, DRAIN, ASP. PAVE. 0.161 KM. N. RTE. 655 RTE 996 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 1,424,051.71 100.0000% 2 C508 COMMONWEALTH EXCAVATING, INC. $ 1,447,318.60 101.6339% 3 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 1,538,332.43 108.0250% 4 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 1,550,199.59 108.8584% 5 P019 PLECKER CONSTRUCTION COMPANY $ 1,830,655.08 128.5526% ==================================================================================================================================== |( 1 ) G181 |( 2 ) C508 |( 3 ) H004 |GENERAL EXCAVATION, INC. |COMMONWEALTH EXCAVATING, IN |HALEY, CHISHOLM & MORRIS, INCOR 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| 24000.00000 24000.00| 97000.00000 97000.00| 164066.78000 164066.78 MOBILIZATION | | | 0020 00102 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 20959.47000 20959.47 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00110 1.000 LS | 12000.00000 12000.00| 1.00000 1.00| 68409.02000 68409.02 CLEARING AND GRUBBING | | | 0040 00120 8453.000 CU M| 20.00000 169060.00| 13.08000 110565.24| 16.38000 138460.14 REGULAR EXCAVATION | | | 0050 00141 11764.000 CU M| 11.00000 129404.00| 15.70000 184694.80| 10.72000 126110.08 NS BORROW EXCAVATION BORROW EXCAVATION | | | (MIN. CBR 5) | | | 0060 00211 266.000 CU M| 19.00000 5054.00| 7.85000 2088.10| 22.59000 6008.94 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00306 7037.000 MTON| 19.50000 137221.50| 23.15000 162906.55| 21.56000 151717.72 NS SELECT MATERIAL SELECT MATERIAL ... | | | 0080 00591 37.000 M | 140.00000 5180.00| 39.24000 1451.88| 39.12000 1447.44 COMB. UNDERDRAIN CD-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B07 -2 TABULATION OF BIDS CALL ORDER : B07 CONTRACT ID : C00005105M01C COUNTIES : ROCKINGHAM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C508 |( 3 ) H004 |GENERAL EXCAVATION, INC. |COMMONWEALTH EXCAVATING, IN |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00596 5.000 EA | 560.00000 2800.00| 475.00000 2375.00| 663.89000 3319.45 ENDWALL EW-12 | | | 0100 01150 67.000 M | 225.00000 15075.00| 121.49000 8139.83| 102.21000 6848.07 375 MM PIPE | | | 0110 01240 15.000 M | 350.00000 5250.00| 136.67000 2050.05| 227.65000 3414.75 600 MM PIPE | | | 0120 01300 35.000 M | 170.00000 5950.00| 187.28000 6554.80| 290.65000 10172.75 750 MM PIPE | | | 0130 02090 18.000 M | 55.00000 990.00| 50.00000 900.00| 45.72000 822.96 NS PIPE PIPE 150MM OUTLET | | | 0140 02092 4.000 EA | 2500.00000 10000.00| 995.00000 3980.00| 3582.80000 14331.20 NS SPEC. DES. SPEC. DES. CONC. SLAB END | | | TREAT. | | | 0150 04130 52.000 M | 167.89000 8730.28| 184.15000 9575.80| 214.37000 11147.24 525 MM X 375 MM ARCH PIPE | | | 0160 04160 25.000 M | 169.48000 4237.00| 200.08000 5002.00| 236.36000 5909.00 600 MM X 450 MM ARCH PIPE | | | 0170 04180 28.000 M | 266.22000 7454.16| 292.43000 8188.04| 264.96000 7418.88 700 MM X 500 MM ARCH PIPE | | | 0180 04290 44.000 M | 233.62000 10279.28| 319.66000 14065.04| 312.26000 13739.44 875 MM X 600 MM ARCH PIPE | | | 0190 04330 25.000 M | 270.58000 6764.50| 482.16000 12054.00| 356.89000 8922.25 1050 MM X 725 MM ARCH PIPE | | | 0200 04380 64.000 M | 413.51000 26464.64| 525.00000 33600.00| 440.33000 28181.12 1225 MM X 825 MM ARCH PIPE | | | 0210 06150 4.000 EA | 300.97000 1203.88| 400.00000 1600.00| 290.06000 1160.24 375 MM END SECTION ES-1 OR 2 | | | 0220 06240 2.000 EA | 472.26000 944.52| 575.00000 1150.00| 444.59000 889.18 600 MM END SECTION ES-1 OR 2 | | | 0230 06495 4.000 EA | 962.59000 3850.36| 915.00000 3660.00| 814.48000 3257.92 NS END SECTION END SECTION 1050 MM X | | | 725MM (ES-3) | | | 0240 06495 2.000 EA | 351.31000 702.62| 700.00000 1400.00| 344.82000 689.64 NS END SECTION END SECTION 525MM X | | | 375MM (ES-3) | | | 0250 06495 2.000 EA | 417.80000 835.60| 900.00000 1800.00| 407.37000 814.74 NS END SECTION END SECTION 600 MM X | | | 450MM (ES-3) | | | 0260 06495 4.000 EA | 486.92000 1947.68| 1200.00000 4800.00| 463.53000 1854.12 NS END SECTION END SECTION 700MM X | | | 500MM (ES-3) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B07 -3 TABULATION OF BIDS CALL ORDER : B07 CONTRACT ID : C00005105M01C COUNTIES : ROCKINGHAM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C508 |( 3 ) H004 |GENERAL EXCAVATION, INC. |COMMONWEALTH EXCAVATING, IN |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 06495 4.000 EA | 694.56000 2778.24| 1500.00000 6000.00| 654.58000 2618.32 NS END SECTION END SECTION 875MM X | | | 600MM (ES-3) | | | 0280 09148 4.000 MTON| 129.85000 519.40| 52.88000 211.52| 130.02000 520.08 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0290 09150 33.000 MTON| 116.53000 3845.49| 88.57000 2922.81| 60.52000 1997.16 EROSION CONTROL STONE CLASS I, EC-1 | | | 0300 10128 3496.000 MTON| 26.14000 91385.44| 24.25000 84778.00| 18.82000 65794.72 AGGR. BASE MATL. TY. I NO. 21B | | | 0310 10250 86.000 MTON| 34.30000 2949.80| 25.41000 2185.26| 22.46000 1931.56 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0320 10628 4298.000 SQ M| 1.00000 4298.00| 4.20000 18051.60| 2.63000 11303.74 FLEXIBLE PAVEMENT PLANING 0 MM - 40 MM | | | 0330 10635 1698.000 MTON| 99.76000 169392.48| 99.00000 168102.00| 100.77000 171107.46 ASPHALT CONCRETE TY. SM-9.5A | | | 0340 10642 2248.000 MTON| 81.22000 182582.56| 80.00000 179840.00| 82.05000 184448.40 ASPHALT CONCRETE TY. BM-25.0A | | | 0350 11070 1920.000 M | 7.76000 14899.20| 13.12000 25190.40| 5.58000 10713.60 NS SAW CUT SAW CUT FULL DEPTH | | | 0360 13212 81.000 EA | 81.72000 6619.32| 150.00000 12150.00| 189.11000 15317.91 R/W MONUMENT RM-2 | | | 0370 13310 15.000 M | 156.00000 2340.00| 64.00000 960.00| 341.45000 5121.75 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0380 13320 172.000 M | 61.36000 10553.92| 65.50000 11266.00| 55.68000 9576.96 GUARDRAIL GR-2 | | | 0390 13345 3.000 EA | 2496.00000 7488.00| 2650.00000 7950.00| 2626.50000 7879.50 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0400 13392 4.000 EA | 2184.00000 8736.00| 2050.00000 8200.00| 2311.32000 9245.28 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0410 24100 720.000 HR | 40.00000 28800.00| 18.00000 12960.00| 0.14000 100.80 ALLAYING DUST | | | 0420 24150 8.000 EA | 460.00000 3680.00| 400.00000 3200.00| 337.55000 2700.40 TYPE III BARRICADE 1.2 M | | | 0430 24160 20.000 SQ M| 302.18000 6043.60| 184.45000 3689.00| 221.98000 4439.60 CONSTRUCTION SIGNS | | | 0440 24260 400.000 MTON| 20.00000 8000.00| 23.15000 9260.00| 18.82000 7528.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0450 24278 500.000 DAY | 2.00000 1000.00| 1.00000 500.00| 1.15000 575.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B07 -4 TABULATION OF BIDS CALL ORDER : B07 CONTRACT ID : C00005105M01C COUNTIES : ROCKINGHAM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C508 |( 3 ) H004 |GENERAL EXCAVATION, INC. |COMMONWEALTH EXCAVATING, IN |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24279 2560.000 HR | 12.36000 31641.60| 5.00000 12800.00| 5.25000 13440.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0470 24282 600.000 HR | 20.00000 12000.00| 16.00000 9600.00| 17.86000 10716.00 FLAGGER SERVICE | | | 0480 24400 14.000 UNIT| 90.00000 1260.00| 125.00000 1750.00| 575.86000 8062.04 OBSCURING ROADWAY | | | 0490 24430 7409.000 SQ M| 2.11000 15632.99| 5.00000 37045.00| 3.96000 29339.64 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0500 24703 124.000 M | 5.20000 644.80| 4.92000 610.08| 10.08000 1249.92 NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0510 24810 1.000 EA | 800.00000 800.00| 200.00000 200.00| 1439.64000 1439.64 NS RESET EXIST. RESET EXIST. CATTLE | | | GUARD | | | 0520 25506 5.000 MO | 1600.00000 8000.00| 1200.00000 6000.00| 2763.89000 13819.45 FIELD OFFICE TY.II | | | 0530 26271 55.000 MTON| 110.07000 6053.85| 61.00000 3355.00| 58.11000 3196.05 NS DRY RIPRAP DRY RIPRAP CL I | | | 0540 27012 2.000 HA | 11300.00000 22600.00| 11232.00000 22464.00| 7303.74000 14607.48 TOPSOIL CL. A 50 MM | | | 0550 27102 550.000 KG | 35.00000 19250.00| 8.82000 4851.00| 27.97000 15383.50 REGULAR SEED | | | 0560 27103 340.000 KG | 15.00000 5100.00| 13.24000 4501.60| 7.05000 2397.00 OVERSEEDING | | | 0570 27215 3.000 MTON| 1200.00000 3600.00| 1100.00000 3300.00| 1733.49000 5200.47 FERTILIZER(15-30-15) | | | 0580 27250 24.000 MTON| 220.00000 5280.00| 337.50000 8100.00| 208.02000 4992.48 LIME | | | 0590 27288 7.000 HA | 3460.00000 24220.00| 2639.85000 18478.95| 3139.93000 21979.51 EROSION CONTROL MULCH | | | 0600 27321 2776.000 SQ M| 2.80000 7772.80| 2.25000 6246.00| 4.22000 11714.72 PROTECTIVE COVERING EC-2 | | | 0610 27325 2226.000 SQ M| 7.00000 15582.00| 2.75000 6121.50| 8.39000 18676.14 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0620 27410 9.000 EA | 650.00000 5850.00| 100.00000 900.00| 531.13000 4780.17 CHECK DAM, ROCK TY. I | | | 0630 27415 48.000 EA | 250.00000 12000.00| 200.00000 9600.00| 115.00000 5520.00 CHECK DAM(ROCK) TY. II | | | 0640 27422 3.000 EA | 1900.00000 5700.00| 200.00000 600.00| 392.99000 1178.97 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B07 -5 TABULATION OF BIDS CALL ORDER : B07 CONTRACT ID : C00005105M01C COUNTIES : ROCKINGHAM LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) C508 |( 3 ) H004 |GENERAL EXCAVATION, INC. |COMMONWEALTH EXCAVATING, IN |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 27430 960.000 CU M| 12.00000 11520.00| 3.93000 3772.80| 0.14000 134.40 SILTATION CONTROL EXCAVATION | | | 0660 27500 160.000 SQ M| 3.00000 480.00| 8.40000 1344.00| 4.35000 696.00 GEOTEXTILE FABRIC | | | 0670 27505 940.000 M | 6.84000 6429.60| 9.02000 8478.80| 7.24000 6805.60 TEMP. SILT FENCE | | | 0680 27506 1680.000 M | 6.67000 11205.60| 3.28000 5510.40| 7.24000 12163.20 TEMP. FILTER BARRIER | | | 0690 27525 40.000 M | 90.00000 3600.00| 3.30000 132.00| 65.11000 2604.40 TURBIDITY CURTAIN, PERVIOUS | | | 0700 40002 77.000 M | 60.00000 4620.00| 68.73000 5292.21| 51.79000 3987.83 20 MM WATER SERVICE LINE | | | 0710 51968 57.000 M | 69.00000 3933.00| 39.37000 2244.09| 54.12000 3084.84 NS INSTALL INSTALL 300MM CONDUIT | | | 0720 66631 135.000 MTON| 59.00000 7965.00| 51.87000 7002.45| 60.52000 8170.20 NS RIPRAP RIPRAP EROSION CONTROL | | | CL. I 600MM | | | SECTION TOTALS | $ 1,424,051.71| $ 1,447,318.60| $ 1,538,332.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,424,051.71| $ 1,447,318.60| $ 1,538,332.43 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B11 -1 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00085022C01 COUNTIES : SUSSEX LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/29/13 COMPLETION DATE PROJECT(S) : (NFO)0626-091-705,C501 FED # STP-091-5(023) (NFO)0626-091-705,C501 FED # STP-091-5(023) CONTRACT DESCRIPTION: ROUTE 626 WIDENING 0.017 MI. S. OF SOUTHERN CONNECTION WITH RTE 636 0.101 MI. N. OF NORTHERN CONNECTION WITH RTE 636 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 306,126.61 100.0000% 2 B978 HENRY S. BRANSCOME, L.L.C. $ 387,423.23 126.5565% 3 B850 BRANSCOME INC. $ 395,226.69 129.1056% 4 C333 CURTIS CONTRACTING, INC. $ 398,457.82 130.1611% 5 C019 CLARY CONSTRUCTION CO., INC. $ 403,803.00 131.9072% ==================================================================================================================================== |( 1 ) H301 |( 2 ) B978 |( 3 ) B850 |HOWARD BROTHERS CONTRACTOR, |HENRY S. BRANSCOME, L.L.C. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 20000.00000 20000.00| 12115.66000 12115.66| 11662.66000 11662.66 MOBILIZATION | | | 0020 00110 0.500 LS | 12000.00000 12000.00| 9971.23000 9971.23| 12357.38000 12357.38 CLEARING AND GRUBBING | | | 0030 00120 2298.000 CY | 15.00000 34470.00| 25.27000 58070.46| 25.72000 59104.56 REGULAR EXCAVATION | | | 0040 00154 2924.000 S.Y.| 4.00000 11696.00| 2.74000 8011.76| 2.37000 6929.88 NS GEOTEXTILE GEOTEXTILE BIAXIAL GEOGRI | | | 0050 00280 1805.000 CY | 10.50000 18952.50| 16.27000 29367.35| 35.43000 63951.15 SELECT MATL. TY. II MIN. CBR-20 | | | 0060 00355 2924.000 SY | 2.00000 5848.00| 1.16000 3391.84| 1.31000 3830.44 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00506 41.000 TON | 35.00000 1435.00| 32.96000 1351.36| 42.88000 1758.08 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. NO. 57 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B11 -2 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00085022C01 COUNTIES : SUSSEX LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) B978 |( 3 ) B850 |HOWARD BROTHERS CONTRACTOR, |HENRY S. BRANSCOME, L.L.C. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00700 128.000 LF | 9.00000 1152.00| 13.82000 1768.96| 5.84000 747.52 POST INSTALLATION INSPECTION | | | 0090 01150 164.000 LF | 45.00000 7380.00| 20.15000 3304.60| 66.73000 10943.72 15" PIPE | | | 0100 02142 96.000 LF | 175.00000 16800.00| 72.11000 6922.56| 71.87000 6899.52 23" X 14" ELLIPTICAL CONC. PIPE | | | 0110 06151 4.000 EA | 250.00000 1000.00| 595.40000 2381.60| 524.85000 2099.40 15" END SECTION ES-1 | | | 0120 06500 4.000 EA | 1350.00000 5400.00| 1313.72000 5254.88| 1503.05000 6012.20 23" X 14" END SECTION ES-1A | | | 0130 10103 74.000 TON | 26.00000 1924.00| 28.87000 2136.38| 28.25000 2090.50 AGGR. MATL. NO. 25 OR 26 | | | 0140 10128 2170.000 TON | 22.00000 47740.00| 25.26000 54814.20| 23.57000 51146.90 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10417 17.000 GAL | 10.00000 170.00| 15.11000 256.87| 30.20000 513.40 TACK COAT | | | 0160 10635 259.000 TON | 99.00000 25641.00| 126.08000 32654.72| 102.50000 26547.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0170 10642 690.000 TON | 80.00000 55200.00| 106.03000 73160.70| 83.14000 57366.60 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 11070 38.000 LF | 5.00000 190.00| 3.30000 125.40| 5.84000 221.92 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | . | | | 0190 13232 101.000 SY | 3.00000 303.00| 5.50000 555.50| 4.97000 501.97 GEOTEXTILE DRAINAGE FABRIC | | | 0200 24152 8.000 EA | 150.00000 1200.00| 378.83000 3030.64| 332.05000 2656.40 TYPE III BARRICADE 8' | | | 0210 24160 273.000 SF | 25.00000 6825.00| 25.75000 7029.75| 25.35000 6920.55 CONSTRUCTION SIGNS | | | 0220 24260 21.000 TON | 26.00000 546.00| 29.31000 615.51| 65.57000 1376.97 CR. RUN AGGR. NO. 25 OR 26 | | | 0230 24400 5.000 UNIT| 100.00000 500.00| 255.85000 1279.25| 389.72000 1948.60 OBSCURING ROADWAY | | | 0240 24410 2210.000 SY | 5.00000 11050.00| 2.21000 4884.10| 2.29000 5060.90 DEMOLITION OF PAVEMENT | | | 0250 25505 3.000 MO | 50.00000 150.00| 4246.42000 12739.26| 2334.22000 7002.66 FIELD OFFICE TY.I | | | 0260 27022 1.000 ACRE| 8000.00000 8000.00| 21791.09000 21791.09| 13059.84000 13059.84 TOPSOIL CLASS B 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B11 -3 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00085022C01 COUNTIES : SUSSEX LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) B978 |( 3 ) B850 |HOWARD BROTHERS CONTRACTOR, |HENRY S. BRANSCOME, L.L.C. |BRANSCOME INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27102 409.000 LB | 0.01000 4.09| 18.87000 7717.83| 18.67000 7636.03 REGULAR SEED | | | 0280 27103 116.000 LB | 0.01000 1.16| 11.79000 1367.64| 11.67000 1353.72 OVERSEEDING | | | 0290 27215 1.000 TON | 0.01000 0.01| 1769.00000 1769.00| 1750.66000 1750.66 FERTILIZER(15-30-15) | | | 0300 27250 4.000 TON | 0.01000 0.04| 353.80000 1415.20| 350.13000 1400.52 LIME | | | 0310 27284 3700.000 SY | 0.10000 370.00| 0.59000 2183.00| 0.58000 2146.00 EROSION CONTROL MULCH | | | 0320 27325 32.000 SY | 10.00000 320.00| 11.79000 377.28| 11.67000 373.44 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0330 27415 13.000 EA | 75.00000 975.00| 412.77000 5366.01| 408.49000 5310.37 CHECK DAM(ROCK) TY. II | | | 0340 27422 1.000 EA | 0.01000 0.01| 786.25000 786.25| 378.99000 378.99 DEWATERING BASIN | | | 0350 27430 90.000 CY | 0.01000 0.90| 1.16000 104.40| 13.34000 1200.60 SILTATION CONTROL EXCAVATION | | | 0360 27506 479.000 LF | 2.00000 958.00| 1.41000 675.39| 4.67000 2236.93 TEMP. FILTER BARRIER | | | 0370 50108 49.000 SF | 25.00000 1225.00| 30.34000 1486.66| 30.03000 1471.47 SIGN PANEL | | | 0380 50430 20.000 LF | 26.00000 520.00| 24.47000 489.40| 24.22000 484.40 SIGN POST STP-1 2" | | | 0390 50432 12.000 LF | 12.00000 144.00| 26.54000 318.48| 26.26000 315.12 SIGN POST STP-1 2 3/16" | | | 0400 50434 24.000 LF | 42.00000 1008.00| 30.16000 723.84| 29.84000 716.16 SIGN POST STP-1 2 1/2" | | | 0410 51248 4.000 EA | 200.00000 800.00| 205.80000 823.20| 203.66000 814.64 NS CONC. FOUNDATION CONC. FOUNDATION | | | STP-1 | | | 0420 54032 2250.000 LF | 1.75000 3937.50| 2.01000 4522.50| 2.01000 4522.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0430 54042 44.000 LF | 6.60000 290.40| 7.08000 311.52| 9.18000 403.92 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 306,126.61| $ 387,423.23| $ 395,226.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,126.61| $ 387,423.23| $ 395,226.69 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B14 -1 TABULATION OF BIDS CALL ORDER : B14 CONTRACT ID : C00094647N01 COUNTIES : WISE LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/01/13 COMPLETION DATE PROJECT(S) : 0651-097-T21,N501 FED # NONE CONTRACT DESCRIPTION: CURVE WIDENING 2.55 MI. N. RTE. ALT. 58 2.65 MI. N. RTE. ALT. 58 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 246,115.10 100.0000% 2 C174 CLECO CORPORATION $ 247,232.50 100.4540% 3 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 249,181.36 101.2459% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 291,909.60 118.6069% 5 W048 W-L CONSTRUCTION & PAVING, INC. $ 306,243.48 124.4310% ==================================================================================================================================== |( 1 ) E155 |( 2 ) C174 |( 3 ) D557 |ELK KNOB, INC. |CLECO CORPORATION |C.L. DALE CONSTRUCTION SERVICES 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| 12500.00000 12500.00| 19000.00000 19000.00| 22000.00000 22000.00 MOBILIZATION | | | 0020 00101 LUMP| 5445.00000 5445.00| 6000.00000 6000.00| 4950.00000 4950.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 55000.00000 55000.00| 40000.00000 40000.00| 80971.00000 80971.00 GRADING | | | 0040 00700 72.000 LF | 25.00000 1800.00| 30.00000 2160.00| 0.01000 0.72 POST INSTALLATION INSPECTION | | | 0050 01180 72.000 LF | 50.00000 3600.00| 36.00000 2592.00| 40.00000 2880.00 18" PIPE | | | 0060 06180 2.000 EA | 350.00000 700.00| 150.00000 300.00| 250.00000 500.00 18" END SECTION ES-1 OR 2 | | | 0070 09148 4.000 TON | 50.00000 200.00| 50.00000 200.00| 25.00000 100.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0080 10065 105.000 TON | 22.00000 2310.00| 25.00000 2625.00| 17.09000 1794.45 AGGR. MATL. NO. 1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B14 -2 TABULATION OF BIDS CALL ORDER : B14 CONTRACT ID : C00094647N01 COUNTIES : WISE LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) C174 |( 3 ) D557 |ELK KNOB, INC. |CLECO CORPORATION |C.L. DALE CONSTRUCTION SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10128 929.000 TON | 24.00000 22296.00| 20.00000 18580.00| 20.20000 18765.80 AGGR. BASE MATL. TY. I NO. 21B | | | 0100 10598 230.000 TON | 133.31000 30661.30| 130.00000 29900.00| 122.00000 28060.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-19.0D | | | 0110 10642 660.000 TON | 101.69000 67115.40| 110.00000 72600.00| 99.70000 65802.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0120 24160 162.000 SF | 20.00000 3240.00| 25.00000 4050.00| 0.01000 1.62 CONSTRUCTION SIGNS | | | 0130 24260 372.000 TON | 21.00000 7812.00| 19.00000 7068.00| 16.30000 6063.60 CR. RUN AGGR. NO. 25 OR 26 | | | 0140 24278 440.000 DAY | 1.00000 440.00| 1.00000 440.00| 4.00000 1760.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24282 480.000 HR | 15.00000 7200.00| 15.00000 7200.00| 0.01000 4.80 FLAGGER SERVICE | | | 0160 24430 1495.000 SY | 4.00000 5980.00| 5.00000 7475.00| 1.00000 1495.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0170 27102 112.000 LB | 8.80000 985.60| 9.00000 1008.00| 8.00000 896.00 REGULAR SEED | | | 0180 27103 70.000 LB | 8.80000 616.00| 9.00000 630.00| 8.00000 560.00 OVERSEEDING | | | 0190 27104 19.000 LB | 22.00000 418.00| 22.00000 418.00| 20.00000 380.00 LEGUME SEED | | | 0200 27105 12.000 LB | 22.00000 264.00| 22.00000 264.00| 20.00000 240.00 LEGUME OVERSEEDING | | | 0210 27215 0.200 TON | 990.00000 198.00| 1000.00000 200.00| 900.00000 180.00 FERTILIZER(15-30-15) | | | 0220 27250 3.000 TON | 192.50000 577.50| 200.00000 600.00| 175.00000 525.00 LIME | | | 0230 27325 60.000 SY | 7.98000 478.80| 8.00000 480.00| 7.25000 435.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0240 27415 17.000 EA | 275.00000 4675.00| 500.00000 8500.00| 0.01000 0.17 CHECK DAM(ROCK) TY. II | | | 0250 27430 120.000 CY | 0.10000 12.00| 4.00000 480.00| 0.01000 1.20 SILTATION CONTROL EXCAVATION | | | 0260 27506 665.000 LF | 2.50000 1662.50| 3.50000 2327.50| 3.00000 1995.00 TEMP. FILTER BARRIER | | | 0270 41104 1.000 EA | 300.00000 300.00| 500.00000 500.00| 300.00000 300.00 ADJUST EXIST. VALVE BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B14 -3 TABULATION OF BIDS CALL ORDER : B14 CONTRACT ID : C00094647N01 COUNTIES : WISE LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) C174 |( 3 ) D557 |ELK KNOB, INC. |CLECO CORPORATION |C.L. DALE CONSTRUCTION SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 50108 71.000 SF | 25.00000 1775.00| 25.00000 1775.00| 60.00000 4260.00 SIGN PANEL | | | 0290 50430 72.000 LF | 25.00000 1800.00| 15.00000 1080.00| 15.00000 1080.00 SIGN POST STP-1 2" | | | 0300 50434 24.000 LF | 30.00000 720.00| 20.00000 480.00| 20.00000 480.00 SIGN POST STP-1 2 1/2" | | | 0310 50490 10.000 EA | 200.00000 2000.00| 500.00000 5000.00| 50.00000 500.00 CONCRETE FOUNDATION STP-1 | | | 0320 54020 1100.000 LF | 3.03000 3333.00| 3.00000 3300.00| 2.00000 2200.00 TYPE A PAVEMENT LINE MARKING 4" | | | SECTION TOTALS | $ 246,115.10| $ 247,232.50| $ 249,181.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 246,115.10| $ 247,232.50| $ 249,181.36 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B30 -1 TABULATION OF BIDS CALL ORDER : B30 CONTRACT ID : C00099297N01 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/30/14 COMPLETION DATE PROJECT(S) : (NFO) TS05-965-076, N501 FED # IM-PM00(250) CONTRACT DESCRIPTION: REPLACE BRIDGE (PARAPET) MOUNTED SIGN STRUCTURES (PHASE 2) VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V941 VIRGINIA SIGN AND LIGHTING COMPANY, DIVISION OF THE LANE COR $ 1,378,164.38 100.0000% 2 M813 MCCLAIN & CO., INC. $ 1,455,622.37 105.6204% 3 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 1,460,013.52 105.9390% 4 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 1,535,000.00 111.3800% 5 S1309 SDC CONTRACTING, LLC $ 1,710,365.32 124.1046% 6 E078 ELDERLEE, INCORPORATED $ 1,901,370.64 137.9640% ==================================================================================================================================== |( 1 ) V941 |( 2 ) M813 |( 3 ) R009 |VIRGINIA SIGN AND LIGHTING |MCCLAIN & CO., INC. |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13315 3.000 EA | 300.00000 900.00| 1333.00000 3999.00| 1126.13000 3378.39 GUARDRAIL TERMINAL GR-11 | | | 0020 13320 1956.000 LF | 20.00000 39120.00| 28.00000 54768.00| 24.26000 47452.56 GUARDRAIL GR-2 | | | 0030 13345 4.000 EA | 3000.00000 12000.00| 4000.00000 16000.00| 3465.00000 13860.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0040 13349 4.000 EA | 900.00000 3600.00| 1333.00000 5332.00| 808.50000 3234.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0050 13383 2.000 EA | 2400.00000 4800.00| 4000.00000 8000.00| 3118.50000 6237.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0060 13392 1.000 EA | 2600.00000 2600.00| 4000.00000 4000.00| 2576.10000 2576.10 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0070 13401 1.000 EA | 6200.00000 6200.00| 10666.00000 10666.00| 6468.00000 6468.00 NS GUARDRAIL GUARDRAIL TERMINAL CAT 350 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B30 -2 TABULATION OF BIDS CALL ORDER : B30 CONTRACT ID : C00099297N01 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M813 |( 3 ) R009 |VIRGINIA SIGN AND LIGHTING |MCCLAIN & CO., INC. |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13421 25.000 LF | 33.00000 825.00| 133.00000 3325.00| 34.65000 866.25 MEDIAN BARRIER MB-3 | | | 0090 24160 560.000 SF | 8.00000 4480.00| 1.00000 560.00| 11.55000 6468.00 CONSTRUCTION SIGNS | | | 0100 24272 1008.000 HR | 34.00000 34272.00| 25.00000 25200.00| 9.24000 9313.92 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 4150.000 DAY | 1.00000 4150.00| 0.85000 3527.50| 0.50000 2075.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 720.000 HR | 10.00000 7200.00| 7.00000 5040.00| 9.24000 6652.80 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24281 2120.000 HR | 3.00000 6360.00| 3.00000 6360.00| 3.75000 7950.00 ELECTRONIC ARROW | | | 0140 24601 1668.000 LF | 3.00000 5004.00| 5.33000 8890.44| 4.62000 7706.16 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0150 27321 213.000 SY | 3.00000 639.00| 0.05000 10.65| 2.75000 585.75 PROTECTIVE COVERING EC-2 | | | 0160 27506 2930.000 LF | 3.00000 8790.00| 0.97000 2842.10| 2.46000 7207.80 TEMP. FILTER BARRIER | | | 0170 50108 5945.060 SF | 23.00000 136736.38| 25.00000 148626.50| 29.93000 177935.65 SIGN PANEL | | | 0180 50410 33.000 LF | 71.00000 2343.00| 71.21000 2349.93| 49.50000 1633.50 SIGN POST STEEL 10" | | | 0190 50416 50.000 LF | 89.00000 4450.00| 88.00000 4400.00| 71.55000 3577.50 SIGN POST STEEL 16" | | | 0200 50418 50.000 LF | 106.00000 5300.00| 95.70000 4785.00| 85.22000 4261.00 SIGN POST STEEL 18" | | | 0210 50430 7.000 LF | 73.00000 511.00| 16.60000 116.20| 25.56000 178.92 SIGN POST STP-1 2" | | | 0220 50432 12.000 LF | 11.00000 132.00| 10.40000 124.80| 26.72000 320.64 SIGN POST STP-1 2 3/16" | | | 0230 50434 25.000 LF | 34.00000 850.00| 10.25000 256.25| 27.87000 696.75 SIGN POST STP-1 2 1/2" | | | 0240 50490 3.000 EA | 250.00000 750.00| 450.00000 1350.00| 434.37000 1303.11 CONCRETE FOUNDATION STP-1 | | | 0250 50506 2.000 EA | 605.00000 1210.00| 545.00000 1090.00| 567.49000 1134.98 CONC. FOUND., SSP-VI A 2'3" DIA. X 4'6" | | | DEPTH | | | 0260 50546 2.000 EA | 1840.00000 3680.00| 1179.00000 2358.00| 2898.97000 5797.94 CONC. FOUND., SSP-VI A 3'6" DIA. X 9'6" | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B30 -3 TABULATION OF BIDS CALL ORDER : B30 CONTRACT ID : C00099297N01 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M813 |( 3 ) R009 |VIRGINIA SIGN AND LIGHTING |MCCLAIN & CO., INC. |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 50550 2.000 EA | 1900.00000 3800.00| 1221.00000 2442.00| 2989.27000 5978.54 CONC. FOUND., SSP-VI A 4' DIA. X 7'6" | | | DEPTH | | | 0280 50575 297.000 C.Y.| 675.00000 200475.00| 1070.00000 317790.00| 890.09000 264356.73 CONC. FOUND. O/H SIGN STRUCTURE | | | 0290 50759 7.000 EA | 268.00000 1876.00| 226.00000 1582.00| 337.95000 2365.65 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0300 50863 2.000 EA | 245.00000 490.00| 338.00000 676.00| 278.45000 556.90 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 0310 50864 1.000 EA | 495.00000 495.00| 451.00000 451.00| 409.01000 409.01 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 0320 50867 2.000 EA | 105.00000 210.00| 113.00000 226.00| 136.34000 272.68 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0330 50868 3.000 EA | 130.00000 390.00| 141.00000 423.00| 266.90000 800.70 REMOVE-DISPOSE SIGN STRUCT. TY. WP-2 | | | 0340 50902 1.000 EA | 44400.00000 44400.00| 42000.00000 42000.00| 43903.13000 43903.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 1 | | | 0350 50902 1.000 EA | 57000.00000 57000.00| 50000.00000 50000.00| 52173.83000 52173.83 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 10 | | | 0360 50902 1.000 EA | 34000.00000 34000.00| 32000.00000 32000.00| 34432.13000 34432.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 11 | | | 0370 50902 1.000 EA | 70000.00000 70000.00| 60100.00000 60100.00| 60720.83000 60720.83 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 12 | | | 0380 50902 1.000 EA | 36500.00000 36500.00| 34300.00000 34300.00| 37435.13000 37435.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 13 | | | 0390 50902 1.000 EA | 30500.00000 30500.00| 28700.00000 28700.00| 32122.13000 32122.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 14 | | | 0400 50902 1.000 EA | 51500.00000 51500.00| 48000.00000 48000.00| 50717.63000 50717.63 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 15 | | | 0410 50902 1.000 EA | 28000.00000 28000.00| 27000.00000 27000.00| 32535.38000 32535.38 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 16 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B30 -4 TABULATION OF BIDS CALL ORDER : B30 CONTRACT ID : C00099297N01 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M813 |( 3 ) R009 |VIRGINIA SIGN AND LIGHTING |MCCLAIN & CO., INC. |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 50902 1.000 EA | 91000.00000 91000.00| 84400.00000 84400.00| 86512.65000 86512.65 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 17 | | | 0430 50902 1.000 EA | 28000.00000 28000.00| 26000.00000 26000.00| 29581.13000 29581.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 18 | | | 0440 50902 1.000 EA | 152000.00000 152000.00| 141000.00000 141000.00| 137355.75000 137355.75 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 2 | | | 0450 50902 1.000 EA | 39000.00000 39000.00| 37000.00000 37000.00| 39745.13000 39745.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 3 | | | 0460 50902 1.000 EA | 36000.00000 36000.00| 34500.00000 34500.00| 40216.13000 40216.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 4 | | | 0470 50902 1.000 EA | 20000.00000 20000.00| 18700.00000 18700.00| 20768.03000 20768.03 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 6 | | | 0480 50902 1.000 EA | 34000.00000 34000.00| 31600.00000 31600.00| 34316.63000 34316.63 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 7 | | | 0490 50902 1.000 EA | 38000.00000 38000.00| 35900.00000 35900.00| 38936.63000 38936.63 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 8 | | | 0500 50902 1.000 EA | 27000.00000 27000.00| 25200.00000 25200.00| 28888.13000 28888.13 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCTURE LOCATION NO. 9 | | | 0510 51963 1.000 EA | 6400.00000 6400.00| 4707.00000 4707.00| 5649.30000 5649.30 NS REMOVE REMOVE REM. AND DISPOSE O/H | | | SIGN STRUCT TY DP-3 | | | 0520 51963 2.000 EA | 100.00000 200.00| 113.00000 226.00| 71.06000 142.12 NS REMOVE REMOVE REM. AND DISPOSE OF | | | SIGN STR. TY. STP-1 | | | 0530 51963 1.000 EA | 126.00000 126.00| 300.00000 300.00| 5649.30000 5649.30 NS REMOVE REMOVE REM. AND DISPOSE SIGN | | | STRUCT. TY. MBM | | | 0540 51963 20.000 EA | 1150.00000 23000.00| 600.00000 12000.00| 539.57000 10791.40 NS REMOVE REMOVE REMOVE & DIS. O/H STR. | | | TY. BM W LIGHTS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B30 -5 TABULATION OF BIDS CALL ORDER : B30 CONTRACT ID : C00099297N01 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) V941 |( 2 ) M813 |( 3 ) R009 |VIRGINIA SIGN AND LIGHTING |MCCLAIN & CO., INC. |RICHARDSON-WAYLAND ELECTRICAL C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 51963 8.000 EA | 1150.00000 9200.00| 450.00000 3600.00| 539.57000 4316.56 NS REMOVE REMOVE REMOVE & DIS. O/H STR. | | | TY. BM W/O LIGHTS | | | 0560 55080 850.000 LF | 1.00000 850.00| 2.10000 1785.00| 3.04000 2584.00 8 CONDUCTOR CABLE | | | 0570 56030 425.000 LF | 2.00000 850.00| 1.60000 680.00| 8.26000 3510.50 2" CONDUIT | | | 0580 56200 425.000 LF | 8.00000 3400.00| 14.00000 5950.00| 5.80000 2465.00 TRENCH EXCAVATION ECI-1 | | | 0590 56205 21.000 EA | 600.00000 12600.00| 1067.00000 22407.00| 996.81000 20933.01 TEST BORE | | | SECTION TOTALS | $ 1,378,164.38| $ 1,455,622.37| $ 1,460,013.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,378,164.38| $ 1,455,622.37| $ 1,460,013.52 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B38 -1 TABULATION OF BIDS CALL ORDER : B38 CONTRACT ID : C00018097D30 COUNTIES : FLUVANNA LETTING DATE : 10/24/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 05/13/13 COMPLETION DATE PROJECT(S) : (NFO)0632-032-173, D630 FED # BROS-032-7(031) (NFO)0632-032-173, N501 FED # BROS-032-7(031) CONTRACT DESCRIPTION: 0.09 MI.GRADE, DRAIN, ASPH. PAVE W/ PRECAST BOX CULVERT 0.044 MI. NORTH OF BALLINGER CREEK 0.046 MI. SOUTH OF BALLINGER CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E426 EARLEY MARINE, INC. $ 458,300.35 100.0000% 2 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 506,177.52 110.4467% 3 A003 ABERNATHY CONSTRUCTION CORPORATION $ 516,925.10 112.7918% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 517,519.00 112.9214% 5 D172 DLB, INC. $ 534,787.34 116.6893% 6 P680 PHILLIPS CONSTRUCTION, LLC $ 583,735.71 127.3697% ==================================================================================================================================== |( 1 ) E426 |( 2 ) H004 |( 3 ) A003 |EARLEY MARINE, INC. |HALEY, CHISHOLM & MORRIS, I |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 45000.00000 45000.00| 48558.61000 48558.61| 45000.00000 45000.00 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 6265.35000 6265.35| 7000.00000 7000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 1200.00000 1200.00| 15791.60000 15791.60| 42000.00000 42000.00 GRADING | | | 0040 00140 381.000 CY | 35.00000 13335.00| 19.86000 7566.66| 19.00000 7239.00 BORROW EXCAVATION | | | 0050 00212 474.000 CY | 25.00000 11850.00| 19.59000 9285.66| 32.00000 15168.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0060 00522 34.000 CY | 500.00000 17000.00| 687.97000 23390.98| 505.00000 17170.00 CONCRETE CLASS A4 BOX CULVERT | | | 0070 00523 200.000 LF | 780.00000 156000.00| 962.98000 192596.00| 810.00000 162000.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT 8' X 8' QUAD BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B38 -2 TABULATION OF BIDS CALL ORDER : B38 CONTRACT ID : C00018097D30 COUNTIES : FLUVANNA LETTING DATE : 10/24/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) E426 |( 2 ) H004 |( 3 ) A003 |EARLEY MARINE, INC. |HALEY, CHISHOLM & MORRIS, I |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00540 2128.000 LB | 1.10000 2340.80| 2.53000 5383.84| 1.20000 2553.60 REINF. STEEL | | | 0090 00700 37.000 LF | 13.00000 481.00| 32.13000 1188.81| 20.00000 740.00 POST INSTALLATION INSPECTION | | | 0100 04220 37.000 LF | 90.00000 3330.00| 100.28000 3710.36| 80.00000 2960.00 35" X 24" ARCH PIPE | | | 0110 06522 2.000 EA | 285.00000 570.00| 568.98000 1137.96| 474.00000 948.00 35" X 24" END SECTION ES-3 | | | 0120 09150 343.000 TON | 55.00000 18865.00| 64.61000 22161.23| 35.00000 12005.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0130 10128 873.000 TON | 22.00000 19206.00| 18.11000 15810.03| 34.00000 29682.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0140 10635 192.000 TON | 140.00000 26880.00| 139.23000 26732.16| 120.00000 23040.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0150 10642 240.000 TON | 120.00000 28800.00| 123.17000 29560.80| 116.00000 27840.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0160 13320 336.000 LF | 20.00000 6720.00| 19.28000 6478.08| 17.00000 5712.00 GUARDRAIL GR-2 | | | 0170 13345 4.000 EA | 2300.00000 9200.00| 2463.30000 9853.20| 2200.00000 8800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0180 13375 100.000 LF | 135.00000 13500.00| 64.26000 6426.00| 130.00000 13000.00 RAILING, TEXAS T-6 | | | 0190 24152 4.000 EA | 70.00000 280.00| 316.75000 1267.00| 320.00000 1280.00 TYPE III BARRICADE 8' | | | 0200 24160 784.000 SF | 12.00000 9408.00| 22.31000 17491.04| 22.00000 17248.00 CONSTRUCTION SIGNS | | | 0210 24278 463.000 DAY | 1.00000 463.00| 1.17000 541.71| 1.00000 463.00 GROUP 2 CHANNELIZING DEVICES | | | 0220 24282 500.000 HR | 0.75000 375.00| 27.85000 13925.00| 18.00000 9000.00 FLAGGER SERVICE | | | 0230 24410 900.000 SY | 13.00000 11700.00| 6.00000 5400.00| 5.00000 4500.00 DEMOLITION OF PAVEMENT | | | 0240 27102 57.000 LB | 15.00000 855.00| 18.40000 1048.80| 11.00000 627.00 REGULAR SEED | | | 0250 27103 36.000 LB | 6.00000 216.00| 10.70000 385.20| 11.00000 396.00 OVERSEEDING | | | 0260 27221 0.600 TON | 2190.00000 1314.00| 1363.32000 817.99| 820.00000 492.00 FERTILIZER(10-10-10) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B38 -3 TABULATION OF BIDS CALL ORDER : B38 CONTRACT ID : C00018097D30 COUNTIES : FLUVANNA LETTING DATE : 10/24/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) E426 |( 2 ) H004 |( 3 ) A003 |EARLEY MARINE, INC. |HALEY, CHISHOLM & MORRIS, I |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27250 0.090 TON | 300.00000 27.00| 263.06000 23.68| 1100.00000 99.00 LIME | | | 0280 27284 629.000 SY | 5.00000 3145.00| 3.73000 2346.17| 1.50000 943.50 EROSION CONTROL MULCH | | | 0290 27321 212.000 SY | 3.35000 710.20| 4.00000 848.00| 4.00000 848.00 PROTECTIVE COVERING EC-2 | | | 0300 27325 32.000 SY | 11.00000 352.00| 6.00000 192.00| 7.00000 224.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0310 27336 167.000 SY | 4.75000 793.25| 10.53000 1758.51| 7.00000 1169.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | 0320 27415 9.000 EA | 180.00000 1620.00| 114.03000 1026.27| 140.00000 1260.00 CHECK DAM(ROCK) TY. II | | | 0330 27422 2.000 EA | 750.00000 1500.00| 560.35000 1120.70| 380.00000 760.00 DEWATERING BASIN | | | 0340 27430 184.000 CY | 1.00000 184.00| 0.15000 27.60| 7.00000 1288.00 SILTATION CONTROL EXCAVATION | | | 0350 27505 261.000 LF | 2.00000 522.00| 2.89000 754.29| 4.00000 1044.00 TEMP. SILT FENCE | | | 0360 27506 806.000 LF | 1.85000 1491.10| 2.83000 2280.98| 4.00000 3224.00 TEMP. FILTER BARRIER | | | 0370 27510 7.000 EA | 2200.00000 15400.00| 1544.85000 10813.95| 2800.00000 19600.00 COFFERDAMS | | | 0380 27552 27.000 TON | 55.00000 1485.00| 28.40000 766.80| 50.00000 1350.00 NS NO. 57 STONE NO. 57 STONE 57S | | | 0390 50108 23.000 SF | 34.00000 782.00| 22.31000 513.13| 44.00000 1012.00 SIGN PANEL | | | 0400 50430 20.000 LF | 20.00000 400.00| 21.42000 428.40| 18.00000 360.00 SIGN POST STP-1 2" | | | 0410 50490 2.000 EA | 100.00000 200.00| 316.75000 633.50| 490.00000 980.00 CONCRETE FOUNDATION STP-1 | | | 0420 51910 40.000 LF | 10.00000 400.00| 7.07000 282.80| 7.50000 300.00 SAW CUT | | | 0430 67900 LUMP| 24750.00000 24750.00| 8940.57000 8940.57| 25000.00000 25000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. REMOVE EXIST STRUCTURE | | | 0440 69627 10.000 TON | 65.00000 650.00| 64.61000 646.10| 60.00000 600.00 DRY RIPRAP CL. I | | | SECTION TOTALS | $ 458,300.35| $ 506,177.52| $ 516,925.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 458,300.35| $ 506,177.52| $ 516,925.10 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B49 -1 TABULATION OF BIDS CALL ORDER : B49 CONTRACT ID : C00051566N01 COUNTIES : SCOTT LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/01/13 COMPLETION DATE PROJECT(S) : 0828-084-P91,N501 FED # NONE CONTRACT DESCRIPTION: 1.08 MI. GRADE, DRAIN & ASP. PAVE. RTE. 753 1.50 MI. W. RTE. 23 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 343,856.24 100.0000% 2 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 365,278.30 106.2299% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 374,998.78 109.0568% 4 P316 PATRICK CONSTRUCTION, INC. $ 385,480.00 112.1050% 5 E054 ESTES BROS. CONST., INC. $ 395,592.40 115.0459% 6 C174 CLECO CORPORATION $ 429,258.00 124.8365% 7 B991 BORING CONTRACTORS, INC. $ 466,960.50 135.8011% ==================================================================================================================================== |( 1 ) E155 |( 2 ) G326 |( 3 ) W048 |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 10000.00000 10000.00| 9800.00000 9800.00| 15898.41000 15898.41 MOBILIZATION | | | 0020 00125 LUMP| 28000.00000 28000.00| 44000.00000 44000.00| 49795.00000 49795.00 GRADING | | | 0030 00211 200.000 CY | 25.00000 5000.00| 30.00000 6000.00| 4.00000 800.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0040 00525 6.000 CY | 1100.00000 6600.00| 750.00000 4500.00| 1014.69000 6088.14 CONCRETE CLASS A3 MISC. | | | 0050 00700 117.000 LF | 15.00000 1755.00| 23.00000 2691.00| 3.48000 407.16 POST INSTALLATION INSPECTION | | | 0060 01180 453.000 LF | 35.00000 15855.00| 24.95000 11302.35| 69.58000 31519.74 18" PIPE | | | 0070 01240 36.000 LF | 40.00000 1440.00| 47.00000 1692.00| 85.78000 3088.08 24" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : B49 -2 TABULATION OF BIDS CALL ORDER : B49 CONTRACT ID : C00051566N01 COUNTIES : SCOTT LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) G326 |( 3 ) W048 |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVAT |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 01360 76.000 LF | 60.00000 4560.00| 52.95000 4024.20| 109.87000 8350.12 36" PIPE | | | 0090 09150 37.000 TON | 35.00000 1295.00| 35.00000 1295.00| 45.52000 1684.24 EROSION CONTROL STONE CLASS I, EC-1 | | | 0100 10128 2975.000 TON | 22.00000 65450.00| 24.75000 73631.25| 23.22000 69079.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 16362 1282.000 TON | 115.32000 147840.24| 116.50000 149353.00| 111.50000 142943.00 ASPHALT CONCRETE TY. SM-19.0A | | | 0120 24100 200.000 HR | 10.00000 2000.00| 25.00000 5000.00| 27.01000 5402.00 ALLAYING DUST | | | 0130 24160 240.000 SF | 15.00000 3600.00| 25.00000 6000.00| 16.66000 3998.40 CONSTRUCTION SIGNS | | | 0140 24260 500.000 TON | 21.50000 10750.00| 18.00000 9000.00| 16.85000 8425.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0150 24278 750.000 DAY | 1.00000 750.00| 1.00000 750.00| 1.66000 1245.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24282 1200.000 HR | 15.00000 18000.00| 14.00000 16800.00| 0.98000 1176.00 FLAGGER SERVICE | | | 0170 26127 366.000 TON | 33.00000 12078.00| 26.00000 9516.00| 44.67000 16349.22 DRY RIPRAP CL.I 26" | | | 0180 27102 200.000 LB | 8.80000 1760.00| 14.00000 2800.00| 8.60000 1720.00 REGULAR SEED | | | 0190 27103 120.000 LB | 8.80000 1056.00| 14.00000 1680.00| 8.60000 1032.00 OVERSEEDING | | | 0200 27215 0.300 TON | 990.00000 297.00| 1145.00000 343.50| 967.50000 290.25 FERTILIZER(15-30-15) | | | 0210 27250 4.000 TON | 192.50000 770.00| 325.00000 1300.00| 188.13000 752.52 LIME | | | 0220 27415 20.000 EA | 250.00000 5000.00| 190.00000 3800.00| 247.75000 4955.00 CHECK DAM(ROCK) TY. II | | | SECTION TOTALS | $ 343,856.24| $ 365,278.30| $ 374,998.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,856.24| $ 365,278.30| $ 374,998.78 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : J01 -1 TABULATION OF BIDS CALL ORDER : J01 CONTRACT ID : C00056453M01D COUNTIES : FAIRFAX LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/21/12 COMPLETION DATE PROJECT(S) : EN00-029-161,M501 FED # TEA-5401(601) CONTRACT DESCRIPTION: 0.086 MI. GRADE, DRAIN, PARKING LOT LANGLEY FORK PULL-OFF ROUTE 123 DOLLY MADISON BLVD. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 125,007.50 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 164,110.20 131.2803% 3 F373 FINLEY ASPHALT & SEALING, INC. $ 174,035.52 139.2201% 4 A648 A & M CONCRETE CORP. $ 178,230.50 142.5758% 5 A477 ARTHUR CONSTRUCTION CO., INC. $ 189,593.50 151.6657% ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( 3 ) F373 |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 12500.00000 12500.00| 9000.00000 9000.00| 14312.00000 14312.00 MOBILIZATION | | | 0020 00101 LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 5115.00000 5115.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 1191.000 CY | 25.00000 29775.00| 42.00000 50022.00| 41.42000 49331.22 REGULAR EXCAVATION | | | 0040 00150 1246.000 CY | 25.00000 31150.00| 25.00000 31150.00| 35.00000 43610.00 EMBANKMENT | | | 0050 00355 1629.000 SY | 1.50000 2443.50| 6.00000 9774.00| 2.00000 3258.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0060 00588 254.000 LF | 16.00000 4064.00| 13.20000 3352.80| 15.00000 3810.00 UNDERDRAIN UD-4 | | | 0070 00596 1.000 EA | 1100.00000 1100.00| 720.00000 720.00| 1068.60000 1068.60 ENDWALL EW-12 | | | 0080 01120 33.000 LF | 70.00000 2310.00| 84.00000 2772.00| 106.98000 3530.34 12" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : J01 -2 TABULATION OF BIDS CALL ORDER : J01 CONTRACT ID : C00056453M01D COUNTIES : FAIRFAX LETTING DATE : 10/24/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( 3 ) F373 |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 06121 2.000 EA | 900.00000 1800.00| 660.00000 1320.00| 750.00000 1500.00 12" END SECTION ES-1 | | | 0100 10123 830.000 TON | 30.00000 24900.00| 32.50000 26975.00| 29.00000 24070.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0110 24150 2.000 EA | 300.00000 600.00| 600.00000 1200.00| 300.00000 600.00 TYPE III BARRICADE 4' | | | 0120 24160 44.000 SF | 18.00000 792.00| 26.40000 1161.60| 43.54000 1915.76 CONSTRUCTION SIGNS | | | 0130 24278 1144.000 DAY | 0.50000 572.00| 1.50000 1716.00| 2.00000 2288.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24505 1.000 EA | 300.00000 300.00| 240.00000 240.00| 300.00000 300.00 NS RELOCATE EXIST. RELOCATE EXIST. SIGN | | | STRUCT. TY. VA. | | | 0150 27102 176.000 LB | 5.00000 880.00| 12.00000 2112.00| 5.25000 924.00 REGULAR SEED | | | 0160 27103 110.000 LB | 3.00000 330.00| 12.00000 1320.00| 5.25000 577.50 OVERSEEDING | | | 0170 27215 0.110 TON | 700.00000 77.00| 2400.00000 264.00| 1050.00000 115.50 FERTILIZER(15-30-15) | | | 0180 27250 1.520 TON | 200.00000 304.00| 1440.00000 2188.80| 105.00000 159.60 LIME | | | 0190 27326 40.000 SY | 10.00000 400.00| 6.00000 240.00| 15.75000 630.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0200 27415 2.000 EA | 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 CHECK DAM(ROCK) TY. II | | | 0210 27430 144.000 CY | 3.00000 432.00| 6.00000 864.00| 35.00000 5040.00 SILTATION CONTROL EXCAVATION | | | 0220 27505 46.000 LF | 8.00000 368.00| 2.00000 92.00| 8.00000 368.00 TEMP. SILT FENCE | | | 0230 27600 1.000 EA | 1500.00000 1500.00| 5400.00000 5400.00| 3000.00000 3000.00 CLOSING WELL | | | 0240 50108 17.000 SF | 20.00000 340.00| 48.00000 816.00| 71.00000 1207.00 SIGN PANEL | | | 0250 50430 47.000 LF | 10.00000 470.00| 30.00000 1410.00| 15.00000 705.00 SIGN POST STP-1 2" | | | 0260 70012 1.000 EA | 1500.00000 1500.00| 5400.00000 5400.00| 6000.00000 6000.00 CLOSE SEPTIC TANK | | | SECTION TOTALS | $ 125,007.50| $ 164,110.20| $ 174,035.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 125,007.50| $ 164,110.20| $ 174,035.52 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R53 -1 TABULATION OF BIDS CALL ORDER : R53 CONTRACT ID : C00101117N01 COUNTIES : WISE LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/13 COMPLETION DATE PROJECT(S) : 9999-097-R35,N501 FED # NONE CONTRACT DESCRIPTION: ASPHALT IMPROVEMENT VARIOUS LOCATIONS IN WISE CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,647,076.35 100.0000% ==================================================================================================================================== |( 1 ) W048 |( 5 ) A477 |( ) |W-L CONSTRUCTION & PAVING, |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16362 25343.000 TON | 104.45000 2647076.35| | ASPHALT CONCRETE TY. SM-19.0A | | | SECTION TOTALS | $ 2,647,076.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,647,076.35| $ 189,593.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R54 -1 TABULATION OF BIDS CALL ORDER : R54 CONTRACT ID : C00101118N01 COUNTIES : DICKENSON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/13 COMPLETION DATE PROJECT(S) : 9999-025-R55,N501 FED # NONE CONTRACT DESCRIPTION: ASPHALT IMPROVEMENT VARIOUS LOCATIONS IN DICKENSON CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,733,568.32 100.0000% ==================================================================================================================================== |( 1 ) W048 |( 5 ) A477 |( ) |W-L CONSTRUCTION & PAVING, |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16362 25624.000 TON | 106.68000 2733568.32| | ASPHALT CONCRETE TY. SM-19.0A | | | SECTION TOTALS | $ 2,733,568.32| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,733,568.32| $ 189,593.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R91 -1 TABULATION OF BIDS CALL ORDER : R91 CONTRACT ID : CM513GRA102745 COUNTIES : SOUTHAMPTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 11/30/13 COMPLETION DATE PROJECT(S) : GR5A-087-617, N501 FED # NONE CONTRACT DESCRIPTION: ON-CALL GUARDRAIL HITS & REPAIR CONTRACT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A880 A & P SERVICES, LLC $ 224,902.00 100.0000% 2 L159 L. S. LEE, INC. $ 244,244.00 108.6002% 3 N234 NICKELSTON INDUSTRIES, INC. $ 264,420.00 117.5712% ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) N234 |A & P SERVICES, LLC |L. S. LEE, INC. |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13310 25.000 LF | 40.00000 1000.00| 80.00000 2000.00| 70.00000 1750.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13312 3.000 EA | 1900.00000 5700.00| 2050.00000 6150.00| 2100.00000 6300.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 4.000 EA | 750.00000 3000.00| 1000.00000 4000.00| 1000.00000 4000.00 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 1500.000 LF | 20.00000 30000.00| 18.00000 27000.00| 23.00000 34500.00 GUARDRAIL GR-2 | | | 0050 13322 200.000 LF | 23.00000 4600.00| 22.00000 4400.00| 25.00000 5000.00 GUARDRAIL GR-2 8' POST | | | 0060 13323 50.000 LF | 27.00000 1350.00| 30.00000 1500.00| 25.00000 1250.00 GUARDRAIL GR-2A | | | 0070 13331 50.000 LF | 21.00000 1050.00| 24.00000 1200.00| 20.00000 1000.00 RAD. GUARDRAIL GR-2 | | | 0080 13333 50.000 LF | 30.00000 1500.00| 33.00000 1650.00| 28.00000 1400.00 RAD. GUARDRAIL GR-2A | | | 0090 13345 10.000 EA | 2400.00000 24000.00| 2700.00000 27000.00| 2450.00000 24500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R91 -2 TABULATION OF BIDS CALL ORDER : R91 CONTRACT ID : CM513GRA102745 COUNTIES : SOUTHAMPTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) N234 |A & P SERVICES, LLC |L. S. LEE, INC. |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13349 3.000 EA | 500.00000 1500.00| 500.00000 1500.00| 850.00000 2550.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13351 100.000 LF | 15.00000 1500.00| 12.00000 1200.00| 16.50000 1650.00 GUARDRAIL GR-8 | | | 0120 13352 50.000 LF | 20.00000 1000.00| 20.00000 1000.00| 18.00000 900.00 GUARDRAIL GR-8A | | | 0130 13353 50.000 LF | 25.00000 1250.00| 26.00000 1300.00| 20.00000 1000.00 GUARDRAIL GR-8B | | | 0140 13355 50.000 LF | 22.00000 1100.00| 22.00000 1100.00| 28.00000 1400.00 GUARDRAIL GR-10 | | | 0150 13359 2.000 EA | 100.00000 200.00| 300.00000 600.00| 1200.00000 2400.00 GUARDRAIL TERMINAL GR-8 TYPE II | | | 0160 13363 25.000 LF | 20.00000 500.00| 22.00000 550.00| 25.00000 625.00 RADIAL GUARDRAIL GR-8A | | | 0170 13365 25.000 LF | 25.00000 625.00| 28.00000 700.00| 30.00000 750.00 RADIAL GUARDRAIL GR-8B | | | 0180 13375 25.000 LF | 75.00000 1875.00| 80.00000 2000.00| 80.00000 2000.00 RAILING, TEXAS T-6 | | | 0190 13383 2.000 EA | 1600.00000 3200.00| 2000.00000 4000.00| 1800.00000 3600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0200 13384 2.000 EA | 200.00000 400.00| 1000.00000 2000.00| 600.00000 1200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0210 13392 2.000 EA | 1800.00000 3600.00| 2100.00000 4200.00| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0220 13393 2.000 EA | 200.00000 400.00| 1000.00000 2000.00| 600.00000 1200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0230 13400 800.000 LF | 25.00000 20000.00| 40.00000 32000.00| 28.00000 22400.00 NS GUARDRAIL GUARDRAIL BEAM GR-7, GR-9 | | | 0240 13400 25.000 LF | 30.00000 750.00| 35.00000 875.00| 35.00000 875.00 NS GUARDRAIL GUARDRAIL GR-2A, 8' POST | | | 0250 13400 25.000 LF | 20.00000 500.00| 30.00000 750.00| 35.00000 875.00 NS GUARDRAIL GUARDRAIL RAD. THRIE BEAM | | | 0260 13400 50.000 LF | 20.00000 1000.00| 22.00000 1100.00| 30.00000 1500.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | 0270 13401 2.000 EA | 400.00000 800.00| 1000.00000 2000.00| 800.00000 1600.00 NS GUARDRAIL GUARDRAIL BULL NOSE BARR | | | SLOTTED THRIE RAIL | | | 0280 13401 25.000 EA | 150.00000 3750.00| 150.00000 3750.00| 100.00000 2500.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | WOOD/STEEL GR-7, GR-9 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R91 -3 TABULATION OF BIDS CALL ORDER : R91 CONTRACT ID : CM513GRA102745 COUNTIES : SOUTHAMPTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) N234 |A & P SERVICES, LLC |L. S. LEE, INC. |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 13401 1.000 EA | 2500.00000 2500.00| 3500.00000 3500.00| 5000.00000 5000.00 NS GUARDRAIL GUARDRAIL BRGR-1 TYPE I | | | 0300 13401 1.000 EA | 200.00000 200.00| 1000.00000 1000.00| 5000.00000 5000.00 NS GUARDRAIL GUARDRAIL BRGR-1 TYPE II | | | 0310 13401 1.000 EA | 3500.00000 3500.00| 4000.00000 4000.00| 5000.00000 5000.00 NS GUARDRAIL GUARDRAIL BRGR-3 TYPE I | | | 0320 13401 1.000 EA | 200.00000 200.00| 1000.00000 1000.00| 5000.00000 5000.00 NS GUARDRAIL GUARDRAIL BRGR-3 TYPE II | | | 0330 13401 2.000 EA | 1.00000 2.00| 300.00000 600.00| 500.00000 1000.00 NS GUARDRAIL GUARDRAIL BULL NOSE BARR | | | CABLE ANCHOR PLATE ASSEMB | | | 0340 13401 2.000 EA | 150.00000 300.00| 200.00000 400.00| 250.00000 500.00 NS GUARDRAIL GUARDRAIL BULL NOSE | | | BARRIER THRIE BEAM BCT POST | | | 0350 13401 10.000 EA | 1.00000 10.00| 80.00000 800.00| 100.00000 1000.00 NS GUARDRAIL GUARDRAIL CABLE ASSEMBLY & | | | ANCHOR PLATE GR-9 | | | 0360 13401 2.000 EA | 1200.00000 2400.00| 80.00000 160.00| 300.00000 600.00 NS GUARDRAIL GUARDRAIL EXTRUDER ASSEMBL | | | 0370 13401 2.000 EA | 850.00000 1700.00| 500.00000 1000.00| 1000.00000 2000.00 NS GUARDRAIL GUARDRAIL EXTRUDER HEAD | | | GR-7 | | | 0380 13401 5.000 EA | 900.00000 4500.00| 800.00000 4000.00| 1000.00000 5000.00 NS GUARDRAIL GUARDRAIL EXTRUDER HEAD | | | GR-9 | | | 0390 13401 150.000 EA | 15.00000 2250.00| 20.00000 3000.00| 12.00000 1800.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD OR COMPOSITE) | | | 0400 13401 25.000 EA | 90.00000 2250.00| 85.00000 2125.00| 90.00000 2250.00 NS GUARDRAIL GUARDRAIL POST 8' (WOOD OR | | | STEEL) | | | 0410 13401 2.000 EA | 1.00000 2.00| 30.00000 60.00| 550.00000 1100.00 NS GUARDRAIL GUARDRAIL SLOT GUARDRAIL | | | GR-7 | | | 0420 13401 2.000 EA | 1.00000 2.00| 75.00000 150.00| 100.00000 200.00 NS GUARDRAIL GUARDRAIL STRUT & YOKE | | | ASSM GR-7, GR-9 | | | 0430 13401 2.000 EA | 1.00000 2.00| 300.00000 600.00| 450.00000 900.00 NS GUARDRAIL GUARDRAIL TRANS SECTION ( | | | W BEAM) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R91 -4 TABULATION OF BIDS CALL ORDER : R91 CONTRACT ID : CM513GRA102745 COUNTIES : SOUTHAMPTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) N234 |A & P SERVICES, LLC |L. S. LEE, INC. |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 13601 1.000 EA | 8000.00000 8000.00| 9000.00000 9000.00| 8500.00000 8500.00 BULL NOSE BARRIER | | | 0450 13710 1.000 EA | 1750.00000 1750.00| 500.00000 500.00| 1200.00000 1200.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHARAGM ASSEMBLY | | | 0460 13710 1.000 EA | 3000.00000 3000.00| 500.00000 500.00| 1200.00000 1200.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | 0470 13710 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0480 13710 2.000 EA | 1000.00000 2000.00| 1250.00000 2500.00| 1000.00000 2000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | 0490 13710 2.000 EA | 400.00000 800.00| 800.00000 1600.00| 1200.00000 2400.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SAND BARREL | | | 0500 13710 2.000 EA | 900.00000 1800.00| 500.00000 1000.00| 1250.00000 2500.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | 0510 17311 2.000 EA | 1.00000 2.00| 50.00000 100.00| 500.00000 1000.00 W BEAM TERM CONNECTOR | | | 0520 17313 2.000 EA | 1.00000 2.00| 50.00000 100.00| 50.00000 100.00 W BEAM END SECT(FLARED | | | 0530 17315 2.000 EA | 50.00000 100.00| 50.00000 100.00| 60.00000 120.00 W BEAM END SECT(BUFFER | | | 0540 17317 5.000 EA | 50.00000 250.00| 50.00000 250.00| 60.00000 300.00 W BEAM END SECT (ROUNDED) | | | 0550 17321 25.000 EA | 10.00000 250.00| 20.00000 500.00| 15.00000 375.00 W BEAM BACKUP PLATE | | | 0560 17323 1500.000 LF | 18.00000 27000.00| 20.00000 30000.00| 18.00000 27000.00 GUARDRAIL BEAM | | | 0570 17325 100.000 LF | 20.00000 2000.00| 23.00000 2300.00| 20.00000 2000.00 RADIAL GUARDRAIL BEAM | | | 0580 17327 25.000 LF | 1.00000 25.00| 15.00000 375.00| 10.00000 250.00 RUB RAIL | | | 0590 17329 100.000 EA | 75.00000 7500.00| 75.00000 7500.00| 85.00000 8500.00 POST (WOOD, CONC., OR STEEL) | | | 0600 17338 4.000 EA | 25.00000 100.00| 50.00000 200.00| 25.00000 100.00 DRILL HOLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R91 -5 TABULATION OF BIDS CALL ORDER : R91 CONTRACT ID : CM513GRA102745 COUNTIES : SOUTHAMPTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) N234 |A & P SERVICES, LLC |L. S. LEE, INC. |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 17341 100.000 EA | 20.00000 2000.00| 3.00000 300.00| 12.00000 1200.00 REALIGN POST | | | 0620 17342 1.000 EA | 200.00000 200.00| 39.00000 39.00| 100.00000 100.00 STEEL TUBE GR-7 | | | 0630 17343 1.000 EA | 1.00000 1.00| 50.00000 50.00| 100.00000 100.00 TERMINAL CONNECTOR, GR-7 | | | * | | | 0640 17344 1.000 EA | 1.00000 1.00| 40.00000 40.00| 100.00000 100.00 SOIL PLATE GR-7 | | | 0650 17346 1.000 EA | 75.00000 75.00| 40.00000 40.00| 100.00000 100.00 BUFFERED END ASSEMBLY GR-7 | | | 0660 17348 10.000 EA | 150.00000 1500.00| 150.00000 1500.00| 150.00000 1500.00 BREAKAWAY POST GR-7 | | | 0670 17351 1.000 EA | 1.00000 1.00| 80.00000 80.00| 50.00000 50.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0680 17374 5.000 EA | 750.00000 3750.00| 400.00000 2000.00| 1200.00000 6000.00 EMERGENCY MOBILIZATION | | | 0690 17381 25.000 EA | 75.00000 1875.00| 100.00000 2500.00| 75.00000 1875.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0700 17451 100.000 EA | 6.00000 600.00| 3.00000 300.00| 10.00000 1000.00 GUARDRAIL DELINEATOR | | | 0710 24260 25.000 TON | 40.00000 1000.00| 50.00000 1250.00| 60.00000 1500.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0720 24272 125.000 HR | 30.00000 3750.00| 3.00000 375.00| 15.00000 1875.00 TRUCK MOUNTED ATTENUATOR | | | 0730 24278 200.000 DAY | 0.01000 2.00| 1.00000 200.00| 1.00000 200.00 GROUP 2 CHANNELIZING DEVICES | | | 0740 24281 150.000 HR | 10.00000 1500.00| 2.00000 300.00| 10.00000 1500.00 ELECTRONIC ARROW | | | 0750 24282 300.000 HR | 15.00000 4500.00| 20.00000 6000.00| 25.00000 7500.00 FLAGGER SERVICE | | | 0760 24502 10.000 EA | 200.00000 2000.00| 230.00000 2300.00| 100.00000 1000.00 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0770 24601 2000.000 LF | 2.00000 4000.00| 1.00000 2000.00| 1.00000 2000.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GUARDRAIL | | | 0780 24611 100.000 LF | 7.00000 700.00| 10.00000 1000.00| 10.00000 1000.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : R91 -6 TABULATION OF BIDS CALL ORDER : R91 CONTRACT ID : CM513GRA102745 COUNTIES : SOUTHAMPTON LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) N234 |A & P SERVICES, LLC |L. S. LEE, INC. |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 24617 200.000 LF | 12.50000 2500.00| 16.00000 3200.00| 14.00000 2800.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0800 24617 200.000 LF | 4.50000 900.00| 5.00000 1000.00| 12.00000 2400.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | W-BEAM | | | 0810 24640 250.000 LF | 5.00000 1250.00| 4.00000 1000.00| 8.00000 2000.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | EXISTING SHOULDER (RESTORATION) | | | 0820 27321 25.000 SY | 10.00000 250.00| 5.00000 125.00| 10.00000 250.00 PROTECTIVE COVERING EC-2 | | | 0830 27505 250.000 LF | 2.00000 500.00| 3.00000 750.00| 1.00000 250.00 TEMP. SILT FENCE | | | 0840 49012 5.000 EA | 100.00000 500.00| 90.00000 450.00| 100.00000 500.00 NS UTILITIES UTILITIES TEST HOLE | | | SECTION TOTALS | $ 224,902.00| $ 244,244.00| $ 264,420.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,902.00| $ 244,244.00| $ 264,420.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S05 -1 TABULATION OF BIDS CALL ORDER : S05 CONTRACT ID : CM513GRB103325 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 11/30/13 COMPLETION DATE PROJECT(S) : GR5B-047-648, N501 FED # NONE CONTRACT DESCRIPTION: ON CALL, GUARDRAIL HITS & REPAIR VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A880 A & P SERVICES, LLC $ 233,932.00 100.0000% 2 L159 L. S. LEE, INC. $ 242,242.00 103.5523% 3 C333 CURTIS CONTRACTING, INC. $ 427,968.46 182.9457% ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) C333 |A & P SERVICES, LLC |L. S. LEE, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13310 25.000 LF | 40.00000 1000.00| 80.00000 2000.00| 95.84000 2396.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13312 3.000 EA | 1900.00000 5700.00| 2000.00000 6000.00| 2575.34000 7726.02 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 4.000 EA | 750.00000 3000.00| 800.00000 3200.00| 1046.95000 4187.80 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 1500.000 LF | 20.00000 30000.00| 17.00000 25500.00| 27.37000 41055.00 GUARDRAIL GR-2 | | | 0050 13322 200.000 LF | 23.00000 4600.00| 20.00000 4000.00| 33.78000 6756.00 GUARDRAIL GR-2 8' POST | | | 0060 13323 50.000 LF | 27.00000 1350.00| 28.00000 1400.00| 33.79000 1689.50 GUARDRAIL GR-2A | | | 0070 13331 50.000 LF | 22.00000 1100.00| 21.00000 1050.00| 29.10000 1455.00 RAD. GUARDRAIL GR-2 | | | 0080 13333 50.000 LF | 25.00000 1250.00| 30.00000 1500.00| 35.44000 1772.00 RAD. GUARDRAIL GR-2A | | | 0090 13345 10.000 EA | 2500.00000 25000.00| 2500.00000 25000.00| 3201.52000 32015.20 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S05 -2 TABULATION OF BIDS CALL ORDER : S05 CONTRACT ID : CM513GRB103325 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) C333 |A & P SERVICES, LLC |L. S. LEE, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13349 3.000 EA | 500.00000 1500.00| 300.00000 900.00| 1675.47000 5026.41 GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13351 100.000 LF | 15.00000 1500.00| 12.00000 1200.00| 24.73000 2473.00 GUARDRAIL GR-8 | | | 0120 13352 50.000 LF | 20.00000 1000.00| 18.00000 900.00| 32.51000 1625.50 GUARDRAIL GR-8A | | | 0130 13353 50.000 LF | 25.00000 1250.00| 24.00000 1200.00| 40.81000 2040.50 GUARDRAIL GR-8B | | | 0140 13355 250.000 LF | 22.00000 5500.00| 20.00000 5000.00| 34.93000 8732.50 GUARDRAIL GR-10 | | | 0150 13359 2.000 EA | 100.00000 200.00| 300.00000 600.00| 1447.74000 2895.48 GUARDRAIL TERMINAL GR-8 TYPE II | | | 0160 13363 25.000 LF | 20.00000 500.00| 22.00000 550.00| 34.22000 855.50 RADIAL GUARDRAIL GR-8A | | | 0170 13365 25.000 LF | 25.00000 625.00| 28.00000 700.00| 42.46000 1061.50 RADIAL GUARDRAIL GR-8B | | | 0180 13375 25.000 LF | 75.00000 1875.00| 80.00000 2000.00| 103.16000 2579.00 RAILING, TEXAS T-6 | | | 0190 13383 2.000 EA | 1500.00000 3000.00| 2000.00000 4000.00| 2519.60000 5039.20 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0200 13384 2.000 EA | 200.00000 400.00| 800.00000 1600.00| 682.69000 1365.38 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0210 13392 2.000 EA | 1600.00000 3200.00| 2100.00000 4200.00| 1953.94000 3907.88 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0220 13393 2.000 EA | 200.00000 400.00| 800.00000 1600.00| 558.69000 1117.38 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0230 13400 800.000 LF | 25.00000 20000.00| 40.00000 32000.00| 27.51000 22008.00 NS GUARDRAIL GUARDRAIL BEAM GR-7, GR-9 | | | 0240 13400 50.000 LF | 25.00000 1250.00| 10.00000 500.00| 34.04000 1702.00 NS GUARDRAIL GUARDRAIL DBL NESTED +1 | | | RAIL | | | 0250 13400 25.000 LF | 30.00000 750.00| 35.00000 875.00| 31.10000 777.50 NS GUARDRAIL GUARDRAIL GR-2A, 8' POST | | | 0260 13400 50.000 LF | 30.00000 1500.00| 75.00000 3750.00| 77.50000 3875.00 NS GUARDRAIL GUARDRAIL GUARDRAIL W-BEAM | | | BRIDGE RAIL | | | 0270 13400 25.000 LF | 20.00000 500.00| 25.00000 625.00| 31.92000 798.00 NS GUARDRAIL GUARDRAIL RAD. THRIE BEAM | | | 0280 13400 25.000 LF | 20.00000 500.00| 22.00000 550.00| 16.30000 407.50 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S05 -3 TABULATION OF BIDS CALL ORDER : S05 CONTRACT ID : CM513GRB103325 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) C333 |A & P SERVICES, LLC |L. S. LEE, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 13400 50.000 LF | 5.00000 250.00| 20.00000 1000.00| 32.01000 1600.50 NS GUARDRAIL GUARDRAIL W BEAM DBL. | | | NESTED | | | 0300 13401 25.000 EA | 150.00000 3750.00| 150.00000 3750.00| 124.87000 3121.75 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | WOOD/STEEL GR-7, GR-9 | | | 0310 13401 1.000 EA | 2500.00000 2500.00| 3500.00000 3500.00| 7574.88000 7574.88 NS GUARDRAIL GUARDRAIL BRGR-1 TYPE I | | | 0320 13401 1.000 EA | 200.00000 200.00| 1000.00000 1000.00| 7574.88000 7574.88 NS GUARDRAIL GUARDRAIL BRGR-1 TYPE II | | | 0330 13401 1.000 EA | 3500.00000 3500.00| 4000.00000 4000.00| 7574.88000 7574.88 NS GUARDRAIL GUARDRAIL BRGR-3 TYPE I | | | 0340 13401 1.000 EA | 200.00000 200.00| 1000.00000 1000.00| 7574.88000 7574.88 NS GUARDRAIL GUARDRAIL BRGR-3 TYPE II | | | 0350 13401 2.000 EA | 1.00000 2.00| 300.00000 600.00| 512.13000 1024.26 NS GUARDRAIL GUARDRAIL BULL NOSE BARR | | | CABLE ANCHOR PLATE ASSEMB | | | 0360 13401 2.000 EA | 400.00000 800.00| 800.00000 1600.00| 746.52000 1493.04 NS GUARDRAIL GUARDRAIL BULL NOSE BARR | | | SLOTTED THRIE RAIL | | | 0370 13401 2.000 EA | 150.00000 300.00| 200.00000 400.00| 746.52000 1493.04 NS GUARDRAIL GUARDRAIL BULL NOSE | | | BARRIER THRIE BEAM BCT POST | | | 0380 13401 10.000 EA | 1.00000 10.00| 80.00000 800.00| 436.12000 4361.20 NS GUARDRAIL GUARDRAIL CABLE ASSM & | | | ANCHOR PLATE GR-7, GR-9 | | | 0390 13401 2.000 EA | 1200.00000 2400.00| 80.00000 160.00| 1325.69000 2651.38 NS GUARDRAIL GUARDRAIL EXTRUDER ASSEMBL | | | 0400 13401 2.000 EA | 850.00000 1700.00| 500.00000 1000.00| 1198.99000 2397.98 NS GUARDRAIL GUARDRAIL EXTRUDER HEAD | | | GR-7 | | | 0410 13401 5.000 EA | 900.00000 4500.00| 800.00000 4000.00| 1325.69000 6628.45 NS GUARDRAIL GUARDRAIL EXTRUDER HEAD | | | GR-9 | | | 0420 13401 150.000 EA | 15.00000 2250.00| 20.00000 3000.00| 7.60000 1140.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD OR COMPOSITE) | | | 0430 13401 25.000 EA | 90.00000 2250.00| 110.00000 2750.00| 152.74000 3818.50 NS GUARDRAIL GUARDRAIL POST 8' (WOOD OR | | | STEEL) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S05 -4 TABULATION OF BIDS CALL ORDER : S05 CONTRACT ID : CM513GRB103325 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) C333 |A & P SERVICES, LLC |L. S. LEE, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 13401 2.000 EA | 1.00000 2.00| 30.00000 60.00| 410.77000 821.54 NS GUARDRAIL GUARDRAIL SLOT GUARDRAIL | | | GR-7 | | | 0450 13401 2.000 EA | 1.00000 2.00| 75.00000 150.00| 256.08000 512.16 NS GUARDRAIL GUARDRAIL STRUT & YOKE | | | ASSM GR-7, GR-9 | | | 0460 13401 2.000 EA | 1.00000 2.00| 300.00000 600.00| 300.42000 600.84 NS GUARDRAIL GUARDRAIL TRANS SECTION (W | | | BEAM) | | | 0470 13601 1.000 EA | 8000.00000 8000.00| 9000.00000 9000.00| 8850.30000 8850.30 BULL NOSE BARRIER | | | 0480 13710 1.000 EA | 800.00000 800.00| 1000.00000 1000.00| 2158.75000 2158.75 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0490 13710 1.000 EA | 2000.00000 2000.00| 400.00000 400.00| 1960.90000 1960.90 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHARAGM ASSEMBLY | | | 0500 13710 1.000 EA | 3000.00000 3000.00| 400.00000 400.00| 4366.90000 4366.90 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | 0510 13710 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00| 1406.48000 2812.96 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | 0520 13710 2.000 EA | 500.00000 1000.00| 800.00000 1600.00| 942.97000 1885.94 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SAND BARREL | | | 0530 13710 2.000 EA | 1000.00000 2000.00| 400.00000 800.00| 1499.92000 2999.84 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | 0540 17311 2.000 EA | 1.00000 2.00| 50.00000 100.00| 136.60000 273.20 W BEAM TERM CONNECTOR | | | 0550 17313 2.000 EA | 1.00000 2.00| 50.00000 100.00| 129.31000 258.62 W BEAM END SECT(FLARED | | | 0560 17315 2.000 EA | 50.00000 100.00| 50.00000 100.00| 134.70000 269.40 W BEAM END SECT(BUFFER | | | 0570 17317 5.000 EA | 50.00000 250.00| 50.00000 250.00| 175.55000 877.75 W BEAM END SECT (ROUNDED) | | | 0580 17321 25.000 EA | 10.00000 250.00| 20.00000 500.00| 88.49000 2212.25 W BEAM BACKUP PLATE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S05 -5 TABULATION OF BIDS CALL ORDER : S05 CONTRACT ID : CM513GRB103325 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) C333 |A & P SERVICES, LLC |L. S. LEE, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 17323 1500.000 LF | 18.00000 27000.00| 18.00000 27000.00| 24.57000 36855.00 GUARDRAIL BEAM | | | 0600 17325 100.000 LF | 20.00000 2000.00| 20.00000 2000.00| 32.89000 3289.00 RADIAL GUARDRAIL BEAM | | | 0610 17327 25.000 LF | 1.00000 25.00| 15.00000 375.00| 25.10000 627.50 RUB RAIL | | | 0620 17329 100.000 EA | 75.00000 7500.00| 80.00000 8000.00| 137.54000 13754.00 POST (WOOD, CONC., OR STEEL) | | | 0630 17338 4.000 EA | 20.00000 80.00| 50.00000 200.00| 52.48000 209.92 DRILL HOLE | | | 0640 17341 100.000 EA | 20.00000 2000.00| 3.00000 300.00| 99.53000 9953.00 REALIGN POST | | | 0650 17342 1.000 EA | 200.00000 200.00| 37.00000 37.00| 226.22000 226.22 STEEL TUBE GR-7 | | | 0660 17343 1.000 EA | 1.00000 1.00| 50.00000 50.00| 524.82000 524.82 TERMINAL CONNECTOR, GR-7 | | | * | | | 0670 17344 1.000 EA | 1.00000 1.00| 40.00000 40.00| 137.54000 137.54 SOIL PLATE GR-7 | | | 0680 17346 1.000 EA | 75.00000 75.00| 40.00000 40.00| 134.68000 134.68 BUFFERED END ASSEMBLY GR-7 | | | 0690 17348 10.000 EA | 150.00000 1500.00| 150.00000 1500.00| 124.87000 1248.70 BREAKAWAY POST GR-7 | | | 0700 17351 1.000 EA | 1.00000 1.00| 80.00000 80.00| 550.16000 550.16 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0710 17374 5.000 EA | 750.00000 3750.00| 300.00000 1500.00| 1981.27000 9906.35 EMERGENCY MOBILIZATION | | | 0720 17381 25.000 EA | 75.00000 1875.00| 100.00000 2500.00| 249.10000 6227.50 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0730 17451 100.000 EA | 6.00000 600.00| 3.00000 300.00| 12.67000 1267.00 GUARDRAIL DELINEATOR | | | 0740 24260 25.000 TON | 40.00000 1000.00| 45.00000 1125.00| 72.67000 1816.75 CR. RUN AGGR. NO. 25 OR 26 | | | 0750 24272 125.000 HR | 30.00000 3750.00| 1.00000 125.00| 53.13000 6641.25 TRUCK MOUNTED ATTENUATOR | | | 0760 24278 200.000 DAY | 0.01000 2.00| 1.00000 200.00| 1.27000 254.00 GROUP 2 CHANNELIZING DEVICES | | | 0770 24281 150.000 HR | 10.00000 1500.00| 1.00000 150.00| 6.03000 904.50 ELECTRONIC ARROW | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S05 -6 TABULATION OF BIDS CALL ORDER : S05 CONTRACT ID : CM513GRB103325 COUNTIES : HAMPTON RDS LETTING DATE : 10/24/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) C333 |A & P SERVICES, LLC |L. S. LEE, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 24282 300.000 HR | 20.00000 6000.00| 20.00000 6000.00| 19.68000 5904.00 FLAGGER SERVICE | | | 0790 24502 10.000 EA | 200.00000 2000.00| 225.00000 2250.00| 1990.56000 19905.60 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0800 24601 2000.000 LF | 2.00000 4000.00| 1.50000 3000.00| 15.92000 31840.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GUARDRAIL | | | 0810 24611 100.000 LF | 7.00000 700.00| 10.00000 1000.00| 19.91000 1991.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL GUARDRAIL | | | 0820 24617 200.000 LF | 12.50000 2500.00| 15.00000 3000.00| 19.91000 3982.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0830 24617 200.000 LF | 4.50000 900.00| 5.00000 1000.00| 19.91000 3982.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | W-BEAM | | | 0840 24640 250.000 LF | 5.00000 1250.00| 3.00000 750.00| 20.65000 5162.50 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | EXISTING SHOULDER (RESTORATION) | | | 0850 27321 25.000 SY | 10.00000 250.00| 4.00000 100.00| 12.07000 301.75 PROTECTIVE COVERING EC-2 | | | 0860 27505 250.000 LF | 2.00000 500.00| 3.00000 750.00| 6.03000 1507.50 TEMP. SILT FENCE | | | 0870 49012 5.000 EA | 100.00000 500.00| 90.00000 450.00| 126.70000 633.50 NS UTILITIES UTILITIES TEST HOLE | | | SECTION TOTALS | $ 233,932.00| $ 242,242.00| $ 427,968.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,932.00| $ 242,242.00| $ 427,968.46 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S11 -1 TABULATION OF BIDS CALL ORDER : S11 CONTRACT ID : C00091730N01 COUNTIES : BERRYVILLE LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 CALENDAR DAYS PROJECT(S) : 1014-168-002, N501 FED # NONE CONTRACT DESCRIPTION: CONSTRUCT SIDEWALK (PAGE STREET) ROUTE T1005 ROUTE T1026 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F373 FINLEY ASPHALT & SEALING, INC. $ 68,030.48 100.0000% 2 M1117 M & F CONCRETE, INC. $ 69,747.00 102.5232% 3 A477 ARTHUR CONSTRUCTION CO., INC. $ 74,945.00 110.1639% 4 A648 A & M CONCRETE CORP. $ 78,727.00 115.7231% 5 W048 W-L CONSTRUCTION & PAVING, INC. $ 79,165.10 116.3671% 6 J273 JIREH CONSTRUCTION COMPANY, INC. $ 103,993.00 152.8624% ==================================================================================================================================== |( 1 ) F373 |( 2 ) M1117 |( 3 ) A477 |FINLEY ASPHALT & SEALING, I |M & F CONCRETE, INC. |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 2664.00000 2664.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZATION | | | 0020 00125 LUMP| 15571.00000 15571.00| 18000.00000 18000.00| 4400.00000 4400.00 GRADING | | | 0030 10100 56.000 TON | 26.00000 1456.00| 30.00000 1680.00| 26.50000 1484.00 AGGR. MATL. NO. 21B | | | 0040 13120 49.000 SY | 25.00000 1225.00| 90.00000 4410.00| 275.00000 13475.00 NS ENTRANCE GUTTER ENTRANCE GUTTER | | | CG-12 DETECTABLE WARN SURFACE TYB | | | 0050 13220 204.000 SY | 48.87000 9969.48| 34.00000 6936.00| 54.00000 11016.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0060 13540 26.000 CY | 600.00000 15600.00| 850.00000 22100.00| 925.00000 24050.00 CONCRETE CLASS A3 RETAINING WALL | | | 0070 14120 90.000 LF | 15.00000 1350.00| 6.00000 540.00| 27.00000 2430.00 REMOVAL OF COMB. CURB AND GUTTER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/07/12 PAGE : S11 -2 TABULATION OF BIDS CALL ORDER : S11 CONTRACT ID : C00091730N01 COUNTIES : BERRYVILLE LETTING DATE : 10/24/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) M1117 |( 3 ) A477 |FINLEY ASPHALT & SEALING, I |M & F CONCRETE, INC. |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24160 210.000 SF | 25.00000 5250.00| 24.00000 5040.00| 20.00000 4200.00 CONSTRUCTION SIGNS | | | 0090 24278 675.000 DAY | 1.00000 675.00| 1.00000 675.00| 2.00000 1350.00 GROUP 2 CHANNELIZING DEVICES | | | 0100 24282 112.000 HR | 25.00000 2800.00| 22.00000 2464.00| 25.00000 2800.00 FLAGGER SERVICE | | | 0110 27030 10.000 CY | 448.00000 4480.00| 100.00000 1000.00| 50.00000 500.00 NS TOPSOIL TOPSOIL CLASS B 4" | | | 0120 27430 102.000 CY | 45.00000 4590.00| 1.00000 102.00| 20.00000 2040.00 SILTATION CONTROL EXCAVATION | | | 0130 27461 2.000 EA | 300.00000 600.00| 300.00000 600.00| 200.00000 400.00 INLET PROTECTION TYPE B | | | 0140 27506 600.000 LF | 3.00000 1800.00| 2.00000 1200.00| 3.00000 1800.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 68,030.48| $ 69,747.00| $ 74,945.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 68,030.48| $ 69,747.00| $ 74,945.00 ====================================================================================================================================