BID TABULATIONS January 28, 2009 BID LETTINGS 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 B12 (NF0)PM06-059-205,N501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : A28 -1 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00064195N01B COUNTIES : STAFFORD LETTING DATE : 01/28/09 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/15/09 COMPLETION DATE PROJECT(S) : 0017-089-117, N501 FED # NH-017-6(013) CONTRACT DESCRIPTION: INSTALL OVERHEIGHT VEHICLE DETECTION SYSTEM, SHOULDER RESTOR AT RT. 95 & 17 INTERCHANGE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M969 MESSER CONTRACTING, L.L.C. $ 923,970.00 100.0000% 2 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 925,925.00 100.2116% 3 L002 THE LANE CONSTRUCTION CORPORATION $ 987,888.00 106.9178% 4 P689 PORTICO REALTY SERVICES, LLC $ 1,211,274.50 131.0946% ==================================================================================================================================== |( 1 ) M969 |( 2 ) M957 |( 3 ) L002 |MESSER CONTRACTING, L.L.C. |MIDASCO VA LLC (USE N VA: M |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL BID ITEMS | | | 0010 00100 LUMP| 22080.00000 22080.00| 73460.00000 73460.00| 75000.00000 75000.00 MOBILIZATION | | | 0020 00118 20.000 CY | 257.00000 5140.00| 20.00000 400.00| 155.00000 3100.00 NS EXCAVATION EXCAVATION BORROW MATL. | | | MIN. CBR-20 | | | 0030 00122 1300.000 LF | 4.40000 5720.00| 7.00000 9100.00| 4.50000 5850.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0040 10113 130.000 TON | 44.00000 5720.00| 42.00000 5460.00| 40.00000 5200.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0050 13315 4.000 EA | 1500.00000 6000.00| 775.00000 3100.00| 750.00000 3000.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 1300.000 LF | 33.00000 42900.00| 20.00000 26000.00| 19.00000 24700.00 GUARDRAIL GR-2 | | | 0070 13401 2.000 EA | 2750.00000 5500.00| 1600.00000 3200.00| 1500.00000 3000.00 NS GUARDRAIL GUARDRAIL BULL NOSE SITE | | | PREP | | | 0080 13601 2.000 EA | 5500.00000 11000.00| 9400.00000 18800.00| 9500.00000 19000.00 BULL NOSE BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : A28 -2 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00064195N01B COUNTIES : STAFFORD LETTING DATE : 01/28/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M969 |( 2 ) M957 |( 3 ) L002 |MESSER CONTRACTING, L.L.C. |MIDASCO VA LLC (USE N VA: M |THE LANE CONSTRUCTION CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24160 256.000 SF | 41.00000 10496.00| 10.00000 2560.00| 10.00000 2560.00 CONSTRUCTION SIGNS | | | 0100 24272 145.000 HR | 19.50000 2827.50| 30.00000 4350.00| 45.00000 6525.00 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 1535.000 DAY | 4.90000 7521.50| 1.00000 1535.00| 1.00000 1535.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24281 435.000 HR | 3.00000 1305.00| 4.00000 1740.00| 9.00000 3915.00 ELECTRONIC ARROW | | | 0130 24601 400.000 LF | 5.50000 2200.00| 5.00000 2000.00| 4.50000 1800.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0140 50108 1061.000 SF | 30.00000 31830.00| 20.00000 21220.00| 23.00000 24403.00 SIGN PANEL | | | 0150 50900 690.000 LF | 17.00000 11730.00| 100.00000 69000.00| 70.00000 48300.00 NS TRAFFIC SIGN TRAFFIC SIGN SQ. TUBE | | | STEEL POST 2.5" | | | 0160 50902 8.000 EA | 22000.00000 176000.00| 20000.00000 160000.00| 28000.00000 224000.00 NS TRAFFIC SIGN TRAFFIC SIGN DIAMOND | | | OVERHEIGHT WARNING(LED BLANK) | | | 0170 51541 4.000 EA | 24000.00000 96000.00| 26000.00000 104000.00| 70000.00000 280000.00 NS DETECTOR DETECTOR OVERHEIGHT VEHICLE | | | DETECTOR | | | 0180 51541 4.000 EA | 120000.00000 480000.00| 105000.00000 420000.00| 64000.00000 256000.00 NS DETECTOR DETECTOR OVERHEIGHT WARNING | | | SYSTEM | | | SECTION TOTALS | $ 923,970.00| $ 925,925.00| $ 987,888.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 923,970.00| $ 925,925.00| $ 987,888.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : B28 -1 TABULATION OF BIDS CALL ORDER : B28 CONTRACT ID : C00086780N01 COUNTIES : CARROLL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 07/31/09 COMPLETION DATE PROJECT(S) : (NFO)BR02-017-337, N501 FED # BH-BR02(216) (NFO)BR02-017-338, N501 FED # BH-BR02(217) CONTRACT DESCRIPTION: LATEX CONC OVERLAY, ASPH CONC & GUARDRAIL RTE 77 OVER RTE 743 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,977,487.44 100.0000% 2 C174 CLECO CORPORATION $ 2,143,633.19 108.4019% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 148127.00000 148127.00| 75000.00000 75000.00| MOBILIZATION | | | 0020 10128 5560.000 TON | 35.00000 194600.00| 40.00000 222400.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0030 10630 1868.000 SY | 8.00000 14944.00| 17.00000 31756.00| FLEXIBLE PAVEMENT PLANING | | | 0040 10636 1488.000 TON | 175.00000 260400.00| 149.00000 221712.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0050 10642 5360.000 TON | 111.00000 594960.00| 95.00000 509200.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0060 13315 4.000 EA | 600.00000 2400.00| 645.50000 2582.00| GUARDRAIL TERMINAL GR-11 | | | 0070 13320 3400.000 LF | 17.00000 57800.00| 18.70000 63580.00| GUARDRAIL GR-2 | | | 0080 13345 4.000 EA | 2500.00000 10000.00| 2475.00000 9900.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : B28 -2 TABULATION OF BIDS CALL ORDER : B28 CONTRACT ID : C00086780N01 COUNTIES : CARROLL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13349 4.000 EA | 600.00000 2400.00| 440.00000 1760.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0100 13383 4.000 EA | 2100.00000 8400.00| 1864.50000 7458.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 13384 4.000 EA | 905.00000 3620.00| 715.00000 2860.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0120 13495 1200.000 LF | 9.00000 10800.00| 35.00000 42000.00| TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0130 13604 6.000 EA | 1000.00000 6000.00| 1000.00000 6000.00| IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0140 24160 2200.000 SF | 35.00000 77000.00| 25.00000 55000.00| CONSTRUCTION SIGNS | | | 0150 24272 1000.000 HR | 7.00000 7000.00| 15.00000 15000.00| TRUCK MOUNTED ATTENUATOR | | | 0160 24278 21000.000 DAY | 1.00000 21000.00| 0.50000 10500.00| GROUP 2 CHANNELIZING DEVICES | | | 0170 24279 9800.000 HR | 7.00000 68600.00| 15.00000 147000.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0180 24281 1400.000 HR | 7.00000 9800.00| 3.46250 4847.50| ELECTRONIC ARROW | | | 0190 24282 800.000 HR | 1.00000 800.00| 17.09680 13677.44| FLAGGER SERVICE | | | 0200 24288 1800.000 DAY | 2.50000 4500.00| 3.75000 6750.00| WARNING LIGHT TY. B | | | 0210 24292 4.000 EA | 1.00000 4.00| 1625.00000 6500.00| TRAFFIC BARR. SERVICE, CONC. LATERAL | | | SUPPORT | | | 0220 24297 2600.000 LF | 9.00000 23400.00| 25.00000 65000.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0230 24601 3100.000 LF | 1.56000 4836.00| 1.50000 4650.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0240 54076 1200.000 LF | 5.06000 6072.00| 4.09000 4908.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0250 54100 31000.000 LF | 2.03000 62930.00| 1.90000 58900.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CPM (TY D CL III) 6" | | | 0260 54100 42000.000 LF | 3.06000 128520.00| 2.40000 100800.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CPM (TY D CL III) 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : B28 -3 TABULATION OF BIDS CALL ORDER : B28 CONTRACT ID : C00086780N01 COUNTIES : CARROLL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54240 1700.000 EA | 5.45000 9265.00| 5.72000 9724.00| TEMP. PAVE. MARKER 1 WAY | | | 0280 54466 12500.000 LF | 2.40000 30000.00| 3.17090 39636.25| CONSTR. PAVE. MARKING (TY. E) 6" | | | 0290 68090 1346.000 SY | 2.64000 3553.44| 3.00000 4038.00| BRIDGE DECK GROOVING | | | 0300 68314 1352.000 SY | 12.00000 16224.00| 17.00000 22984.00| TYPE A MILLING (1" DEPTH) | | | 0310 68320 125.000 SY | 200.00000 25000.00| 495.00000 61875.00| TYPE B PATCHING | | | 0320 68330 25.000 SY | 300.00000 7500.00| 595.00000 14875.00| TYPE C PATCHING | | | 0330 68558 368.000 LF | 40.00000 14720.00| 25.00000 9200.00| PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0340 68570 368.000 LF | 30.00000 11040.00| 95.00000 34960.00| EXPANSION JOINT REMOVAL | | | 0350 68908 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC.SURF.COLOR COAT. | | | STR#2009 | | | 0360 68908 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC.SURF.COLOR COAT. | | | STR#2008 | | | 0370 68910 1352.000 SY | 86.00000 116272.00| 175.00000 236600.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD.CEM.CONC. (1 | | | 1/4"-1 3/4") | | | SECTION TOTALS | $ 1,977,487.44| $ 2,143,633.19| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,977,487.44| $ 2,143,633.19| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B37 -1 TABULATION OF BIDS CALL ORDER : B37 CONTRACT ID : C00057602B03 COUNTIES : AUGUSTA LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/13/09 COMPLETION DATE PROJECT(S) : (NFO)0774-007-405,M501,B603 FED # BROS-007-8(068) CONTRACT DESCRIPTION: BRIDGE AND APPR. OVER MIDDLE RIVER BETW. RTES. 608 & 775 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H006 HAMMOND-MITCHELL, INC. $ 821,838.00 100.0000% 2 C024 A. R. COFFEY AND SONS, INC. $ 922,303.00 112.2244% 3 D172 DLB, INC. $ 940,151.85 114.3962% 4 F440 FAIRFIELD-ECHOLS, LLC $ 1,079,996.34 131.4123% 5 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,155,842.60 140.6412% ==================================================================================================================================== |( 1 ) H006 |( 2 ) C024 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 40000.00000 40000.00| 70000.00000 70000.00| 75000.00000 75000.00 MOBILIZATION | | | 0020 00102 LUMP| 5750.00000 5750.00| 4500.00000 4500.00| 6300.00000 6300.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| 25500.00000 25500.00 GRADING | | | 0040 00140 1000.000 CY | 15.00000 15000.00| 10.00000 10000.00| 45.00000 45000.00 BORROW EXCAVATION | | | 0050 10128 196.000 TON | 25.00000 4900.00| 26.00000 5096.00| 24.00000 4704.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0060 10635 50.000 TON | 110.00000 5500.00| 98.00000 4900.00| 108.00000 5400.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0070 13320 100.000 LF | 20.00000 2000.00| 30.00000 3000.00| 23.00000 2300.00 GUARDRAIL GR-2 | | | 0080 13345 4.000 EA | 2500.00000 10000.00| 2400.00000 9600.00| 2600.00000 10400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B37 -2 TABULATION OF BIDS CALL ORDER : B37 CONTRACT ID : C00057602B03 COUNTIES : AUGUSTA LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) C024 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13383 4.000 EA | 2500.00000 10000.00| 2800.00000 11200.00| 1900.00000 7600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0100 24152 2.000 EA | 500.00000 1000.00| 230.00000 460.00| 415.00000 830.00 TYPE III BARRICADE 8' | | | 0110 24160 180.000 SF | 30.00000 5400.00| 14.00000 2520.00| 25.00000 4500.00 CONSTRUCTION SIGNS | | | 0120 24278 720.000 DAY | 1.00000 720.00| 1.00000 720.00| 0.70000 504.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24282 100.000 HR | 20.00000 2000.00| 0.00000 0.00| 10.00000 1000.00 FLAGGER SERVICE | | | 0140 25506 7.000 MO | 1500.00000 10500.00| 1500.00000 10500.00| 1100.00000 7700.00 FIELD OFFICE TY.II | | | 0150 26127 108.000 TON | 35.00000 3780.00| 34.00000 3672.00| 40.00000 4320.00 DRY RIPRAP CL.I 26" | | | 0160 27022 1.000 ACRE| 5000.00000 5000.00| 2770.00000 2770.00| 5600.00000 5600.00 TOPSOIL CLASS B 2" | | | 0170 27102 69.000 LB | 15.00000 1035.00| 10.00000 690.00| 14.00000 966.00 REGULAR SEED | | | 0180 27103 46.000 LB | 2.00000 92.00| 0.00000 0.00| 2.20000 101.20 OVERSEEDING | | | 0190 27215 1.000 TON | 935.00000 935.00| 0.00000 0.00| 940.00000 940.00 FERTILIZER(15-30-15) | | | 0200 27250 1.000 TON | 175.00000 175.00| 1250.00000 1250.00| 175.00000 175.00 LIME | | | 0210 27288 2.000 ACRE| 1300.00000 2600.00| 400.00000 800.00| 1216.00000 2432.00 EROSION CONTROL MULCH | | | 0220 27326 90.000 SY | 6.00000 540.00| 7.75000 697.50| 5.80000 522.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0230 27327 586.000 SY | 11.00000 6446.00| 7.75000 4541.50| 11.00000 6446.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0240 27415 9.000 EA | 200.00000 1800.00| 100.00000 900.00| 125.00000 1125.00 CHECK DAM(ROCK) TY. II | | | 0250 27422 2.000 EA | 1000.00000 2000.00| 820.00000 1640.00| 1600.00000 3200.00 DEWATERING BASIN | | | 0260 27430 199.000 CY | 1.00000 199.00| 0.00000 0.00| 1.00000 199.00 SILTATION CONTROL EXCAVATION | | | 0270 27505 600.000 LF | 3.00000 1800.00| 3.00000 1800.00| 3.00000 1800.00 TEMP. SILT FENCE | | | 0280 27506 270.000 LF | 3.00000 810.00| 2.50000 675.00| 3.00000 810.00 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B37 -3 TABULATION OF BIDS CALL ORDER : B37 CONTRACT ID : C00057602B03 COUNTIES : AUGUSTA LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) C024 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 60404 140.000 CY | 620.00000 86800.00| 622.00000 87080.00| 688.00000 96320.00 CONCRETE CLASS A4 | | | 0300 60490 513.000 SY | 4.00000 2052.00| 6.50000 3334.50| 3.85000 1975.05 BRIDGE DECK GROOVING | | | 0310 61705 31320.000 LB | 1.00000 31320.00| 0.95000 29754.00| 1.08000 33825.60 EPOXY COATED REINF. STEEL | | | * | | | 0320 61812 104225.000 LS | 275000.00000 275000.00| 330000.00000 330000.00| 270000.00000 270000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0330 62030 330.000 LF | 96.00000 31680.00| 105.00000 34650.00| 109.00000 35970.00 RAILING,KANSAS CORRAL 27" W/CURB | | | 0340 64005 830.000 TON | 22.00000 18260.00| 26.00000 21580.00| 26.00000 21580.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0350 64011 612.000 CY | 32.00000 19584.00| 23.00000 14076.00| 18.00000 11016.00 STRUCTURE EXCAVATION | | | 0360 64030 16.000 CY | 30.00000 480.00| 25.00000 400.00| 96.00000 1536.00 POROUS BACKFILL | | | 0370 64036 90.000 LF | 20.00000 1800.00| 5.00000 450.00| 6.00000 540.00 PIPE UNDERDRAIN 6" | | | 0380 64110 595.000 LF | 49.00000 29155.00| 50.50000 30047.50| 39.00000 23205.00 STEEL PILES 10" | | | 0390 64755 38.000 EA | 100.00000 3800.00| 90.00000 3420.00| 86.00000 3268.00 PILE POINT FOR 10" STEEL PILE | | | 0400 65013 145.000 CY | 625.00000 90625.00| 450.00000 65250.00| 450.00000 65250.00 CONCRETE CLASS A3 | | | 0410 65200 8700.000 LB | 1.00000 8700.00| 0.82000 7134.00| 0.90000 7830.00 REINF. STEEL | | | 0420 66115 LUMP| 8000.00000 8000.00| 53000.00000 53000.00| 60000.00000 60000.00 TEMP. CAUSEWAY | | | 0430 66120 1.000 EA | 10000.00000 10000.00| 14000.00000 14000.00| 21000.00000 21000.00 COFFERDAM | | | 0440 66239 520.000 TON | 30.00000 15600.00| 45.00000 23400.00| 40.50000 21060.00 DRY RIPRAP CL.II 38" | | | 0450 67900 LUMP| 15000.00000 15000.00| 14000.00000 14000.00| 20500.00000 20500.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. #6146 | | | 0460 67905 17.000 SY | 500.00000 8500.00| 535.00000 9095.00| 356.00000 6052.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS 10" ELASTIC INCLUSION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B37 -4 TABULATION OF BIDS CALL ORDER : B37 CONTRACT ID : C00057602B03 COUNTIES : AUGUSTA LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) C024 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |A. R. COFFEY AND SONS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 68476 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 13200.00000 13200.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. #6146, TYPE B | | | 0480 68490 LUMP| 500.00000 500.00| 700.00000 700.00| 650.00000 650.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. #6146, TYPE B | | | SECTION TOTALS | $ 821,838.00| $ 922,303.00| $ 940,151.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 821,838.00| $ 922,303.00| $ 940,151.85 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -1 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/30/10 COMPLETION DATE PROJECT(S) : (NFO)0696-003-165, M501 FED # BR/STP-003-8 (127) (NFO)0696-003-165, B631 FED # BR/STP-003-8(127) (NFO)0696-003-165, M501 FED # BR/STP-003-8 (127) CONTRACT DESCRIPTION: BRIDGE REPLACEMENT FROM: INTERSECTION OF RTE. 1009 TO: INTERSECTION OF RTE 60 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H006 HAMMOND-MITCHELL, INC. $ 2,928,945.12 100.0000% 2 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 3,548,850.81 121.1648% 3 D172 DLB, INC. $ 3,571,866.35 121.9506% 4 F440 FAIRFIELD-ECHOLS, LLC $ 3,858,440.47 131.7348% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 3,931,792.80 134.2392% 6 S147 SMITH-ROWE, INC. $ 3,995,653.24 136.4195% 7 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 4,077,198.30 139.2036% 8 V004 VECELLIO & GROGAN, INC. $ 4,281,689.47 146.1854% ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0010 00100 LUMP| 152950.00000 152950.00| 180000.00000 180000.00| 210000.00000 210000.00 MOBILIZATION | | | 0020 00101 LUMP| 15180.00000 15180.00| 35000.00000 35000.00| 16000.00000 16000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 51750.00000 51750.00| 90000.00000 90000.00| 225000.00000 225000.00 GRADING | | | 0040 00140 3400.000 CY | 11.50000 39100.00| 0.01000 34.00| 18.00000 61200.00 BORROW EXCAVATION | | | 0050 00162 LUMP| 19550.00000 19550.00| 70000.00000 70000.00| 151000.00000 151000.00 NS ACCESS ROAD ACCESS ROAD NS RAILROAD | | | ACCESS ROAD | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -2 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00270 1720.000 TON | 15.33000 26367.60| 26.00000 44720.00| 21.00000 36120.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00505 37.000 TON | 25.88000 957.56| 40.00000 1480.00| 22.00000 814.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0080 00525 25.000 CY | 747.50000 18687.50| 640.00000 16000.00| 1950.00000 48750.00 CONCRETE CLASS A3 MISC. | | | 0090 00529 22.000 CY | 310.50000 6831.00| 145.00000 3190.00| 235.00000 5170.00 FLOWABLE BACKFILL | | | 0100 00588 432.000 LF | 12.45000 5378.40| 15.00000 6480.00| 10.00000 4320.00 UNDERDRAIN UD-4 | | | 0110 00590 17.000 LF | 11.50000 195.50| 15.00000 255.00| 26.00000 442.00 COMB. UNDERDRAIN CD-1 | | | 0120 00591 59.000 LF | 11.50000 678.50| 15.00000 885.00| 24.00000 1416.00 COMB. UNDERDRAIN CD-2 | | | 0130 00595 69.000 LF | 11.50000 793.50| 14.00000 966.00| 19.00000 1311.00 OUTLET PIPE | | | 0140 00596 3.000 EA | 621.00000 1863.00| 350.00000 1050.00| 480.00000 1440.00 ENDWALL EW-12 | | | 0150 01152 226.000 LF | 64.40000 14554.40| 48.00000 10848.00| 37.00000 8362.00 15" CONC. PIPE | | | 0160 01182 460.000 LF | 53.48000 24600.80| 58.00000 26680.00| 43.50000 20010.00 18" CONC. PIPE | | | 0170 01242 92.000 LF | 86.83000 7988.36| 78.00000 7176.00| 55.00000 5060.00 24" CONC. PIPE | | | 0180 01302 108.000 LF | 88.55000 9563.40| 92.00000 9936.00| 71.00000 7668.00 30" CONC. PIPE | | | 0190 01362 463.000 LF | 103.73000 48026.99| 115.00000 53245.00| 93.00000 43059.00 36" CONC. PIPE | | | 0200 06361 1.000 EA | 1638.75000 1638.75| 1600.00000 1600.00| 2130.00000 2130.00 36" END SECTION ES-1 | | | 0210 06740 9.000 EA | 3168.25000 28514.25| 2900.00000 26100.00| 2286.00000 20574.00 DROP INLET DI-1 | | | 0220 06745 1.000 EA | 4140.00000 4140.00| 3500.00000 3500.00| 3588.00000 3588.00 DROP INLET DI-2A | | | 0230 06747 2.000 EA | 4163.00000 8326.00| 3600.00000 7200.00| 3400.00000 6800.00 DROP INLET DI-2B,L=4' | | | 0240 06755 2.000 EA | 5888.00000 11776.00| 5200.00000 10400.00| 6000.00000 12000.00 DROP INLET DI-2B,L=20' | | | 0250 06819 3.000 EA | 3990.50000 11971.50| 3700.00000 11100.00| 3443.00000 10329.00 DROP INLET DI-3B,L=8' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -3 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 06820 1.000 EA | 4393.00000 4393.00| 4000.00000 4000.00| 3868.00000 3868.00 DROP INLET DI-3B,L=10' | | | 0270 09056 50.000 LF | 546.25000 27312.50| 500.00000 25000.00| 473.00000 23650.00 MANHOLE MH-1 OR 2 | | | 0280 09150 34.000 TON | 43.13000 1466.42| 50.00000 1700.00| 53.00000 1802.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0290 09250 2.000 EA | 1265.00000 2530.00| 400.00000 800.00| 385.00000 770.00 SLOPE DRAIN | | | 0300 10128 2650.000 TON | 29.70000 78705.00| 23.00000 60950.00| 21.00000 55650.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0310 10607 740.000 TON | 109.09000 80726.60| 115.00000 85100.00| 120.00000 88800.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0320 10630 2421.000 SY | 2.78000 6730.38| 3.00000 7263.00| 4.35000 10531.35 FLEXIBLE PAVEMENT PLANING | | | 0330 10642 1130.000 TON | 102.50000 115825.00| 108.00000 122040.00| 113.00000 127690.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0340 11070 780.000 LF | 3.45000 2691.00| 5.00000 3900.00| 7.00000 5460.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0350 12020 440.000 LF | 24.48000 10771.20| 22.00000 9680.00| 21.50000 9460.00 STD. CURB CG-2 | | | 0360 12022 40.000 LF | 24.48000 979.20| 22.00000 880.00| 21.50000 860.00 RADIAL CURB CG-2 | | | 0370 12600 135.000 LF | 30.53000 4121.55| 22.00000 2970.00| 26.00000 3510.00 STD. COMB. CURB & GUTTER CG-6 | | | 0380 12610 220.000 LF | 30.53000 6716.60| 22.00000 4840.00| 27.00000 5940.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0390 12700 120.000 LF | 31.90000 3828.00| 22.00000 2640.00| 27.00000 3240.00 STD. COMB. CURB & GUTTER CG-7 | | | 0400 12710 210.000 LF | 31.90000 6699.00| 22.00000 4620.00| 27.00000 5670.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0410 13108 3.000 SY | 770.00000 2310.00| 400.00000 1200.00| 270.00000 810.00 CG-12 DETECTABLE WARNING SURFACE | | | 0420 13114 130.000 SY | 99.00000 12870.00| 95.00000 12350.00| 92.00000 11960.00 ENTRANCE GUTTER CG-13 | | | 0430 13220 160.000 SY | 49.50000 7920.00| 50.00000 8000.00| 44.00000 7040.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0440 13320 198.000 LF | 19.97000 3954.06| 24.00000 4752.00| 20.00000 3960.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -4 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 13331 164.000 LF | 21.67000 3553.88| 25.00000 4100.00| 21.00000 3444.00 RAD. GUARDRAIL GR-2 | | | 0460 13345 3.000 EA | 3083.30000 9249.90| 2800.00000 8400.00| 3100.00000 9300.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0470 13383 2.000 EA | 2656.50000 5313.00| 2400.00000 4800.00| 2600.00000 5200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0480 13392 2.000 EA | 2215.40000 4430.80| 2500.00000 5000.00| 2200.00000 4400.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0490 24100 100.000 HR | 20.70000 2070.00| 50.00000 5000.00| 45.00000 4500.00 ALLAYING DUST | | | 0500 24152 3.000 EA | 429.00000 1287.00| 350.00000 1050.00| 300.00000 900.00 TYPE III BARRICADE 8' | | | 0510 24160 368.000 SF | 28.75000 10580.00| 15.00000 5520.00| 45.00000 16560.00 CONSTRUCTION SIGNS | | | 0520 24260 30.000 TON | 31.63000 948.90| 22.00000 660.00| 24.00000 720.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0530 24278 6735.000 DAY | 0.72000 4849.20| 0.50000 3367.50| 1.00000 6735.00 GROUP 2 CHANNELIZING DEVICES | | | 0540 24282 2500.000 HR | 15.00000 37500.00| 6.00000 15000.00| 14.50000 36250.00 FLAGGER SERVICE | | | 0550 24400 22.000 UNIT| 25.00000 550.00| 100.00000 2200.00| 75.00000 1650.00 OBSCURING ROADWAY | | | 0560 24410 3708.000 SY | 2.30000 8528.40| 4.00000 14832.00| 3.00000 11124.00 DEMOLITION OF PAVEMENT | | | 0570 25506 24.000 MO | 862.50000 20700.00| 2000.00000 48000.00| 1445.00000 34680.00 FIELD OFFICE TY.II | | | 0580 27022 2.000 ACRE| 5750.00000 11500.00| 6000.00000 12000.00| 10000.00000 20000.00 TOPSOIL CLASS B 2" | | | 0590 27102 305.000 LB | 11.00000 3355.00| 14.00000 4270.00| 12.00000 3660.00 REGULAR SEED | | | 0600 27103 215.000 LB | 3.30000 709.50| 3.00000 645.00| 3.30000 709.50 OVERSEEDING | | | 0610 27215 1.000 TON | 990.00000 990.00| 1500.00000 1500.00| 1550.00000 1550.00 FERTILIZER(15-30-15) | | | 0620 27250 1.000 TON | 203.50000 203.50| 250.00000 250.00| 221.00000 221.00 LIME | | | 0630 27288 2.000 ACRE| 1210.00000 2420.00| 1200.00000 2400.00| 1880.00000 3760.00 EROSION CONTROL MULCH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -5 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 27415 16.000 EA | 149.50000 2392.00| 250.00000 4000.00| 280.00000 4480.00 CHECK DAM(ROCK) TY. II | | | 0650 27430 231.000 CY | 1.00000 231.00| 0.01000 2.31| 5.00000 1155.00 SILTATION CONTROL EXCAVATION | | | 0660 27450 9.000 EA | 287.50000 2587.50| 200.00000 1800.00| 250.00000 2250.00 DROP INLET SILT TRAP, TYPE A | | | 0670 27460 10.000 EA | 172.50000 1725.00| 200.00000 2000.00| 90.00000 900.00 DROP INLET SILT TRAP, TYPE B | | | 0680 27505 763.000 LF | 2.50000 1907.50| 4.00000 3052.00| 3.00000 2289.00 TEMP. SILT FENCE | | | 0690 27506 592.000 LF | 2.30000 1361.60| 3.00000 1776.00| 3.00000 1776.00 TEMP. FILTER BARRIER | | | 0700 27552 650.000 TON | 31.87000 20715.50| 22.00000 14300.00| 35.00000 22750.00 NS NO. 57 STONE NO. 57 STONE .. | | | 0710 40002 202.000 LF | 29.70000 5999.40| 32.00000 6464.00| 40.00000 8080.00 3/4" WATER SERVICE LINE | | | 0720 40060 607.000 LF | 63.25000 38392.75| 40.00000 24280.00| 45.00000 27315.00 6" WATER MAIN | | | 0730 41006 4.000 EA | 1150.00000 4600.00| 1300.00000 5200.00| 1615.00000 6460.00 6" GATE VALVE & BOX | | | 0740 41104 1.000 EA | 287.50000 287.50| 400.00000 400.00| 470.00000 470.00 ADJUST EXIST. VALVE BOX | | | 0750 41820 1.000 EA | 2990.00000 2990.00| 2800.00000 2800.00| 2587.00000 2587.00 FIRE HYDRANT | | | 0760 42044 60.000 LF | 22.05000 1323.00| 38.00000 2280.00| 47.00000 2820.00 4" SANITARY SERVICE LATERAL CONNECTION | | | 0770 42060 201.000 LF | 22.05000 4432.05| 60.00000 12060.00| 26.00000 5226.00 6" SAN. SEWER PIPE | | | 0780 42706 2.000 LF | 293.25000 586.50| 500.00000 1000.00| 677.00000 1354.00 6" SANITARY DROP CONNECTION | | | 0790 42755 13.000 LF | 690.00000 8970.00| 650.00000 8450.00| 522.00000 6786.00 SANITARY SEWER MANHOLE | | | 0800 42764 3.000 EA | 391.00000 1173.00| 450.00000 1350.00| 605.00000 1815.00 MANHOLE FRAME & COVER F&C-1 | | | 0810 42771 4.000 LF | 373.75000 1495.00| 500.00000 2000.00| 529.00000 2116.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 0820 42845 3.000 EA | 253.00000 759.00| 250.00000 750.00| 458.00000 1374.00 4" SEWER CLEANOUT | | | 0830 50108 76.000 SF | 38.50000 2926.00| 15.00000 1140.00| 16.00000 1216.00 SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -6 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 50900 105.000 LF | 33.00000 3465.00| 45.00000 4725.00| 47.00000 4935.00 NS TRAFFIC SIGN TRAFFIC SIGN 2 1/2" X 2 | | | 1/2" SQUARE POST | | | 0850 50902 9.000 EA | 602.80000 5425.20| 200.00000 1800.00| 178.00000 1602.00 NS TRAFFIC SIGN TRAFFIC SIGN 2 1/2" X 2 | | | 1/2 SQUARE POST BASE | | | 0860 54020 6100.000 LF | 0.63000 3843.00| 0.50000 3050.00| 0.31000 1891.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0870 54042 110.000 LF | 14.41000 1585.10| 10.00000 1100.00| 6.70000 737.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0880 54105 1200.000 LF | 2.64000 3168.00| 1.00000 1200.00| 1.05000 1260.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0890 54300 2.000 EA | 269.50000 539.00| 225.00000 450.00| 233.00000 466.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0900 54512 9150.000 LF | 1.62000 14823.00| 1.00000 9150.00| 1.05000 9607.50 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0910 60120 151.000 CY | 19.17000 2894.67| 45.00000 6795.00| 135.00000 20385.00 STRUCTURE EXCAVATION | | | 0920 60404 374.000 CY | 643.50000 240669.00| 680.00000 254320.00| 650.00000 243100.00 CONCRETE CLASS A4 | | | 0930 60490 953.000 SY | 3.30000 3144.90| 6.00000 5718.00| 3.60000 3430.80 BRIDGE DECK GROOVING | | | 0940 61705 69750.000 LB | 1.01000 70447.50| 1.10000 76725.00| 0.98000 68355.00 EPOXY COATED REINF. STEEL | | | * | | | 0950 61812 530900.000 LS | 729300.00000 729300.00| 910000.00000 910000.00| 823000.00000 823000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0960 62010 306.000 LF | 86.25000 26392.50| 70.00000 21420.00| 60.00000 18360.00 CONCRETE PARAPET | | | 0970 62041 306.000 LF | 132.25000 40468.50| 190.00000 58140.00| 198.00000 60588.00 RAILING, BR27C 1 RAIL | | | 0980 64011 1692.000 CY | 23.00000 38916.00| 45.00000 76140.00| 30.00000 50760.00 STRUCTURE EXCAVATION | | | 0990 64030 22.000 CY | 46.00000 1012.00| 100.00000 2200.00| 87.00000 1914.00 POROUS BACKFILL | | | 1000 65013 386.000 CY | 609.40000 235228.40| 600.00000 231600.00| 574.00000 221564.00 CONCRETE CLASS A3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B51 -7 TABULATION OF BIDS CALL ORDER : B51 CONTRACT ID : C00018055M01 COUNTIES : ALLEGHANY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) H006 |( 2 ) A013 |( 3 ) D172 |HAMMOND-MITCHELL, INC. |ALLEGHENY CONSTRUCTION COMP |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 65200 38610.000 LB | 0.77000 29729.70| 0.90000 34749.00| 0.72000 27799.20 REINF. STEEL | | | 1020 66740 131.000 SY | 51.75000 6779.25| 100.00000 13100.00| 60.00000 7860.00 CONCRETE SLAB SLOPE PROTECTION 4" | | | 1030 66926 26.000 SY | 264.50000 6877.00| 400.00000 10400.00| 275.00000 7150.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 10" | | | THICKNESS | | | 1040 66926 3.000 SY | 264.50000 793.50| 1200.00000 3600.00| 305.00000 915.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 1'-7" | | | THICKNESS | | | 1050 66927 LUMP| 173800.00000 173800.00| 285000.00000 285000.00| 185000.00000 185000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY SHORING | | | 1060 67086 306.000 LF | 96.00000 29376.00| 68.00000 20808.00| 70.00000 21420.00 PED. FENCE 6' | | | 1070 67088 306.000 LF | 107.00000 32742.00| 72.00000 22032.00| 75.00000 22950.00 PED. FENCE 8' | | | 1080 67900 LUMP| 102000.00000 102000.00| 280000.00000 280000.00| 225000.00000 225000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. # 6067 | | | SECTION TOTALS | $ 2,928,945.12| $ 3,548,850.81| $ 3,571,866.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,928,945.12| $ 3,548,850.81| $ 3,571,866.35 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -1 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/30/10 COMPLETION DATE PROJECT(S) : PM02-044-279, C501 FED # BR-PM02(221) PM02-044-279, C501 FED # BR-PM02(221) PM02-044-279, C501 FED # BR-PM02(221) OTHERS CONTRACT DESCRIPTION: RTE. 701 OVER SMITH RIVER FR: INT. RTE. 57 (NEAR TOWN OD FIELDALE) TO: RTE. 682 (FIELD AVE.) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 2,442,686.30 100.0000% 2 S147 SMITH-ROWE, INC. $ 2,566,672.54 105.0758% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 2,748,864.00 112.5345% 4 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 2,883,446.50 118.0441% 5 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 2,957,527.10 121.0768% 6 V004 VECELLIO & GROGAN, INC. $ 3,217,658.50 131.7262% ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 150000.00000 150000.00| 128250.00000 128250.00| 150000.00000 150000.00 MOBILIZATION | | | 0020 00101 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 30000.00000 30000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 10000.00000 10000.00| 10368.31000 10368.31| 16000.00000 16000.00 CLEARING AND GRUBBING | | | 0040 00120 283.000 CY | 30.00000 8490.00| 22.25000 6296.75| 24.00000 6792.00 REGULAR EXCAVATION | | | 0050 00140 1214.000 CY | 13.50000 16389.00| 22.26000 27023.64| 17.00000 20638.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -2 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00515 1600.000 SF | 40.00000 64000.00| 48.80000 78080.00| 18.00000 28800.00 TEMPORARY SHEET PILING | | | 0070 00525 1.000 CY | 960.00000 960.00| 839.05000 839.05| 1200.00000 1200.00 CONCRETE CLASS A3 MISC. | | | 0080 00591 107.000 LF | 12.00000 1284.00| 26.34000 2818.38| 12.00000 1284.00 COMB. UNDERDRAIN CD-2 | | | 0090 00595 34.000 LF | 8.50000 289.00| 22.49000 764.66| 12.00000 408.00 OUTLET PIPE | | | 0100 00596 4.000 EA | 500.00000 2000.00| 436.60000 1746.40| 325.00000 1300.00 ENDWALL EW-12 | | | 0110 01150 107.000 LF | 28.00000 2996.00| 41.29000 4418.03| 35.00000 3745.00 15" PIPE | | | 0120 06819 1.000 EA | 3100.00000 3100.00| 3081.01000 3081.01| 3800.00000 3800.00 DROP INLET DI-3B,L=8' | | | 0130 07508 1.000 EA | 2400.00000 2400.00| 2483.48000 2483.48| 3200.00000 3200.00 DROP INLET DI-7 | | | 0140 08962 1.000 EA | 2400.00000 2400.00| 2692.92000 2692.92| 3800.00000 3800.00 DROP INLET DI-13 TY.1 | | | 0150 09150 4.000 TON | 100.00000 400.00| 111.56000 446.24| 60.00000 240.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0160 10065 317.000 TON | 36.00000 11412.00| 36.19000 11472.23| 20.00000 6340.00 AGGR. MATL. NO. 1 | | | 0170 10128 546.000 TON | 26.50000 14469.00| 29.71000 16221.66| 20.00000 10920.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10630 487.000 SY | 8.00000 3896.00| 14.25000 6939.75| 12.00000 5844.00 FLEXIBLE PAVEMENT PLANING | | | 0190 10635 146.000 TON | 115.00000 16790.00| 109.00000 15914.00| 120.00000 17520.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0200 10642 574.000 TON | 75.00000 43050.00| 73.00000 41902.00| 75.00000 43050.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0210 11070 205.000 LF | 4.00000 820.00| 3.68000 754.40| 8.00000 1640.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 6" DEPTH | | | 0220 12020 48.000 LF | 32.00000 1536.00| 60.00000 2880.00| 20.00000 960.00 STD. CURB CG-2 | | | 0230 12322 65.000 LF | 52.50000 3412.50| 50.00000 3250.00| 50.00000 3250.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0240 13108 12.000 SY | 265.00000 3180.00| 300.00000 3600.00| 300.00000 3600.00 CG-12 DETECTABLE WARNING SURFACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -3 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13220 39.000 SY | 48.00000 1872.00| 50.00000 1950.00| 48.00000 1872.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0260 13312 1.000 EA | 2900.00000 2900.00| 2422.00000 2422.00| 2300.00000 2300.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0270 13320 225.000 LF | 21.00000 4725.00| 18.00000 4050.00| 20.00000 4500.00 GUARDRAIL GR-2 | | | 0280 13331 100.000 LF | 23.00000 2300.00| 20.00000 2000.00| 22.00000 2200.00 RAD. GUARDRAIL GR-2 | | | 0290 13345 2.000 EA | 2900.00000 5800.00| 2700.00000 5400.00| 2700.00000 5400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0300 13383 4.000 EA | 1900.00000 7600.00| 2675.00000 10700.00| 3250.00000 13000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0310 24100 50.000 HR | 1.00000 50.00| 29.77000 1488.50| 30.00000 1500.00 ALLAYING DUST | | | 0320 24152 2.000 EA | 500.00000 1000.00| 250.00000 500.00| 400.00000 800.00 TYPE III BARRICADE 8' | | | 0330 24160 500.000 SF | 15.00000 7500.00| 13.00000 6500.00| 15.00000 7500.00 CONSTRUCTION SIGNS | | | 0340 24260 100.000 TON | 28.00000 2800.00| 31.25000 3125.00| 18.00000 1800.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0350 24278 11300.000 DAY | 0.50000 5650.00| 0.25000 2825.00| 0.50000 5650.00 GROUP 2 CHANNELIZING DEVICES | | | 0360 24282 1000.000 HR | 13.00000 13000.00| 21.44000 21440.00| 10.00000 10000.00 FLAGGER SERVICE | | | 0370 24288 6420.000 DAY | 1.35000 8667.00| 1.35000 8667.00| 1.00000 6420.00 WARNING LIGHT TY. B | | | 0380 24296 300.000 LF | 25.00000 7500.00| 57.00000 17100.00| 55.00000 16500.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | 0390 24297 200.000 LF | 25.00000 5000.00| 42.00000 8400.00| 35.00000 7000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0400 24400 1.000 UNIT| 500.00000 500.00| 817.65000 817.65| 200.00000 200.00 OBSCURING ROADWAY | | | 0410 24410 476.000 SY | 4.00000 1904.00| 3.95000 1880.20| 10.00000 4760.00 DEMOLITION OF PAVEMENT | | | 0420 25506 17.000 MO | 1800.00000 30600.00| 400.00000 6800.00| 1800.00000 30600.00 FIELD OFFICE TY.II | | | 0430 26117 712.000 TON | 38.00000 27056.00| 54.36000 38704.32| 40.00000 28480.00 DRY RIPRAP CL. AI | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -4 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 26271 23.000 TON | 42.00000 966.00| 56.77000 1305.71| 45.00000 1035.00 NS DRY RIPRAP DRY RIPRAP CL. I | | | 0450 27102 119.000 LB | 30.00000 3570.00| 14.00000 1666.00| 14.00000 1666.00 REGULAR SEED | | | 0460 27103 74.000 LB | 3.75000 277.50| 4.00000 296.00| 4.00000 296.00 OVERSEEDING | | | 0470 27104 16.000 LB | 22.00000 352.00| 23.00000 368.00| 23.00000 368.00 LEGUME SEED | | | 0480 27105 10.000 LB | 19.00000 190.00| 23.00000 230.00| 23.00000 230.00 LEGUME OVERSEEDING | | | 0490 27215 1.000 TON | 1400.00000 1400.00| 1500.00000 1500.00| 1500.00000 1500.00 FERTILIZER(15-30-15) | | | 0500 27250 3.000 TON | 210.00000 630.00| 200.00000 600.00| 200.00000 600.00 LIME | | | 0510 27321 40.000 SY | 2.40000 96.00| 3.00000 120.00| 3.00000 120.00 PROTECTIVE COVERING EC-2 | | | 0520 27415 4.000 EA | 300.00000 1200.00| 270.33000 1081.32| 200.00000 800.00 CHECK DAM(ROCK) TY. II | | | 0530 27422 2.000 EA | 5000.00000 10000.00| 1500.00000 3000.00| 5000.00000 10000.00 DEWATERING BASIN | | | 0540 27430 190.000 CY | 1.00000 190.00| 2.24000 425.60| 12.00000 2280.00 SILTATION CONTROL EXCAVATION | | | 0550 27440 20.000 HR | 22.50000 450.00| 75.00000 1500.00| 100.00000 2000.00 MOWING | | | 0560 27450 1.000 EA | 300.00000 300.00| 329.86000 329.86| 200.00000 200.00 DROP INLET SILT TRAP, TYPE A | | | 0570 27460 1.000 EA | 150.00000 150.00| 389.38000 389.38| 200.00000 200.00 DROP INLET SILT TRAP, TYPE B | | | 0580 27505 800.000 LF | 6.00000 4800.00| 3.30000 2640.00| 3.00000 2400.00 TEMP. SILT FENCE | | | 0590 27506 140.000 LF | 6.00000 840.00| 3.30000 462.00| 2.00000 280.00 TEMP. FILTER BARRIER | | | 0600 28820 15.000 UNIT| 260.00000 3900.00| 500.00000 7500.00| 500.00000 7500.00 WATERING | | | 0610 38900 19.000 EA | 22.00000 418.00| 42.50000 807.50| 50.00000 950.00 NS PLANT OR TREE PLANT OR TREE ALDER | | | SHRUB 36" HIGH | | | 0620 38900 28.000 EA | 22.00000 616.00| 42.50000 1190.00| 50.00000 1400.00 NS PLANT OR TREE PLANT OR TREE | | | ELDERBERRY SHRUB 36" HIGH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -5 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 38900 7.000 EA | 33.00000 231.00| 75.00000 525.00| 80.00000 560.00 NS PLANT OR TREE PLANT OR TREE HAZELNUT | | | SHRUB 36"HIGH | | | 0640 38900 8.000 EA | 27.00000 216.00| 75.00000 600.00| 80.00000 640.00 NS PLANT OR TREE PLANT OR TREE | | | PERSIMMON TREE 36"HIGH | | | 0650 38900 7.000 EA | 25.00000 175.00| 42.50000 297.50| 50.00000 350.00 NS PLANT OR TREE PLANT OR TREE PIN OAK | | | TREE 36" HIGH | | | 0660 38900 17.000 EA | 25.00000 425.00| 42.50000 722.50| 50.00000 850.00 NS PLANT OR TREE PLANT OR TREE SILKY | | | DOGWOOD SHRUB 36" HIGH | | | 0670 38900 17.000 EA | 29.00000 493.00| 42.50000 722.50| 50.00000 850.00 NS PLANT OR TREE PLANT OR TREE SPICE | | | BUSH SHRUB 36" HIGH | | | 0680 38900 27.000 EA | 34.00000 918.00| 42.50000 1147.50| 50.00000 1350.00 NS PLANT OR TREE PLANT OR TREE | | | WASHINGTON HAWTHORNE 36" HIGH | | | 0690 38900 7.000 EA | 29.00000 203.00| 42.50000 297.50| 50.00000 350.00 NS PLANT OR TREE PLANT OR TREE WILLOW | | | OAK TREE 36" HIGH | | | 0700 40061 149.000 LF | 86.00000 12814.00| 103.30000 15391.70| 125.00000 18625.00 6" DI WATER MAIN | | | 0710 41006 2.000 EA | 850.00000 1700.00| 942.93000 1885.86| 1800.00000 3600.00 6" GATE VALVE & BOX | | | 0720 42362 300.000 LF | 255.00000 76500.00| 327.72000 98316.00| 400.00000 120000.00 36" DI SANITARY SEWER PIPE | | | 0730 42771 7.000 LF | 400.00000 2800.00| 426.14000 2982.98| 550.00000 3850.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 0740 54020 1600.000 LF | 0.80000 1280.00| 0.75000 1200.00| 1.00000 1600.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0750 54100 30.000 LF | 11.50000 345.00| 11.00000 330.00| 12.00000 360.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO PAVE. LINE MARK. 24" | | | 0760 54105 1500.000 LF | 1.10000 1650.00| 1.05000 1575.00| 1.50000 2250.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0770 54240 10.000 EA | 3.20000 32.00| 3.00000 30.00| 3.00000 30.00 TEMP. PAVE. MARKER 1 WAY | | | 0780 54512 800.000 LF | 1.10000 880.00| 1.05000 840.00| 1.50000 1200.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -6 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 54516 500.000 LF | 2.25000 1125.00| 2.10000 1050.00| 2.20000 1100.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0800 60404 267.000 CY | 630.00000 168210.00| 573.05000 153004.35| 700.00000 186900.00 CONCRETE CLASS A4 | | | 0810 60490 790.000 SY | 2.50000 1975.00| 4.41000 3483.90| 5.00000 3950.00 BRIDGE DECK GROOVING | | | 0820 61705 61410.000 LB | 1.15000 70621.50| 1.07000 65708.70| 1.10000 67551.00 EPOXY COATED REINF. STEEL | | | * | | | 0830 61811 221500.000 LS | 525000.00000 525000.00| 523000.00000 523000.00| 550000.00000 550000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50 | | | 0840 61821 8000.000 LS | 17500.00000 17500.00| 13000.00000 13000.00| 25000.00000 25000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0850 62045 463.000 LF | 180.00000 83340.00| 245.35000 113597.05| 275.00000 127325.00 RAILING, BR27D 2 RAILS | | | 0860 62110 LUMP| 5400.00000 5400.00| 5700.00000 5700.00| 14000.00000 14000.00 NS CONC. SURFACE COLOR COATING CONC. | | | SURF.COLOR COATING RTE. 701 OVER | | | SMITH RIVER | | | 0870 62504 103.000 LF | 85.00000 8755.00| 170.50000 17561.50| 50.00000 5150.00 PREFORMED ELASTOMERIC JOINT SEALER 3 | | | 1/2" | | | 0880 64005 587.000 TON | 30.00000 17610.00| 29.45000 17287.15| 33.00000 19371.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0890 64011 582.000 CY | 15.00000 8730.00| 16.00000 9312.00| 45.00000 26190.00 STRUCTURE EXCAVATION | | | 0900 64045 935.000 SF | 40.00000 37400.00| 48.80000 45628.00| 35.00000 32725.00 TEMPORARY SHEET PILING | | | 0910 64110 2852.000 LF | 50.00000 142600.00| 50.20000 143170.40| 55.00000 156860.00 STEEL PILES 10" | | | 0920 64755 74.000 EA | 80.00000 5920.00| 137.50000 10175.00| 120.00000 8880.00 PILE POINT FOR 10" STEEL PILE | | | 0930 65013 331.000 CY | 450.00000 148950.00| 527.80000 174701.80| 580.00000 191980.00 CONCRETE CLASS A3 | | | 0940 65200 5210.000 LB | 0.80000 4168.00| 0.91000 4741.10| 1.10000 5731.00 REINF. STEEL | | | 0950 65205 10790.000 LB | 0.92000 9926.80| 0.93000 10034.70| 1.20000 12948.00 EPOXY COATED REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B54 -7 TABULATION OF BIDS CALL ORDER : B54 CONTRACT ID : C00079588C01 COUNTIES : HENRY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) S147 |( 3 ) A013 |DLB, INC. |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 65828 30.000 LF | 165.00000 4950.00| 245.35000 7360.50| 250.00000 7500.00 RAILING, BR27D 2 RAILS | | | 0970 66120 5.000 EA | 45000.00000 225000.00| 18000.00000 90000.00| 20000.00000 100000.00 COFFERDAM | | | 0980 66239 1320.000 TON | 45.00000 59400.00| 44.37000 58568.40| 55.00000 72600.00 DRY RIPRAP CL.II 38" | | | 0990 67350 LUMP| 45000.00000 45000.00| 55500.00000 55500.00| 62000.00000 62000.00 NS WATER LINE WATER LINE .. | | | 1000 67900 LUMP| 85000.00000 85000.00| 273000.00000 273000.00| 160000.00000 160000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STRUCTURE NO. 6007 | | | 1010 67904 LUMP| 1300.00000 1300.00| 9200.00000 9200.00| 4000.00000 4000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS REMOVE EXIST. ASBESTOS | | | 1020 67904 LUMP| 48000.00000 48000.00| 21000.00000 21000.00| 90000.00000 90000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. WORK BRIDGE A | | | 1030 67904 LUMP| 48000.00000 48000.00| 28500.00000 28500.00| 90000.00000 90000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. WORK BRIDGE B | | | 1040 68476 LUMP| 17000.00000 17000.00| 29500.00000 29500.00| 20000.00000 20000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6007 | | | 1050 68492 LUMP| 1100.00000 1100.00| 3600.00000 3600.00| 2000.00000 2000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6007 AND TYPE B | | | SECTION TOTALS | $ 2,442,686.30| $ 2,566,672.54| $ 2,748,864.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,442,686.30| $ 2,566,672.54| $ 2,748,864.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B59 -1 TABULATION OF BIDS CALL ORDER : B59 CONTRACT ID : C00075316C01 COUNTIES : TAZEWELL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 03/10/10 COMPLETION DATE PROJECT(S) : 0747-092-585,B644 FED # NONE 0747-092-585,C501 FED # NONE CONTRACT DESCRIPTION: BRIDGE OVER LAUREL CREEK AND APPROACHES AND WID. RTE. 644 FROM: RTE. 644 TO: 0.28 MI. E. RTE. 644 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P316 PATRICK CONSTRUCTION, INC. $ 1,116,782.70 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,316,512.63 117.8844% 3 D172 DLB, INC. $ 1,403,573.50 125.6801% 4 O133 RANNY E. O'DELL & COMPANY, INC. $ 1,435,192.34 128.5113% 5 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 1,716,593.00 153.7088% 6 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,814,948.59 162.5158% 7 E155 ELK KNOB, INC. $ 1,875,615.73 167.9481% ==================================================================================================================================== |( 1 ) P316 |( 2 ) W048 |( 3 ) D172 |PATRICK CONSTRUCTION, INC. |W-L CONSTRUCTION & PAVING, |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE BID ITEMS | | | 0010 00100 LUMP| 100000.00000 100000.00| 52510.83000 52510.83| 100000.00000 100000.00 MOBILIZATION | | | 0020 00101 LUMP| 15000.00000 15000.00| 22983.51000 22983.51| 25000.00000 25000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 18000.00000 18000.00| 28121.97000 28121.97| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0040 00120 13358.000 CY | 7.65000 102188.70| 15.00000 200370.00| 16.25000 217067.50 REGULAR EXCAVATION | | | 0050 00270 1259.000 TON | 16.50000 20773.50| 21.50000 27068.50| 25.00000 31475.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0060 01182 331.000 LF | 30.00000 9930.00| 72.00000 23832.00| 45.00000 14895.00 18" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B59 -2 TABULATION OF BIDS CALL ORDER : B59 CONTRACT ID : C00075316C01 COUNTIES : TAZEWELL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) W048 |( 3 ) D172 |PATRICK CONSTRUCTION, INC. |W-L CONSTRUCTION & PAVING, |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 01242 65.000 LF | 52.00000 3380.00| 86.39000 5615.35| 50.00000 3250.00 24" CONC. PIPE | | | 0080 02192 134.000 LF | 102.00000 13668.00| 93.51000 12530.34| 120.00000 16080.00 30" X 19" ELLIPTICAL CONC. PIPE | | | 0090 06181 7.000 EA | 625.00000 4375.00| 599.21000 4194.47| 880.00000 6160.00 18" END SECTION ES-1 | | | 0100 06241 2.000 EA | 700.00000 1400.00| 785.43000 1570.86| 975.00000 1950.00 24" END SECTION ES-1 | | | 0110 06502 2.000 EA | 2000.00000 4000.00| 2450.00000 4900.00| 2700.00000 5400.00 30" X 19" END SECTION ES-1A | | | 0120 09046 4.000 LF | 650.00000 2600.00| 941.42000 3765.68| 620.00000 2480.00 MANHOLE MH-1 | | | 0130 09057 1.000 EA | 350.00000 350.00| 327.06000 327.06| 510.00000 510.00 FRAME & COVER MH-1 | | | 0140 09150 31.000 TON | 20.00000 620.00| 38.38000 1189.78| 40.00000 1240.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09185 85.000 SY | 65.00000 5525.00| 62.67000 5326.95| 47.00000 3995.00 PAVED DITCH PG-2A | | | 0160 10128 2533.000 TON | 17.00000 43061.00| 21.50000 54459.50| 22.00000 55726.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10607 599.000 TON | 127.00000 76073.00| 125.65000 75264.35| 130.00000 77870.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0180 10610 591.000 TON | 118.00000 69738.00| 116.00000 68556.00| 120.00000 70920.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0190 10642 478.000 TON | 106.00000 50668.00| 103.85000 49640.30| 108.00000 51624.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0200 13320 688.000 LF | 18.50000 12728.00| 18.62000 12810.56| 18.00000 12384.00 GUARDRAIL GR-2 | | | 0210 13331 213.000 LF | 21.00000 4473.00| 20.75000 4419.75| 20.00000 4260.00 RAD. GUARDRAIL GR-2 | | | 0220 13383 3.000 EA | 1800.00000 5400.00| 1755.68000 5267.04| 1700.00000 5100.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0230 24100 1500.000 HR | 10.00000 15000.00| 14.05000 21075.00| 1.00000 1500.00 ALLAYING DUST | | | 0240 24152 2.000 EA | 400.00000 800.00| 258.53000 517.06| 500.00000 1000.00 TYPE III BARRICADE 8' | | | 0250 24160 457.000 SF | 16.00000 7312.00| 13.83000 6320.31| 15.00000 6855.00 CONSTRUCTION SIGNS | | | 0260 24260 1000.000 TON | 17.00000 17000.00| 16.05000 16050.00| 25.00000 25000.00 CR. RUN AGGR. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B59 -3 TABULATION OF BIDS CALL ORDER : B59 CONTRACT ID : C00075316C01 COUNTIES : TAZEWELL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) W048 |( 3 ) D172 |PATRICK CONSTRUCTION, INC. |W-L CONSTRUCTION & PAVING, |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24278 27000.000 DAY | 1.00000 27000.00| 0.17000 4590.00| 0.50000 13500.00 GROUP 2 CHANNELIZING DEVICES | | | 0280 24282 12000.000 HR | 7.00000 84000.00| 10.00000 120000.00| 1.00000 12000.00 FLAGGER SERVICE | | | 0290 24297 540.000 LF | 18.00000 9720.00| 36.71000 19823.40| 25.00000 13500.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0300 24400 3.000 UNIT| 150.00000 450.00| 501.90000 1505.70| 500.00000 1500.00 OBSCURING ROADWAY | | | 0310 25506 13.000 MO | 1200.00000 15600.00| 1400.00000 18200.00| 1500.00000 19500.00 FIELD OFFICE TY.II | | | 0320 26127 79.000 TON | 22.00000 1738.00| 36.39000 2874.81| 32.00000 2528.00 DRY RIPRAP CL.I 26" | | | 0330 27102 442.000 LB | 10.00000 4420.00| 7.61000 3363.62| 10.00000 4420.00 REGULAR SEED | | | 0340 27103 276.000 LB | 4.00000 1104.00| 7.61000 2100.36| 3.00000 828.00 OVERSEEDING | | | 0350 27104 74.000 LB | 25.00000 1850.00| 19.53000 1445.22| 24.00000 1776.00 LEGUME SEED | | | 0360 27105 46.000 LB | 14.50000 667.00| 19.53000 898.38| 14.00000 644.00 LEGUME OVERSEEDING | | | 0370 27215 2.000 TON | 1300.00000 2600.00| 1048.09000 2096.18| 1250.00000 2500.00 FERTILIZER(15-30-15) | | | 0380 27250 9.000 TON | 225.00000 2025.00| 159.61000 1436.49| 200.00000 1800.00 LIME | | | 0390 27321 49.000 SY | 5.50000 269.50| 3.19000 156.31| 5.00000 245.00 PROTECTIVE COVERING EC-2 | | | 0400 27415 34.000 EA | 175.00000 5950.00| 181.68000 6177.12| 300.00000 10200.00 CHECK DAM(ROCK) TY. II | | | 0410 27422 1.000 EA | 800.00000 800.00| 2660.13000 2660.13| 5000.00000 5000.00 DEWATERING BASIN | | | 0420 27430 358.000 CY | 1.00000 358.00| 1.56000 558.48| 1.00000 358.00 SILTATION CONTROL EXCAVATION | | | 0430 27500 91.000 SY | 12.00000 1092.00| 4.33000 394.03| 2.50000 227.50 GEOTEXTILE FABRIC | | | 0440 27505 2500.000 LF | 3.00000 7500.00| 2.14000 5350.00| 6.00000 15000.00 TEMP. SILT FENCE | | | 0450 50108 16.000 SF | 15.00000 240.00| 31.92000 510.72| 15.00000 240.00 SIGN PANEL | | | 0460 50900 36.000 LF | 6.00000 216.00| 5.32000 191.52| 5.20000 187.20 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 2" X 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B59 -4 TABULATION OF BIDS CALL ORDER : B59 CONTRACT ID : C00075316C01 COUNTIES : TAZEWELL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) W048 |( 3 ) D172 |PATRICK CONSTRUCTION, INC. |W-L CONSTRUCTION & PAVING, |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 54020 10000.000 LF | 0.33000 3300.00| 0.31000 3100.00| 0.31000 3100.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0480 54028 24.000 LF | 6.00000 144.00| 2.82000 67.68| 5.20000 124.80 TYPE A PAVEMENT LINE MARKING 24" | | | 0490 54510 600.000 LF | 1.15000 690.00| 2.62000 1572.00| 1.08000 648.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0500 60404 70.000 CY | 350.00000 24500.00| 372.42000 26069.40| 700.00000 49000.00 CONCRETE CLASS A4 | | | 0510 60490 224.000 SY | 14.00000 3136.00| 14.90000 3337.60| 8.25000 1848.00 BRIDGE DECK GROOVING | | | 0520 61705 13670.000 LB | 1.20000 16404.00| 1.28000 17497.60| 1.00000 13670.00 EPOXY COATED REINF. STEEL | | | * | | | 0530 61811 52800.000 LS | 150000.00000 150000.00| 170248.20000 170248.20| 167000.00000 167000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50 | | | 0540 62033 155.000 LF | 85.00000 13175.00| 95.76000 14842.80| 130.00000 20150.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0550 62534 10.000 SY | 340.00000 3400.00| 425.62000 4256.20| 185.00000 1850.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION (EPS | | | MATERIAL) 10" TH. | | | 0560 64011 130.000 CY | 12.00000 1560.00| 15.96000 2074.80| 20.00000 2600.00 STRUCTURE EXCAVATION | | | 0570 64110 560.000 LF | 40.00000 22400.00| 44.69000 25026.40| 50.00000 28000.00 STEEL PILES 10" | | | 0580 64755 56.000 EA | 60.00000 3360.00| 74.48000 4170.88| 75.00000 4200.00 PILE POINT FOR 10" STEEL PILE | | | 0590 65013 189.000 CY | 320.00000 60480.00| 361.78000 68376.42| 600.00000 113400.00 CONCRETE CLASS A3 | | | 0600 65200 13810.000 LB | 0.85000 11738.50| 1.06000 14638.60| 0.75000 10357.50 REINF. STEEL | | | 0610 65205 5150.000 LB | 1.35000 6952.50| 1.49000 7673.50| 1.00000 5150.00 EPOXY COATED REINF. STEEL | | | 0620 66120 1.000 EA | 1500.00000 1500.00| 2128.10000 2128.10| 20000.00000 20000.00 COFFERDAM | | | 0630 66239 540.000 TON | 22.00000 11880.00| 58.52000 31600.80| 32.00000 17280.00 DRY RIPRAP CL.II 38" | | | 0640 67900 LUMP| 2500.00000 2500.00| 6384.31000 6384.31| 40000.00000 40000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6076 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B59 -5 TABULATION OF BIDS CALL ORDER : B59 CONTRACT ID : C00075316C01 COUNTIES : TAZEWELL LETTING DATE : 01/28/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) W048 |( 3 ) D172 |PATRICK CONSTRUCTION, INC. |W-L CONSTRUCTION & PAVING, |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 67904 LUMP| 5000.00000 5000.00| 6384.31000 6384.31| 25000.00000 25000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0660 68476 LUMP| 2500.00000 2500.00| 3192.15000 3192.15| 2000.00000 2000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6076 | | | 0670 68490 LUMP| 500.00000 500.00| 851.24000 851.24| 500.00000 500.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 6076, TY. B | | | SECTION TOTALS | $ 1,116,782.70| $ 1,316,512.63| $ 1,403,573.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,116,782.70| $ 1,316,512.63| $ 1,403,573.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B61 -1 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00087756C01 COUNTIES : ALBEMARLE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 06/24/09 COMPLETION DATE PROJECT(S) : BR07-002-391, C501 FED # BH-BR07(221) CONTRACT DESCRIPTION: RTE. 64 WBL OVER RIVANNA RIVER & CSX RR ALBEMARLE COUNTY 1.06 MI. E. INT. RTE 250 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T503 TESSA STRUCTURES, LLC $ 842,794.70 100.0000% 2 M640 MARTINS CONSTRUCTION CORP. $ 1,030,882.00 122.3171% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,134,662.48 134.6309% 4 W613 WUNNA CONTRACTING CORPORATION $ 1,187,630.00 140.9157% 5 C097 CORMAN CONSTRUCTION, INC. $ 1,336,970.00 158.6353% 6 C174 CLECO CORPORATION $ 1,441,744.75 171.0671% ==================================================================================================================================== |( 1 ) T503 |( 2 ) M640 |( 3 ) L005 |TESSA STRUCTURES, LLC |MARTINS CONSTRUCTION CORP. |LANFORD BROTHERS COMPANY, 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| 27000.00000 27000.00| 80000.00000 80000.00| 86700.00000 86700.00 MOBILIZATION | | | 0020 00120 156.000 CY | 25.00000 3900.00| 65.00000 10140.00| 60.00000 9360.00 REGULAR EXCAVATION | | | 0030 10128 200.000 TON | 45.00000 9000.00| 78.00000 15600.00| 65.00000 13000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10630 1000.000 SY | 8.00000 8000.00| 18.00000 18000.00| 6.00000 6000.00 FLEXIBLE PAVEMENT PLANING | | | 0050 10635 200.000 TON | 95.00000 19000.00| 165.00000 33000.00| 132.00000 26400.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0060 10642 150.000 TON | 85.00000 12750.00| 190.00000 28500.00| 155.00000 23250.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 10700 2250.000 LF | 1.75000 3937.50| 6.00000 13500.00| 3.50000 7875.00 RUMBLE STRIP, ASPHALT | | | 0080 10701 500.000 SY | 1.50000 750.00| 5.00000 2500.00| 4.90000 2450.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B61 -2 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00087756C01 COUNTIES : ALBEMARLE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T503 |( 2 ) M640 |( 3 ) L005 |TESSA STRUCTURES, LLC |MARTINS CONSTRUCTION CORP. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24265 LUMP| 94000.00000 94000.00| 205000.00000 205000.00| 136200.00000 136200.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2048 | | | 0100 24279 1680.000 HR | 4.50000 7560.00| 5.00000 8400.00| 3.00000 5040.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0110 24502 40.000 EA | 2.75000 110.00| 25.00000 1000.00| 6.10000 244.00 NS REMOVE EXIST. REMOVE EXIST. LENS | | | (SNOW PLOWABLE RAISED MARKER) | | | 0120 27430 85.000 CY | 9.00000 765.00| 15.00000 1275.00| 18.00000 1530.00 SILTATION CONTROL EXCAVATION | | | 0130 27506 500.000 LF | 2.50000 1250.00| 2.50000 1250.00| 4.00000 2000.00 TEMP. FILTER BARRIER | | | 0140 54034 4739.000 LF | 0.75000 3554.25| 1.00000 4739.00| 3.52000 16681.28 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0150 54100 2563.000 LF | 6.75000 17300.25| 7.50000 19222.50| 5.40000 13840.20 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI PAVE.LINE MARK. 6" CONTRAST | | | 0160 54216 40.000 EA | 20.00000 800.00| 30.00000 1200.00| 7.40000 296.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0170 68090 4978.000 SY | 3.15000 15680.70| 3.25000 16178.50| 12.00000 59736.00 BRIDGE DECK GROOVING | | | 0180 68317 4978.000 SY | 6.00000 29868.00| 4.50000 22401.00| 12.00000 59736.00 NS MILLING MILLING TYPE A MODIFIED | | | (1 1/4" DEPTH) | | | 0190 68572 244.000 L.F.| 180.00000 43920.00| 145.00000 35380.00| 84.00000 20496.00 EXPANSION JOINT RECONSTRUCTION | | | 0200 68574 48.000 LF | 75.00000 3600.00| 25.00000 1200.00| 34.00000 1632.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0210 68902 256.000 LF | 75.00000 19200.00| 100.00000 25600.00| 210.00000 53760.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELASTOM. JT. | | | SEALER MOD. 2.5" | | | 0220 68910 4978.000 SY | 80.50000 400729.00| 82.00000 408196.00| 62.00000 308636.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD.CEM.CONC. | | | (VES)1 1/4"-1 3/4" | | | 0230 68910 494.000 SY | 230.00000 113620.00| 150.00000 74100.00| 550.00000 271700.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B61 -3 TABULATION OF BIDS CALL ORDER : B61 CONTRACT ID : C00087756C01 COUNTIES : ALBEMARLE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T503 |( 2 ) M640 |( 3 ) L005 |TESSA STRUCTURES, LLC |MARTINS CONSTRUCTION CORP. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 68910 10.000 SY | 650.00000 6500.00| 450.00000 4500.00| 810.00000 8100.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE C PATCHING (VRH) | | | SECTION TOTALS | $ 842,794.70| $ 1,030,882.00| $ 1,134,662.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 842,794.70| $ 1,030,882.00| $ 1,134,662.48 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B62 -1 TABULATION OF BIDS CALL ORDER : B62 CONTRACT ID : C00087757C01 COUNTIES : ALBEMARLE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 06/17/09 COMPLETION DATE PROJECT(S) : BR07-002-392, C501 FED # BH-BR07(222) CONTRACT DESCRIPTION: PROPOSED DECK REPAIRS AND LATEX OVERLAY ALBEMARLE COUNTY RTE. 64 E.B.L. OVER STOCKTON CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W613 WUNNA CONTRACTING CORPORATION $ 624,064.00 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 667,491.00 106.9587% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 708,005.20 113.4507% 4 C174 CLECO CORPORATION $ 817,049.93 130.9241% ==================================================================================================================================== |( 1 ) W613 |( 2 ) C097 |( 3 ) L005 |WUNNA CONTRACTING CORPORATI |CORMAN CONSTRUCTION, INC. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GENERAL ITEMS | | | 0010 00100 LUMP| 59000.00000 59000.00| 50000.00000 50000.00| 58000.00000 58000.00 MOBILIZATION | | | 0020 00120 200.000 CY | 45.00000 9000.00| 75.00000 15000.00| 54.00000 10800.00 REGULAR EXCAVATION | | | 0030 10128 244.000 TON | 55.00000 13420.00| 35.00000 8540.00| 56.00000 13664.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10630 1333.000 SY | 12.00000 15996.00| 15.00000 19995.00| 7.00000 9331.00 FLEXIBLE PAVEMENT PLANING | | | 0050 10635 154.000 TON | 140.00000 21560.00| 135.00000 20790.00| 144.00000 22176.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0060 10642 123.000 TON | 150.00000 18450.00| 150.00000 18450.00| 155.00000 19065.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 10700 2300.000 LF | 7.00000 16100.00| 4.00000 9200.00| 3.50000 8050.00 RUMBLE STRIP, ASPHALT | | | 0080 10701 426.000 SY | 6.00000 2556.00| 3.50000 1491.00| 6.00000 2556.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0090 24265 LUMP| 75000.00000 75000.00| 130000.00000 130000.00| 126200.00000 126200.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2060 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B62 -2 TABULATION OF BIDS CALL ORDER : B62 CONTRACT ID : C00087757C01 COUNTIES : ALBEMARLE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) W613 |( 2 ) C097 |( 3 ) L005 |WUNNA CONTRACTING CORPORATI |CORMAN CONSTRUCTION, INC. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24279 2592.000 HR | 8.00000 20736.00| 10.00000 25920.00| 4.00000 10368.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0110 24502 40.000 EA | 30.00000 1200.00| 6.00000 240.00| 6.10000 244.00 NS REMOVE EXIST. REMOVE EXIST. LENS | | | (SNOW PLOWABLE RAISED MARKER) | | | 0120 27430 34.000 CY | 55.00000 1870.00| 20.00000 680.00| 16.00000 544.00 SILTATION CONTROL EXCAVATION | | | 0130 27506 200.000 LF | 5.00000 1000.00| 5.00000 1000.00| 6.00000 1200.00 TEMP. FILTER BARRIER | | | 0140 54034 3230.000 LF | 3.00000 9690.00| 0.70000 2261.00| 3.60000 11628.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0150 54100 918.000 LF | 8.00000 7344.00| 6.00000 5508.00| 5.40000 4957.20 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI PAVE. LINE MARK. 6" CONT. | | | 0160 54216 40.000 EA | 60.00000 2400.00| 23.00000 920.00| 7.40000 296.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0170 68090 1469.000 SY | 15.00000 22035.00| 4.00000 5876.00| 14.00000 20566.00 BRIDGE DECK GROOVING | | | 0180 68317 1469.000 SY | 23.00000 33787.00| 15.00000 22035.00| 12.00000 17628.00 NS MILLING MILLING TYPE A MODIFIED (1 | | | 1/4" DEPTH) | | | 0190 68572 96.000 L.F.| 250.00000 24000.00| 225.00000 21600.00| 175.00000 16800.00 EXPANSION JOINT RECONSTRUCTION | | | 0200 68574 93.000 LF | 60.00000 5580.00| 30.00000 2790.00| 34.00000 3162.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0210 68902 96.000 LF | 130.00000 12480.00| 150.00000 14400.00| 350.00000 33600.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELASTOMERIC JOINT | | | SEALER MOD. 4" | | | 0220 68910 1469.000 SY | 90.00000 132210.00| 155.00000 227695.00| 130.00000 190970.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD.CEM.CONC.V.E.S.(1 | | | 1/4"-1 3/4") | | | 0230 68910 197.000 SY | 450.00000 88650.00| 300.00000 59100.00| 600.00000 118200.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | 0240 68910 10.000 SY | 3000.00000 30000.00| 400.00000 4000.00| 800.00000 8000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE C PATCHING (VRH) | | | SECTION TOTALS | $ 624,064.00| $ 667,491.00| $ 708,005.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 624,064.00| $ 667,491.00| $ 708,005.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -1 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 06/01/10 COMPLETION DATE PROJECT(S) : 0229-023-103,C501 FED # STP-023-7(017) 0229-023-103,C501 FED # STP-023-7(017) 0229-023-103,C501 FED # STP-023-7(017) CONTRACT DESCRIPTION: 0.86 MI. GRADE, DRAIN, STAB, PAVE AND INCIDENTALS NCL TOWN OF CULPEPER 0.86 MI. N. NCL TOWN OF CULPEPER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T131 TAVARES CONCRETE CO., INC. $ 3,379,172.10 100.0000% 2 G976 G. D. C. CONTRACTORS, INC. $ 3,559,614.05 105.3398% 3 H004 HALEY, CHISHOLM & MORRIS, INC. $ 3,681,778.75 108.9551% 4 B319 BRANCH HIGHWAYS, INC. $ 3,780,528.55 111.8774% 5 H021 HENDERSON CONSTRUCTION CO., INC. $ 3,875,560.91 114.6897% 6 G181 GENERAL EXCAVATION, INC. $ 3,884,309.25 114.9485% 7 H019 WILLIAM A. HAZEL, INC. $ 4,153,824.70 122.9243% 8 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 4,191,162.75 124.0293% 9 K003 J. L. KENT & SONS, INC. $ 4,219,411.35 124.8652% 10 P203 PEARSON CONSTRUCTION, INC. $ 4,253,080.34 125.8616% 11 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 4,264,701.85 126.2055% 12 E009 W. C. ENGLISH, INCORPORATED $ 4,308,601.20 127.5046% 13 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 4,447,273.95 131.6084% 14 D172 DLB, INC. $ 4,460,460.98 131.9986% 15 C224 CHEMUNG CONTRACTING CORPORATION $ 4,693,612.65 138.8983% 16 K108 KANAWHA STONE COMPANY, INC. $ 5,117,960.26 151.4560% ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GENERAL ITEMS | | | 0010 00100 LUMP| 55000.00000 55000.00| 101673.78000 101673.78| 139391.55000 139391.55 MOBILIZATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -2 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 00101 LUMP| 20000.00000 20000.00| 48966.00000 48966.00| 35700.00000 35700.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 2.000 LS | 85000.00000 85000.00| 32314.00000 32314.00| 10914.00000 10914.00 CLEARING AND GRUBBING | | | 0040 00120 17978.000 CY | 13.00000 233714.00| 11.00000 197758.00| 7.58000 136273.24 REGULAR EXCAVATION | | | 0050 00140 28548.000 CY | 1.00000 28548.00| 7.50000 214110.00| 5.43000 155015.64 BORROW EXCAVATION | | | 0060 00211 37.000 CY | 20.00000 740.00| 12.50000 462.50| 11.00000 407.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00270 4975.000 TON | 15.00000 74625.00| 13.00000 64675.00| 13.53000 67311.75 SELECT MATL. TY. I MIN. CBR-30 | | | 0080 00355 6523.000 SY | 0.75000 4892.25| 0.75000 4892.25| 1.10000 7175.30 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0090 00506 18.000 TON | 50.00000 900.00| 20.25000 364.50| 17.33000 311.94 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0100 00525 29.000 CY | 600.00000 17400.00| 434.00000 12586.00| 420.14000 12184.06 CONCRETE CLASS A3 MISC. | | | 0110 00540 984.000 LB | 1.50000 1476.00| 0.50000 492.00| 0.62000 610.08 REINF. STEEL | | | 0120 00571 26.000 LF | 120.00000 3120.00| 36.00000 936.00| 5.50000 143.00 ENDWALL PIPE GRATE EW-11 TYPE I | | | 0130 00588 6846.000 LF | 6.00000 41076.00| 4.10000 28068.60| 6.49000 44430.54 UNDERDRAIN UD-4 | | | 0140 00595 124.000 LF | 9.00000 1116.00| 10.25000 1271.00| 7.35000 911.40 OUTLET PIPE | | | 0150 00596 14.000 EA | 230.00000 3220.00| 294.00000 4116.00| 729.85000 10217.90 ENDWALL EW-12 | | | 0160 01150 456.000 LF | 30.00000 13680.00| 15.00000 6840.00| 26.62000 12138.72 15" PIPE | | | 0170 01152 609.000 LF | 36.00000 21924.00| 31.00000 18879.00| 33.49000 20395.41 15" CONC. PIPE | | | 0180 01180 544.000 LF | 34.00000 18496.00| 22.50000 12240.00| 35.48000 19301.12 18" PIPE | | | 0190 01182 2104.000 LF | 44.00000 92576.00| 35.25000 74166.00| 39.94000 84033.76 18" CONC. PIPE | | | 0200 01242 1249.000 LF | 60.00000 74940.00| 46.25000 57766.25| 59.84000 74740.16 24" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -3 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 01362 79.000 LF | 170.00000 13430.00| 112.00000 8848.00| 159.98000 12638.42 36" CONC. PIPE | | | 0220 01482 42.000 LF | 220.00000 9240.00| 118.00000 4956.00| 198.16000 8322.72 48" CONC. PIPE | | | 0230 02192 61.000 LF | 110.00000 6710.00| 58.00000 3538.00| 110.41000 6735.01 30" X 19" ELLIPTICAL CONC. PIPE | | | 0240 06150 1.000 EA | 125.00000 125.00| 491.00000 491.00| 175.63000 175.63 15" END SECTION ES-1 OR 2 | | | 0250 06151 1.000 EA | 425.00000 425.00| 491.00000 491.00| 588.65000 588.65 15" END SECTION ES-1 | | | 0260 06180 2.000 EA | 150.00000 300.00| 566.00000 1132.00| 286.19000 572.38 18" END SECTION ES-1 OR 2 | | | 0270 06181 3.000 EA | 525.00000 1575.00| 595.00000 1785.00| 692.63000 2077.89 18" END SECTION ES-1 | | | 0280 06241 3.000 EA | 650.00000 1950.00| 777.00000 2331.00| 860.57000 2581.71 24" END SECTION ES-1 | | | 0290 06502 1.000 EA | 1700.00000 1700.00| 1725.00000 1725.00| 1994.85000 1994.85 30" X 19" END SECTION ES-1A | | | 0300 06745 2.000 EA | 2200.00000 4400.00| 2511.00000 5022.00| 2074.88000 4149.76 DROP INLET DI-2A | | | 0310 06748 6.000 EA | 2600.00000 15600.00| 2953.00000 17718.00| 2548.10000 15288.60 DROP INLET DI-2B,L=6' | | | 0320 06749 3.000 EA | 2800.00000 8400.00| 3000.00000 9000.00| 2954.08000 8862.24 DROP INLET DI-2B,L=8' | | | 0330 06752 3.000 EA | 3300.00000 9900.00| 3680.00000 11040.00| 3643.80000 10931.40 DROP INLET DI-2B,L=14' | | | 0340 06765 2.000 EA | 2400.00000 4800.00| 2750.00000 5500.00| 2351.04000 4702.08 DROP INLET DI-2C,L=6' | | | 0350 06815 3.000 EA | 1900.00000 5700.00| 2071.00000 6213.00| 1883.26000 5649.78 DROP INLET DI-3A | | | 0360 06819 4.000 EA | 1900.00000 7600.00| 2332.00000 9328.00| 2137.99000 8551.96 DROP INLET DI-3B,L=8' | | | 0370 06822 2.000 EA | 2600.00000 5200.00| 3863.00000 7726.00| 2893.15000 5786.30 DROP INLET DI-3B,L=14' | | | 0380 07506 2.000 EA | 1800.00000 3600.00| 1834.00000 3668.00| 1697.88000 3395.76 DROP INLET DI-5 | | | 0390 07508 1.000 EA | 1800.00000 1800.00| 2042.00000 2042.00| 1723.05000 1723.05 DROP INLET DI-7 | | | 0400 08962 1.000 EA | 1900.00000 1900.00| 2641.00000 2641.00| 20068.18000 20068.18 DROP INLET DI-13 TY.1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -4 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 09055 33.000 LF | 200.00000 6600.00| 250.00000 8250.00| 371.13000 12247.29 MANHOLE MH-2 | | | 0420 09056 48.000 LF | 200.00000 9600.00| 228.00000 10944.00| 1291.30000 61982.40 MANHOLE MH-1 OR 2 | | | 0430 09057 10.000 EA | 300.00000 3000.00| 455.00000 4550.00| 306.25000 3062.50 FRAME & COVER MH-1 | | | 0440 09150 40.000 TON | 50.00000 2000.00| 42.00000 1680.00| 33.16000 1326.40 EROSION CONTROL STONE CLASS I, EC-1 | | | 0450 10011 465.000 TON | 140.00000 65100.00| 33.00000 15345.00| 148.62000 69108.30 HYDRAULIC CEMENT | | | 0460 10026 18324.000 SY | 4.60000 84290.40| 4.50000 82458.00| 4.68000 85756.32 MANIPULATION 6" | | | 0470 10123 644.000 TON | 24.00000 15456.00| 12.50000 8050.00| 20.96000 13498.24 AGGR. BASE MATL. TY. I NO. 21A | | | 0480 10128 11635.000 TON | 18.00000 209430.00| 10.50000 122167.50| 17.10000 198958.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0490 10610 1566.000 TON | 58.40000 91454.40| 57.00000 89262.00| 59.16000 92644.56 ASPHALT CONCRETE TY. IM-19.0A | | | 0500 10630 278.000 SY | 12.00000 3336.00| 12.00000 3336.00| 12.24000 3402.72 FLEXIBLE PAVEMENT PLANING | | | 0510 10635 5667.000 TON | 61.60000 349087.20| 60.00000 340020.00| 62.22000 352600.74 ASPHALT CONCRETE TY. SM-9.5A | | | 0520 10642 14745.000 TON | 53.30000 785908.50| 52.00000 766740.00| 53.86000 794165.70 ASPHALT CONCRETE TY. BM-25.0A | | | 0530 11070 5243.000 LF | 1.50000 7864.50| 2.50000 13107.50| 5.99000 31405.57 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 13.5" | | | 0540 11070 321.000 LF | 1.00000 321.00| 2.00000 642.00| 3.97000 1274.37 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 2" | | | 0550 11070 613.000 LF | 1.00000 613.00| 2.25000 1379.25| 4.20000 2574.60 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 3.5" | | | 0560 11070 1432.000 LF | 1.00000 1432.00| 2.35000 3365.20| 4.53000 6486.96 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 5" | | | 0570 11070 309.000 LF | 1.00000 309.00| 2.45000 757.05| 4.62000 1427.58 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 5.5" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -5 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 11070 353.000 LF | 1.50000 529.50| 2.50000 882.50| 5.24000 1849.72 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 8.5" | | | 0590 12020 870.000 LF | 12.00000 10440.00| 12.50000 10875.00| 15.46000 13450.20 STD. CURB CG-2 | | | 0600 12022 40.000 LF | 12.00000 480.00| 12.50000 500.00| 15.46000 618.40 RADIAL CURB CG-2 | | | 0610 12322 1015.000 LF | 12.00000 12180.00| 12.00000 12180.00| 12.24000 12423.60 ASPHALT CONCRETE CURB TY. MC-3B | | | 0620 12505 45.000 TON | 126.00000 5670.00| 2626.00000 118170.00| 122.40000 5508.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0630 12600 2493.000 LF | 12.00000 29916.00| 12.25000 30539.25| 15.46000 38541.78 STD. COMB. CURB & GUTTER CG-6 | | | 0640 12610 651.000 LF | 12.00000 7812.00| 13.50000 8788.50| 15.46000 10064.46 RADIAL COMB. CURB & GUTTER CG-6 | | | 0650 12700 20.000 LF | 14.00000 280.00| 13.50000 270.00| 15.46000 309.20 STD. COMB. CURB & GUTTER CG-7 | | | 0660 12940 130.000 SY | 42.00000 5460.00| 58.50000 7605.00| 52.26000 6793.80 ENTRANCE GUTTER CG-9D | | | 0670 13108 46.000 SY | 150.00000 6900.00| 180.00000 8280.00| 61.20000 2815.20 CG-12 DETECTABLE WARNING SURFACE | | | 0680 13215 17.000 EA | 60.00000 1020.00| 125.00000 2125.00| 161.00000 2737.00 MAILBOX POST, SINGLE | | | 0690 13232 96.000 SY | 2.00000 192.00| 2.00000 192.00| 4.98000 478.08 GEOTEXTILE DRAINAGE FABRIC | | | 0700 13312 1.000 EA | 2500.00000 2500.00| 1900.00000 1900.00| 2397.00000 2397.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0710 13320 1734.000 LF | 16.75000 29044.50| 16.70000 28957.80| 16.83000 29183.22 GUARDRAIL GR-2 | | | 0720 13331 79.000 LF | 19.00000 1501.00| 17.50000 1382.50| 18.36000 1450.44 RAD. GUARDRAIL GR-2 | | | 0730 13345 2.000 EA | 2600.00000 5200.00| 2280.00000 4560.00| 2550.00000 5100.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0740 14260 695.000 TON | 15.00000 10425.00| 30.00000 20850.00| 20.96000 14567.20 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0750 21020 612.000 SY | 56.00000 34272.00| 72.00000 44064.00| 48.96000 29963.52 MEDIAN STRIP MS-1 | | | 0760 21110 513.000 SY | 56.00000 28728.00| 72.00000 36936.00| 73.16000 37531.08 MEDIAN STRIP MS-1A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -6 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 22501 701.000 LF | 4.00000 2804.00| 5.00000 3505.00| 3.98000 2789.98 FENCE FE-W1 | | | 0780 22581 5.000 EA | 130.00000 650.00| 100.00000 500.00| 132.60000 663.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0790 22643 530.000 LF | 17.00000 9010.00| 12.50000 6625.00| 16.32000 8649.60 FENCE FE-CL | | | 0800 22653 2.000 EA | 75.00000 150.00| 100.00000 200.00| 71.40000 142.80 LINE BRACE UNIT FE-CL | | | 0810 22663 4.000 EA | 95.00000 380.00| 100.00000 400.00| 91.80000 367.20 CORNER BRACE UNIT FE-CL | | | 0820 22677 1.000 EA | 700.00000 700.00| 700.00000 700.00| 663.00000 663.00 GATE FE-CL L=14' | | | 0830 23600 353.000 LF | 7.00000 2471.00| 9.80000 3459.40| 6.63000 2340.39 NS FENCE FENCE 3 BOARD | | | 0840 24100 300.000 HR | 10.00000 3000.00| 45.00000 13500.00| 69.30000 20790.00 ALLAYING DUST | | | 0850 24152 6.000 EA | 300.00000 1800.00| 370.00000 2220.00| 386.50000 2319.00 TYPE III BARRICADE 8' | | | 0860 24160 316.000 SF | 20.00000 6320.00| 24.00000 7584.00| 16.56000 5232.96 CONSTRUCTION SIGNS | | | 0870 24278 33600.000 DAY | 0.75000 25200.00| 0.45000 15120.00| 0.49000 16464.00 GROUP 2 CHANNELIZING DEVICES | | | 0880 24279 4700.000 HR | 1.00000 4700.00| 5.50000 25850.00| 6.20000 29140.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0890 24282 3400.000 HR | 5.00000 17000.00| 18.00000 61200.00| 18.70000 63580.00 FLAGGER SERVICE | | | 0900 24400 9.000 UNIT| 100.00000 900.00| 622.00000 5598.00| 330.00000 2970.00 OBSCURING ROADWAY | | | 0910 24430 7244.000 SY | 4.00000 28976.00| 2.50000 18110.00| 2.20000 15936.80 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0920 24501 1907.000 LF | 2.00000 3814.00| 2.50000 4767.50| 1.53000 2917.71 NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 0930 25506 15.000 MO | 400.00000 6000.00| 850.00000 12750.00| 2360.48000 35407.20 FIELD OFFICE TY.II | | | 0940 26127 147.000 TON | 50.00000 7350.00| 31.00000 4557.00| 30.10000 4424.70 DRY RIPRAP CL.I 26" | | | 0950 27102 1680.000 LB | 10.00000 16800.00| 10.00000 16800.00| 9.38000 15758.40 REGULAR SEED | | | 0960 27103 1050.000 LB | 3.10000 3255.00| 3.00000 3150.00| 5.10000 5355.00 OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -7 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 27215 3.000 TON | 1450.00000 4350.00| 1250.00000 3750.00| 1632.00000 4896.00 FERTILIZER(15-30-15) | | | 0980 27250 19.000 TON | 160.00000 3040.00| 150.00000 2850.00| 229.50000 4360.50 LIME | | | 0990 27284 3446.000 SY | 1.10000 3790.60| 0.40000 1378.40| 0.20000 689.20 EROSION CONTROL MULCH | | | 1000 27321 2124.000 SY | 2.00000 4248.00| 2.10000 4460.40| 2.55000 5416.20 PROTECTIVE COVERING EC-2 | | | 1010 27336 67.000 SY | 1.00000 67.00| 41.00000 2747.00| 2.86000 191.62 TEMP. DIVERSION CHANNEL LINING CL. A | | | 1020 27340 67.000 CY | 1.00000 67.00| 13.00000 871.00| 16.09000 1078.03 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1030 27410 3.000 EA | 100.00000 300.00| 650.00000 1950.00| 373.00000 1119.00 CHECK DAM, ROCK TY. I | | | 1040 27415 37.000 EA | 125.00000 4625.00| 175.00000 6475.00| 117.00000 4329.00 CHECK DAM(ROCK) TY. II | | | 1050 27422 1.000 EA | 1200.00000 1200.00| 2100.00000 2100.00| 263.00000 263.00 DEWATERING BASIN | | | 1060 27430 1933.000 CY | 3.00000 5799.00| 8.00000 15464.00| 14.09000 27235.97 SILTATION CONTROL EXCAVATION | | | 1070 27450 3.000 EA | 125.00000 375.00| 225.00000 675.00| 161.00000 483.00 DROP INLET SILT TRAP, TYPE A | | | 1080 27460 26.000 EA | 125.00000 3250.00| 150.00000 3900.00| 83.20000 2163.20 DROP INLET SILT TRAP, TYPE B | | | 1090 27505 800.000 LF | 4.00000 3200.00| 2.00000 1600.00| 1.16000 928.00 TEMP. SILT FENCE | | | 1100 27506 8176.000 LF | 1.50000 12264.00| 2.00000 16352.00| 1.16000 9484.16 TEMP. FILTER BARRIER | | | 1110 27545 1429.000 CY | 10.00000 14290.00| 2.25000 3215.25| 3.92000 5601.68 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1120 27550 11.000 LF | 555.00000 6105.00| 1300.00000 14300.00| 1115.83000 12274.13 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1130 27600 1.000 EA | 1500.00000 1500.00| 1800.00000 1800.00| 1875.88000 1875.88 CLOSING WELL | | | 1140 40908 142.000 LF | 140.00000 19880.00| 55.00000 7810.00| 60.59000 8603.78 8" OFFSET EXIST. PIPE | | | 1150 42000 117.000 LF | 24.00000 2808.00| 121.00000 14157.00| 16.06000 1879.02 NS SEWER PIPE SEWER PIPE 1 1/2" SAN. | | | SEWER FORCE MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -8 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 50108 485.000 SF | 19.80000 9603.00| 22.00000 10670.00| 24.10000 11688.50 SIGN PANEL | | | 1170 50867 26.000 EA | 200.00000 5200.00| 70.00000 1820.00| 55.00000 1430.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1180 50900 783.000 LF | 33.00000 25839.00| 33.00000 25839.00| 33.46000 26199.18 NS TRAFFIC SIGN TRAFFIC SIGN SQ. TUBE | | | SIGN POST 2 1/2" X 2 1/2" | | | 1190 50900 488.000 LF | 35.00000 17080.00| 34.00000 16592.00| 34.68000 16923.84 NS TRAFFIC SIGN TRAFFIC SIGN SQ. TUBE | | | SIGN POST INNER POST | | | 1200 50902 4.000 EA | 360.00000 1440.00| 350.00000 1400.00| 357.00000 1428.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EX. SIGN. STR. TY.MA-A | | | 1210 51168 2.000 EA | 1000.00000 2000.00| 900.00000 1800.00| 918.00000 1836.00 ELECTRICAL SERVICE SE-3 | | | 1220 51212 2.000 EA | 650.00000 1300.00| 400.00000 800.00| 408.00000 816.00 PEDESTAL POLE PF-2 12' | | | 1230 51240 2.000 EA | 412.00000 824.00| 400.00000 800.00| 408.00000 816.00 CONCRETE FOUNDATION PF-2 | | | 1240 51245 2.000 EA | 1000.00000 2000.00| 800.00000 1600.00| 816.00000 1632.00 CONCRETE FOUND. CF-1 | | | 1250 51250 56.000 CY | 700.00000 39200.00| 965.00000 54040.00| 984.30000 55120.80 CONCRETE FOUND. PF-5 | | | 1260 51425 7.000 EA | 7100.00000 49700.00| 7795.00000 54565.00| 7950.90000 55656.30 NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE TYPE I | | | 1270 51426 2.000 EA | 3900.00000 7800.00| 3250.00000 6500.00| 3315.00000 6630.00 NS MAST ARM MAST ARM 50' | | | 1280 51426 2.000 EA | 5100.00000 10200.00| 4505.00000 9010.00| 4595.10000 9190.20 NS MAST ARM MAST ARM 60' | | | 1290 51426 2.000 EA | 6000.00000 12000.00| 5508.00000 11016.00| 5618.16000 11236.32 NS MAST ARM MAST ARM 70' | | | 1300 51426 1.000 EA | 6600.00000 6600.00| 6744.00000 6744.00| 6879.39000 6879.39 NS MAST ARM MAST ARM 75' | | | 1310 51602 4126.000 LF | 1.15000 4744.90| 1.00000 4126.00| 1.02000 4208.52 14/4 CONDUCTOR CABLE | | | 1320 51614 2005.000 LF | 1.20000 2406.00| 1.20000 2406.00| 1.22000 2446.10 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | POWER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -9 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 51614 2005.000 LF | 1.40000 2807.00| 1.55000 3107.75| 1.58000 3167.90 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL | | | 1340 51800 2.000 EA | 70.00000 140.00| 150.00000 300.00| 153.00000 306.00 PEDESTRIAN PUSHBUTTON | | | 1350 51830 20.000 EA | 200.00000 4000.00| 10.00000 200.00| 193.80000 3876.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1360 51838 2.000 EA | 165.00000 330.00| 200.00000 400.00| 204.00000 408.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1370 51840 19.000 EA | 185.00000 3515.00| 200.00000 3800.00| 204.00000 3876.00 NS HANGER ASSEMBLY HANGER ASSEMBLY | | | SMD-2, SINGLE | | | 1380 51955 LUMP| 10800.00000 10800.00| 1750.00000 1750.00| 1785.00000 1785.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 1390 52000 LUMP| 3700.00000 3700.00| 6500.00000 6500.00| 4590.00000 4590.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVAL OF SIGNAL | | | EQUIPMENT | | | 1400 52001 100.000 LF | 8.25000 825.00| 2.50000 250.00| 2.55000 255.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 1410 52001 30.000 LF | 26.00000 780.00| 50.00000 1500.00| 51.00000 1530.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 1420 52002 2.000 EA | 13000.00000 26000.00| 11365.00000 22730.00| 11622.90000 23245.80 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER TYPE I | | | 1430 52002 2.000 EA | 3800.00000 7600.00| 4500.00000 9000.00| 4488.00000 8976.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANCEIVER | | | 1440 52002 60.000 EA | 200.00000 12000.00| 140.00000 8400.00| 142.80000 8568.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL HEAD | | | SECT. 12" LED | | | 1450 52002 2.000 EA | 2400.00000 4800.00| 3710.00000 7420.00| 3784.20000 7568.40 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTABLE PWR | | | SUPPLY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -10 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1460 52002 8.000 EA | 315.00000 2520.00| 315.00000 2520.00| 321.30000 2570.40 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTABLE PWR | | | SUPPLY BATTERY (S) | | | 1470 52002 2.000 EA | 2750.00000 5500.00| 2275.00000 4550.00| 2320.50000 4641.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTABLE PWR | | | SUPPLY CAB. TY. B | | | 1480 52002 7.000 EA | 5800.00000 40600.00| 4800.00000 33600.00| 6936.00000 48552.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | EQUIPMENT TY. 1 | | | 1490 52404 2.000 EA | 575.00000 1150.00| 850.00000 1700.00| 867.26000 1734.52 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1500 54020 33845.000 LF | 0.33000 11168.85| 0.32000 10830.40| 0.33000 11168.85 TYPE A PAVEMENT LINE MARKING 4" | | | 1510 54034 250.000 LF | 0.76000 190.00| 0.74000 185.00| 0.75000 187.50 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1520 54042 1465.000 LF | 3.90000 5713.50| 3.77000 5523.05| 3.86000 5654.90 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1530 54105 20473.000 LF | 0.40000 8189.20| 0.40000 8189.20| 0.40000 8189.20 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1540 54210 230.000 EA | 10.30000 2369.00| 39.92000 9181.60| 7.70000 1771.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 1550 54217 367.000 EA | 21.40000 7853.80| 20.76000 7618.92| 21.22000 7787.74 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1560 54300 44.000 EA | 70.00000 3080.00| 68.00000 2992.00| 69.36000 3051.84 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1570 54400 14.000 EA | 225.00000 3150.00| 220.00000 3080.00| 224.40000 3141.60 PAVEMENT MESSAGE MARK. "ONLY" | | | 1580 54550 33475.000 LF | 0.30000 10042.50| 0.28000 9373.00| 0.29000 9707.75 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 1590 55060 165.000 LF | 1.05000 173.25| 1.25000 206.25| 1.28000 211.20 6 CONDUCTOR CABLE | | | 1600 56004 2.000 EA | 725.00000 1450.00| 325.00000 650.00| 331.50000 663.00 JUNCTION BOX JB-2A 2B OR 2C | | | 1610 56006 6.000 EA | 800.00000 4800.00| 430.00000 2580.00| 438.60000 2631.60 JUNCTION BOX JB-3A, 3B OR 3C | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B63 -11 TABULATION OF BIDS CALL ORDER : B63 CONTRACT ID : C00018899C01 COUNTIES : CULPEPER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) G976 |( 3 ) H004 |TAVARES CONCRETE CO., INC. |G. D. C. CONTRACTORS, INC. |HALEY, CHISHOLM & MORRIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1620 56010 2.000 EA | 815.00000 1630.00| 850.00000 1700.00| 841.50000 1683.00 JUNCTION BOX JB-5A 5B OR 5C | | | 1630 56014 8.000 EA | 35.00000 280.00| 185.00000 1480.00| 188.70000 1509.60 ELECT. SER. GRD. ELECTRODE(10') | | | 1640 56021 50.000 LF | 3.10000 155.00| 2.00000 100.00| 2.04000 102.00 1" PVC CONDUIT | | | 1650 56026 60.000 LF | 10.30000 618.00| 10.00000 600.00| 10.20000 612.00 1 1/4" METAL CONDUIT | | | 1660 56030 1375.000 LF | 3.60000 4950.00| 2.00000 2750.00| 2.04000 2805.00 2" CONDUIT | | | 1670 56034 115.000 LF | 4.15000 477.25| 4.00000 460.00| 4.08000 469.20 3" CONDUIT | | | 1680 56042 865.000 LF | 22.00000 19030.00| 30.00000 25950.00| 30.60000 26469.00 NS CONDUIT CONDUIT 2" CONDUIT BORED | | | 1690 56200 555.000 LF | 4.20000 2331.00| 15.00000 8325.00| 15.30000 8491.50 TRENCH EXCAVATION ECI-1 | | | 1700 56205 7.000 EA | 1100.00000 7700.00| 1500.00000 10500.00| 1530.00000 10710.00 TEST BORE | | | 1710 69007 7.000 CY | 175.00000 1225.00| 150.00000 1050.00| 156.20000 1093.40 FLOWABLE BACKFILL | | | 1720 70000 LUMP| 1.00000 1.00| 5000.00000 5000.00| 550.00000 550.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 002, D-702 | | | 1730 70000 LUMP| 1.00000 1.00| 5000.00000 5000.00| 220.00000 220.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 004, D-703 | | | 1740 70000 LUMP| 1.00000 1.00| 7500.00000 7500.00| 220.00000 220.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 023, D-700 | | | SECTION TOTALS | $ 3,379,172.10| $ 3,559,614.05| $ 3,681,778.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,379,172.10| $ 3,559,614.05| $ 3,681,778.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B77 -1 TABULATION OF BIDS CALL ORDER : B77 CONTRACT ID : C00089976B23 COUNTIES : MONTGOMERY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/26/09 COMPLETION DATE PROJECT(S) : (NFO)0011-060-723, B623 FED # STP-PM02(226) CONTRACT DESCRIPTION: BRIDGE DECK OVERLAY OVER PLUM CREEK FROM: 0.41 MI. RTE. 783 TO: 0.51 MI. RTE. 783 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 259,196.96 100.0000% 2 C174 CLECO CORPORATION $ 369,270.62 142.4672% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 23406.00000 23406.00| 30000.00000 30000.00| MOBILIZATION | | | 0020 10630 1708.000 SY | 10.00000 17080.00| 17.00000 29036.00| FLEXIBLE PAVEMENT PLANING | | | 0030 10635 145.000 TON | 239.00000 34655.00| 250.00000 36250.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0040 13310 25.000 LF | 150.00000 3750.00| 110.00000 2750.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13320 950.000 LF | 21.00000 19950.00| 22.00000 20900.00| GUARDRAIL GR-2 | | | 0060 13331 13.000 LF | 23.00000 299.00| 24.20000 314.60| RAD. GUARDRAIL GR-2 | | | 0070 13345 1.000 EA | 2766.00000 2766.00| 2860.00000 2860.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13392 4.000 EA | 2300.00000 9200.00| 2420.00000 9680.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0090 13623 2.000 EA | 750.00000 1500.00| 5000.00000 10000.00| IMPACT ATTENUATOR SERVICE TYPE II-12 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B77 -2 TABULATION OF BIDS CALL ORDER : B77 CONTRACT ID : C00089976B23 COUNTIES : MONTGOMERY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24160 515.000 SF | 12.00000 6180.00| 52.40000 26986.00| CONSTRUCTION SIGNS | | | 0110 24278 3000.000 DAY | 1.00000 3000.00| 0.50000 1500.00| GROUP 2 CHANNELIZING DEVICES | | | 0120 24282 100.000 HR | 16.00000 1600.00| 20.00000 2000.00| FLAGGER SERVICE | | | 0130 24288 750.000 DAY | 2.40000 1800.00| 3.75000 2812.50| WARNING LIGHT TY. B | | | 0140 24292 4.000 EA | 1.00000 4.00| 1625.00000 6500.00| TRAFFIC BARR. SERVICE, CONC. LATERAL | | | SUPPORT | | | 0150 24296 500.000 LF | 9.00000 4500.00| 20.00000 10000.00| TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | 0160 24297 350.000 LF | 8.00000 2800.00| 20.00000 7000.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0170 24601 775.000 LF | 2.00000 1550.00| 3.30000 2557.50| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0180 51955 LUMP| 29940.00000 29940.00| 30000.00000 30000.00| TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0190 54020 750.000 LF | 1.31000 982.50| 0.90000 675.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0200 54240 35.000 EA | 7.63000 267.05| 10.12000 354.20| TEMP. PAVE. MARKER 1 WAY | | | 0210 54466 1200.000 LF | 2.45000 2940.00| 1.82000 2184.00| CONSTR. PAVE. MARKING (TY. E) 6" | | | 0220 54510 800.000 LF | 1.47000 1176.00| 1.23000 984.00| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0230 54514 500.000 LF | 2.94000 1470.00| 2.46000 1230.00| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0240 54522 50.000 LF | 8.83000 441.50| 7.04000 352.00| CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0250 68090 709.000 SY | 3.99000 2828.91| 10.46320 7418.41| BRIDGE DECK GROOVING | | | 0260 68258 107.000 SY | 10.00000 1070.00| 19.59780 2096.96| REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0270 68314 719.000 SY | 12.00000 8628.00| 16.94360 12182.45| TYPE A MILLING (1" DEPTH) | | | 0280 68320 20.000 SY | 250.00000 5000.00| 250.00000 5000.00| TYPE B PATCHING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B77 -3 TABULATION OF BIDS CALL ORDER : B77 CONTRACT ID : C00089976B23 COUNTIES : MONTGOMERY LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 68330 5.000 SY | 50.00000 250.00| 500.00000 2500.00| TYPE C PATCHING | | | 0300 68557 100.000 LF | 45.00000 4500.00| 44.00000 4400.00| PREFORMED ELASTOMERIC JOINT SEALER 2 | | | 1/2" | | | 0310 68570 100.000 LF | 28.00000 2800.00| 100.00000 10000.00| EXPANSION JOINT REMOVAL | | | 0320 68610 719.000 SY | 77.00000 55363.00| 113.00000 81247.00| LATEX HYDRAULIC CEM CONC 1 1/4"-1 3/4" | | | 0330 68908 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE SURFACE COLORCOAT. | | | STR#1009 | | | SECTION TOTALS | $ 259,196.96| $ 369,270.62| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,196.96| $ 369,270.62| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B81 -1 TABULATION OF BIDS CALL ORDER : B81 CONTRACT ID : C00088949N01 COUNTIES : FAUQUIER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 06/12/09 COMPLETION DATE PROJECT(S) : (NFO)BR07-030-420, N501 FED # BH-BR07(223) CONTRACT DESCRIPTION: RTE. 66 EBL OVER RTE. 731 FAUQUIER COUNTY 4.5 MILES WEST OF RTE. 55 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 463,319.75 100.0000% 2 T503 TESSA STRUCTURES, LLC $ 493,814.50 106.5818% 3 W613 WUNNA CONTRACTING CORPORATION $ 575,596.00 124.2330% 4 L002 THE LANE CONSTRUCTION CORPORATION $ 587,665.00 126.8379% 5 C174 CLECO CORPORATION $ 690,779.02 149.0934% ==================================================================================================================================== |( 1 ) L005 |( 2 ) T503 |( 3 ) W613 |LANFORD BROTHERS COMPANY, I |TESSA STRUCTURES, LLC |WUNNA CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GENERAL ITEMS | | | 0010 00100 LUMP| 39700.00000 39700.00| 40000.00000 40000.00| 61000.00000 61000.00 MOBILIZATION | | | 0020 00120 270.000 CY | 48.00000 12960.00| 26.00000 7020.00| 45.00000 12150.00 REGULAR EXCAVATION | | | 0030 10128 66.000 TON | 80.00000 5280.00| 45.00000 2970.00| 50.00000 3300.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 150.000 TON | 171.00000 25650.00| 250.00000 37500.00| 170.00000 25500.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 433.000 TON | 122.00000 52826.00| 150.00000 64950.00| 125.00000 54125.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 10700 2300.000 LF | 3.60000 8280.00| 1.75000 4025.00| 7.00000 16100.00 RUMBLE STRIP, ASPHALT | | | 0070 10701 426.000 SY | 5.50000 2343.00| 1.00000 426.00| 7.00000 2982.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0080 11070 3450.000 LF | 4.00000 13800.00| 3.50000 12075.00| 5.00000 17250.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 3" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B81 -2 TABULATION OF BIDS CALL ORDER : B81 CONTRACT ID : C00088949N01 COUNTIES : FAUQUIER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) T503 |( 3 ) W613 |LANFORD BROTHERS COMPANY, I |TESSA STRUCTURES, LLC |WUNNA CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13315 1.000 EA | 660.00000 660.00| 750.00000 750.00| 800.00000 800.00 GUARDRAIL TERMINAL GR-11 | | | 0100 13320 870.000 LF | 20.00000 17400.00| 16.00000 13920.00| 25.00000 21750.00 GUARDRAIL GR-2 | | | 0110 13345 1.000 EA | 2640.00000 2640.00| 2400.00000 2400.00| 2800.00000 2800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13349 1.000 EA | 660.00000 660.00| 800.00000 800.00| 650.00000 650.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0130 13385 1.000 EA | 2310.00000 2310.00| 1100.00000 1100.00| 1800.00000 1800.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0140 13386 1.000 EA | 1559.00000 1559.00| 475.00000 475.00| 1200.00000 1200.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0150 13400 1070.000 LF | 8.00000 8560.00| 10.00000 10700.00| 5.00000 5350.00 NS GUARDRAIL GUARDRAIL GAURDRAIL | | | SHOULDER RESTORATION | | | 0160 24265 LUMP| 82600.00000 82600.00| 59000.00000 59000.00| 75000.00000 75000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2048 | | | 0170 24279 2500.000 HR | 8.00000 20000.00| 4.00000 10000.00| 8.00000 20000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0180 24601 590.000 LF | 3.30000 1947.00| 3.00000 1770.00| 6.00000 3540.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0190 27430 34.000 CY | 24.00000 816.00| 10.50000 357.00| 65.00000 2210.00 SILTATION CONTROL EXCAVATION | | | 0200 27506 200.000 LF | 6.00000 1200.00| 2.50000 500.00| 5.00000 1000.00 TEMP. FILTER BARRIER | | | 0210 54034 2875.000 LF | 3.52000 10120.00| 0.80000 2300.00| 3.00000 8625.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0220 54037 1000.000 LF | 4.70000 4700.00| 1.30000 1300.00| 4.00000 4000.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0230 54100 275.000 LF | 5.37000 1476.75| 7.50000 2062.50| 8.00000 2200.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI PAVE.LINE MARK. 6" CONTRAST | | | 0240 68090 702.000 SY | 12.00000 8424.00| 4.50000 3159.00| 15.00000 10530.00 BRIDGE DECK GROOVING | | | 0250 68317 702.000 SY | 12.00000 8424.00| 20.00000 14040.00| 27.00000 18954.00 NS MILLING MILLING MILLING TYPE A, 1 | | | 1/2"(MOD.) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B81 -3 TABULATION OF BIDS CALL ORDER : B81 CONTRACT ID : C00088949N01 COUNTIES : FAUQUIER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) T503 |( 3 ) W613 |LANFORD BROTHERS COMPANY, I |TESSA STRUCTURES, LLC |WUNNA CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 68320 110.000 SY | 300.00000 33000.00| 250.00000 27500.00| 550.00000 60500.00 TYPE B PATCHING | | | 0270 68330 8.000 SY | 660.00000 5280.00| 690.00000 5520.00| 2000.00000 16000.00 TYPE C PATCHING | | | 0280 68572 163.000 L.F.| 160.00000 26080.00| 195.00000 31785.00| 250.00000 40750.00 EXPANSION JOINT RECONSTRUCTION | | | 0290 68574 50.000 LF | 34.00000 1700.00| 75.00000 3750.00| 60.00000 3000.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0300 68902 176.000 LF | 190.00000 33440.00| 70.00000 12320.00| 90.00000 15840.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELASTOM. JT. SEALER | | | MOD. 2" | | | 0310 68910 702.000 SY | 42.00000 29484.00| 170.00000 119340.00| 95.00000 66690.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD.CEM.CONC.(VES)(1 | | | 1/4"-1 3/4") | | | SECTION TOTALS | $ 463,319.75| $ 493,814.50| $ 575,596.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 463,319.75| $ 493,814.50| $ 575,596.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B87 -1 TABULATION OF BIDS CALL ORDER : B87 CONTRACT ID : C00087755M00 COUNTIES : FAUQUIER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 08/31/09 COMPLETION DATE PROJECT(S) : PM07-030-390,N501 FED # IM-PM07(219) CONTRACT DESCRIPTION: ROUTE 66 OVERLAY, MARKINGS AND GUARDRAIL UPGRADES ROUTE 698 PRINCE WILLIAM COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B042 JULIUS BRANSCOME, INC. $ 2,434,174.67 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 2,492,797.64 102.4083% 3 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,145,474.10 129.2214% 4 C224 CHEMUNG CONTRACTING CORPORATION $ 3,167,671.30 130.1333% ==================================================================================================================================== |( 1 ) B042 |( 2 ) S066 |( 3 ) V160 |JULIUS BRANSCOME, INC. |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00595 1345.000 LF | 10.05000 13517.25| 13.00000 17485.00| 25.00000 33625.00 OUTLET PIPE | | | 0020 00596 57.000 EA | 37.00000 2109.00| 325.00000 18525.00| 400.00000 22800.00 ENDWALL EW-12 | | | 0030 00597 24605.000 LF | 13.00000 319865.00| 11.00000 270655.00| 16.00000 393680.00 UNDERDRAIN UD-7 | | | 0040 10635 3815.000 TON | 63.00000 240345.00| 70.00000 267050.00| 75.00000 286125.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 8783.000 TON | 59.80000 525223.40| 58.00000 509414.00| 65.00000 570895.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 10700 49211.000 LF | 0.30000 14763.30| 0.78000 38384.58| 0.50000 24605.50 RUMBLE STRIP, ASPHALT | | | 0070 10701 8202.000 SY | 1.47000 12056.94| 0.70000 5741.40| 2.00000 16404.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0080 13310 50.000 LF | 61.80000 3090.00| 80.00000 4000.00| 70.00000 3500.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0090 13315 8.000 EA | 721.00000 5768.00| 800.00000 6400.00| 700.00000 5600.00 GUARDRAIL TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B87 -2 TABULATION OF BIDS CALL ORDER : B87 CONTRACT ID : C00087755M00 COUNTIES : FAUQUIER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) B042 |( 2 ) S066 |( 3 ) V160 |JULIUS BRANSCOME, INC. |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13320 12450.000 LF | 15.97000 198826.50| 16.00000 199200.00| 16.00000 199200.00 GUARDRAIL GR-2 | | | 0110 13345 4.000 EA | 2369.00000 9476.00| 2400.00000 9600.00| 2500.00000 10000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13349 3.000 EA | 800.00000 2400.00| 1000.00000 3000.00| 900.00000 2700.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0130 13392 3.000 EA | 1854.00000 5562.00| 2000.00000 6000.00| 2000.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13393 2.000 EA | 721.00000 1442.00| 600.00000 1200.00| 700.00000 1400.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0150 13400 11812.000 LF | 1.80000 21261.60| 2.00000 23624.00| 4.00000 47248.00 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0160 13401 3.000 EA | 772.50000 2317.50| 600.00000 1800.00| 800.00000 2400.00 NS GUARDRAIL GUARDRAIL FOA 2 TYPE - II | | | WEATHERING STEEL | | | 0170 13401 2.000 EA | 2060.00000 4120.00| 2100.00000 4200.00| 2500.00000 5000.00 NS GUARDRAIL GUARDRAIL FOA-2 TYPE - I | | | WEATHERING STEEL | | | 0180 13401 1.000 EA | 978.50000 978.50| 850.00000 850.00| 1200.00000 1200.00 NS GUARDRAIL GUARDRAIL GR-11 WEATHERING | | | STEEL | | | 0190 13401 4525.000 EA | 15.97000 72264.25| 17.00000 76925.00| 16.00000 72400.00 NS GUARDRAIL GUARDRAIL GR-2 WEATHERING | | | STEEL | | | 0200 13401 4.000 EA | 250.00000 1000.00| 500.00000 2000.00| 950.00000 3800.00 NS GUARDRAIL GUARDRAIL TERMINAL SITE | | | PREPARATION GR-6 | | | 0210 16242 2159.000 TON | 20.00000 43180.00| 35.00000 75565.00| 40.00000 86360.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0220 16365 2089.000 TON | 61.00000 127429.00| 67.00000 139963.00| 68.00000 142052.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0230 16388 540954.000 SY | 0.22000 119009.88| 0.28000 151467.12| 0.75000 405715.50 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0240 16400 6117.000 TON | 81.20000 496700.40| 77.50000 474067.50| 93.00000 568881.00 STONE MATRIX ASPHALT SMA-9.5(70-22) | | | 0250 24601 14865.000 LF | 1.55000 23040.75| 1.50000 22297.50| 2.00000 29730.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : B87 -3 TABULATION OF BIDS CALL ORDER : B87 CONTRACT ID : C00087755M00 COUNTIES : FAUQUIER LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) B042 |( 2 ) S066 |( 3 ) V160 |JULIUS BRANSCOME, INC. |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. OF TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 54076 53094.000 LF | 3.00000 159282.00| 2.91000 154503.54| 3.65000 193793.10 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0270 54217 296.000 EA | 30.90000 9146.40| 30.00000 8880.00| 35.00000 10360.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 2,434,174.67| $ 2,492,797.64| $ 3,145,474.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,434,174.67| $ 2,492,797.64| $ 3,145,474.10 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q08 -1 TABULATION OF BIDS CALL ORDER : Q08 CONTRACT ID : C00091403N501 COUNTIES : HENRICO DINWIDDIE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/31/09 COMPLETION DATE PROJECT(S) : PVMT-954-034, P101, N501 FED # NONE PVMT-964-034, P101, N501 FED # NONE CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIR AND PATCHING ON I-85 & I-295 FROM: I-85 MM 41.12;I-295 MM 7.21 TO: I-85 MM 61.02; I-295 MM 30.187 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D048 DENTON CONCRETE SERVICES COMPANY $ 810,779.00 100.0000% 2 D011 DOREY ELECTRIC COMPANY $ 1,085,590.25 133.8947% 3 C333 CURTIS CONTRACTING, INC. $ 1,220,090.30 150.4837% 4 C1201 COMMERCIAL CONCRETE SOLUTIONS I, LLC $ 1,355,102.60 167.1359% 5 C097 CORMAN CONSTRUCTION, INC. $ 1,358,546.00 167.5606% 6 K289 KELCRIS CORPORATION $ 1,464,930.60 180.6819% ==================================================================================================================================== |( 1 ) D048 |( 2 ) D011 |( 3 ) C333 |DENTON CONCRETE SERVICES CO |DOREY ELECTRIC COMPANY |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 00100 LUMP| 1000.00000 1000.00| 98000.00000 98000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 15290 5683.000 SY | 141.00000 801303.00| 151.75000 862395.25| 194.00000 1102502.00 PATCHING CEM. CONC. PAVE. TY. CRCP-A | | | 0030 24272 1920.000 HR | 0.10000 192.00| 11.00000 21120.00| 15.00000 28800.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 19380.000 DAY | 0.10000 1938.00| 2.25000 43605.00| 0.60000 11628.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 1912.000 HR | 0.10000 191.20| 18.00000 34416.00| 4.00000 7648.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 3048.000 HR | 0.10000 304.80| 7.00000 21336.00| 3.00000 9144.00 ELECTRONIC ARROW | | | 0070 54020 2972.000 LF | 1.00000 2972.00| 1.25000 3715.00| 1.65000 4903.80 TYPE A PAVEMENT LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q08 -2 TABULATION OF BIDS CALL ORDER : Q08 CONTRACT ID : C00091403N501 COUNTIES : HENRICO DINWIDDIE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) D048 |( 2 ) D011 |( 3 ) C333 |DENTON CONCRETE SERVICES CO |DOREY ELECTRIC COMPANY |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54075 346.000 LF | 3.00000 1038.00| 2.50000 865.00| 5.45000 1885.70 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0090 54218 46.000 EA | 40.00000 1840.00| 3.00000 138.00| 77.80000 3578.80 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | SECTION TOTALS | $ 810,779.00| $ 1,085,590.25| $ 1,220,090.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 810,779.00| $ 1,085,590.25| $ 1,220,090.30 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q13 -1 TABULATION OF BIDS CALL ORDER : Q13 CONTRACT ID : C00089407N01 COUNTIES : PRINCE GEORGE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : PVMT-074-718 FED # NONE CONTRACT DESCRIPTION: PAVEMENT OVERLAY RTE 460 @ RTE 156 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C333 CURTIS CONTRACTING, INC. $ 623,754.70 100.0000% 2 B850 BRANSCOME, INC. $ 668,598.60 107.1893% 3 S021 B. P. SHORT & SON PAVING CO., INC. $ 717,681.00 115.0582% ==================================================================================================================================== |( 1 ) C333 |( 2 ) B850 |( 3 ) S021 |CURTIS CONTRACTING, INC. |BRANSCOME, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 30000.00000 30000.00| 54500.00000 54500.00| 100129.50000 100129.50 MOBILIZATION | | | 0020 10598 315.000 TON | 370.00000 116550.00| 390.00000 122850.00| 360.65000 113604.75 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0D (SURFACE PREP.& REST. TY. III) | | | 0030 16242 200.000 TON | 46.03000 9206.00| 40.00000 8000.00| 37.50000 7500.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0040 16325 1626.000 TON | 80.76000 131315.76| 88.00000 143088.00| 79.00000 128454.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | ASPHALT CONCRETE IM-19.0D (M) | | | 0050 16373 20.000 TON | 167.23000 3344.60| 375.00000 7500.00| 410.00000 8200.00 ASPH. CONC. TY. IM-19.0A (T) | | | 0060 16386 98736.000 SY | 0.44000 43443.84| 0.35000 34557.60| 0.01000 987.36 FLEXIBLE PAVEMENT PLANING | | | 0070 16403 1089.000 TON | 108.84000 118526.76| 125.00000 136125.00| 120.00000 130680.00 STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0080 24152 4.000 EA | 249.90000 999.60| 500.00000 2000.00| 215.00000 860.00 TYPE III BARRICADE 8' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q13 -2 TABULATION OF BIDS CALL ORDER : Q13 CONTRACT ID : C00089407N01 COUNTIES : PRINCE GEORGE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C333 |( 2 ) B850 |( 3 ) S021 |CURTIS CONTRACTING, INC. |BRANSCOME, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24160 875.000 SF | 24.19000 21166.25| 22.00000 19250.00| 21.05000 18418.75 CONSTRUCTION SIGNS | | | 0100 24272 1440.000 HR | 16.72000 24076.80| 10.00000 14400.00| 5.50000 7920.00 TRUCK MOUNTED ATTENUATOR | | | 0110 24278 6000.000 DAY | 0.29000 1740.00| 0.65000 3900.00| 0.71000 4260.00 GROUP 2 CHANNELIZING DEVICES | | | 0120 24279 1500.000 HR | 6.00000 9000.00| 3.00000 4500.00| 10.55000 15825.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24281 3500.000 HR | 4.00000 14000.00| 3.00000 10500.00| 1.00000 3500.00 ELECTRONIC ARROW | | | 0140 52000 LUMP| 30000.00000 30000.00| 43500.00000 43500.00| 102111.00000 102111.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ST'D TS-1 | | | 0150 54032 15500.000 LF | 0.61000 9455.00| 0.36000 5580.00| 0.47000 7285.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0160 54042 100.000 LF | 4.40000 440.00| 3.25000 325.00| 10.50000 1050.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0170 54105 500.000 LF | 1.61000 805.00| 0.85000 425.00| 2.10000 1050.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0180 54217 272.000 EA | 21.52000 5853.44| 34.00000 9248.00| 34.12000 9280.64 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0190 54240 700.000 EA | 8.90000 6230.00| 3.70000 2590.00| 5.25000 3675.00 TEMP. PAVE. MARKER 1 WAY | | | 0200 54242 80.000 EA | 7.80000 624.00| 3.90000 312.00| 5.25000 420.00 TEMP. PAVE. MARKER 2 WAY | | | 0210 54300 10.000 EA | 70.24000 702.40| 125.00000 1250.00| 105.00000 1050.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0220 54424 11.000 EA | 79.15000 870.65| 100.00000 1100.00| 105.00000 1155.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 0230 54466 3400.000 LF | 1.61000 5474.00| 2.00000 6800.00| 1.84000 6256.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0240 54512 31700.000 LF | 1.11000 35187.00| 0.98000 31066.00| 1.15000 36455.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0250 54516 2400.000 LF | 1.73000 4152.00| 1.87000 4488.00| 2.36000 5664.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0260 54524 120.000 LF | 4.93000 591.60| 6.20000 744.00| 15.75000 1890.00 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | SECTION TOTALS | $ 623,754.70| $ 668,598.60| $ 717,681.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 623,754.70| $ 668,598.60| $ 717,681.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q21 -1 TABULATION OF BIDS CALL ORDER : Q21 CONTRACT ID : C00090490N01 COUNTIES : BEDFORD LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 07/31/09 COMPLETION DATE PROJECT(S) : 0637-009-724, N501 FED # NONE CONTRACT DESCRIPTION: REPLACE FAILING 72" WITH 8' X 8' BOX CULVERT FROM: 0.55 MI. N. RTE. 638 TO: 0.38 MI. S. RTE. 613 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C152 CARNELL CONSTRUCTION CORPORATION $ 162,415.10 100.0000% 2 B728 D. A. BROWN, INC. $ 179,951.35 110.7972% 3 R691 RAMIREZ CONTRACTING, L.L.C. $ 197,306.00 121.4825% 4 C024 A. R. COFFEY AND SONS, INC. $ 202,990.43 124.9825% 5 H002 H. & S. CONSTRUCTION COMPANY $ 209,800.89 129.1757% 6 W206 C. H. WHITE CONSTRUCTION CO., INC. $ 221,799.45 136.5633% 7 C411 C. CRAIG CONSTRUCTION COMPANY, INC. $ 223,258.98 137.4620% 8 P020 F. CLAYTON PLECKER & SONS, INC. $ 223,769.85 137.7765% 9 P091 E. C. PACE COMPANY, INC. $ 241,642.00 148.7805% 10 W048 W-L CONSTRUCTION & PAVING, INC. $ 247,265.27 152.2428% 11 H018 HAYMES BROTHERS, INC. $ 249,948.60 153.8949% 12 W210 BURLEIGH CONSTRUCTION CO., INC. $ 279,641.50 172.1770% 13 D172 DLB, INC. $ 288,481.25 177.6197% 14 H101 R. W. HARRIS EXCAVATING, INC. $ 334,752.40 206.1092% 15 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 339,408.39 208.9759% 16 B319 BRANCH HIGHWAYS, INC. $ 418,633.00 257.7550% ==================================================================================================================================== |( 1 ) C152 |( 2 ) B728 |( 3 ) R691 |CARNELL CONSTRUCTION CORPOR |D. A. BROWN, INC. |RAMIREZ CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 16200.00000 16200.00| 18000.00000 18000.00| 9400.00000 9400.00 MOBILIZATION | | | 0020 00125 LUMP| 16000.00000 16000.00| 21500.00000 21500.00| 15000.00000 15000.00 GRADING | | | 0030 00140 500.000 CY | 1.00000 500.00| 10.00000 5000.00| 9.00000 4500.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q21 -2 TABULATION OF BIDS CALL ORDER : Q21 CONTRACT ID : C00090490N01 COUNTIES : BEDFORD LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C152 |( 2 ) B728 |( 3 ) R691 |CARNELL CONSTRUCTION CORPOR |D. A. BROWN, INC. |RAMIREZ CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 00212 620.000 CY | 16.50000 10230.00| 15.00000 9300.00| 24.00000 14880.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0050 00505 35.000 TON | 50.00000 1750.00| 50.00000 1750.00| 40.00000 1400.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0060 00522 118.000 CY | 561.00000 66198.00| 525.00000 61950.00| 506.00000 59708.00 CONCRETE CLASS A4 BOX CULVERT | | | 0070 00540 16998.000 LB | 0.45000 7649.10| 0.80000 13598.40| 2.00000 33996.00 REINF. STEEL | | | 0080 01150 20.000 LF | 35.00000 700.00| 25.00000 500.00| 80.00000 1600.00 15" PIPE | | | 0090 09150 75.000 TON | 70.00000 5250.00| 50.00000 3750.00| 50.00000 3750.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0100 10128 225.000 TON | 24.00000 5400.00| 25.00000 5625.00| 25.00000 5625.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10416 480.000 GAL | 6.00000 2880.00| 8.30000 3984.00| 11.50000 5520.00 LIQUID ASPHALT | | | 0120 10468 9.000 TON | 75.00000 675.00| 110.00000 990.00| 121.00000 1089.00 COVER MATL. AGGR. NO. 68 | | | 0130 10478 8.000 TON | 80.00000 640.00| 110.00000 880.00| 124.00000 992.00 COVER MATL. AGGR. NO. 78 | | | 0140 10480 6.000 TON | 85.00000 510.00| 110.00000 660.00| 125.00000 750.00 COVER MATL. AGGR. NO. 8 | | | 0150 13320 650.000 LF | 16.90000 10985.00| 16.36000 10634.00| 20.00000 13000.00 GUARDRAIL GR-2 | | | 0160 13331 50.000 LF | 20.00000 1000.00| 19.00000 950.00| 22.00000 1100.00 RAD. GUARDRAIL GR-2 | | | 0170 24152 2.000 EA | 500.00000 1000.00| 400.00000 800.00| 350.00000 700.00 TYPE III BARRICADE 8' | | | 0180 24160 469.000 SF | 9.00000 4221.00| 12.50000 5862.50| 16.00000 7504.00 CONSTRUCTION SIGNS | | | 0190 24260 8.000 TON | 24.00000 192.00| 60.00000 480.00| 32.00000 256.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0200 24278 300.000 DAY | 0.55000 165.00| 0.75000 225.00| 1.00000 300.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24282 100.000 HR | 6.60000 660.00| 0.01000 1.00| 22.00000 2200.00 FLAGGER SERVICE | | | 0220 24288 1560.000 DAY | 0.75000 1170.00| 2.00000 3120.00| 2.00000 3120.00 WARNING LIGHT TY. B | | | 0230 26127 20.000 TON | 80.00000 1600.00| 50.00000 1000.00| 37.00000 740.00 DRY RIPRAP CL.I 26" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q21 -3 TABULATION OF BIDS CALL ORDER : Q21 CONTRACT ID : C00090490N01 COUNTIES : BEDFORD LETTING DATE : 01/28/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C152 |( 2 ) B728 |( 3 ) R691 |CARNELL CONSTRUCTION CORPOR |D. A. BROWN, INC. |RAMIREZ CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 27102 120.000 LB | 20.00000 2400.00| 15.00000 1800.00| 12.75000 1530.00 REGULAR SEED | | | 0250 27103 120.000 LB | 1.00000 120.00| 1.00000 120.00| 11.00000 1320.00 OVERSEEDING | | | 0260 27104 20.000 LB | 30.00000 600.00| 25.00000 500.00| 23.00000 460.00 LEGUME SEED | | | 0270 27105 20.000 LB | 3.00000 60.00| 1.00000 20.00| 16.10000 322.00 LEGUME OVERSEEDING | | | 0280 27215 1.000 TON | 1300.00000 1300.00| 1500.00000 1500.00| 138.00000 138.00 FERTILIZER(15-30-15) | | | 0290 27250 2.000 TON | 155.00000 310.00| 200.00000 400.00| 133.00000 266.00 LIME | | | 0300 27415 8.000 EA | 75.00000 600.00| 200.00000 1600.00| 250.00000 2000.00 CHECK DAM(ROCK) TY. II | | | 0310 27422 1.000 EA | 750.00000 750.00| 1500.00000 1500.00| 500.00000 500.00 DEWATERING BASIN | | | 0320 27430 145.000 CY | 1.00000 145.00| 0.01000 1.45| 4.00000 580.00 SILTATION CONTROL EXCAVATION | | | 0330 27505 540.000 LF | 0.75000 405.00| 2.50000 1350.00| 4.00000 2160.00 TEMP. SILT FENCE | | | 0340 27506 300.000 LF | 0.50000 150.00| 2.00000 600.00| 3.00000 900.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 162,415.10| $ 179,951.35| $ 197,306.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 162,415.10| $ 179,951.35| $ 197,306.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -1 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/31/09 COMPLETION DATE PROJECT(S) : GR-9C-09 FED # NONE CONTRACT DESCRIPTION: GUARDRAIL MAINTENANCE VARIOUS LOCATIONS IN PRINCE WILLIAM COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L022 LONG FENCE COMPANY, INC. $ 420,206.10 100.0000% 2 L159 L. S. LEE, INC. $ 424,105.00 100.9279% 3 P009 PENN LINE SERVICE, INC. $ 489,880.00 116.5809% 4 M004 MAKCO, INCORPORATED $ 706,530.00 168.1389% ==================================================================================================================================== |( 1 ) L022 |( 2 ) L159 |( 3 ) P009 |LONG FENCE COMPANY, INC. |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 6.000 EA | 600.00000 3600.00| 450.00000 2700.00| 1000.00000 6000.00 NS MOBILIZATION MOBILIZATION EMERGENCY | | | 0020 00122 1000.000 LF | 3.00000 3000.00| 3.00000 3000.00| 10.00000 10000.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0030 10121 200.000 TON | 26.00000 5200.00| 35.00000 7000.00| 70.00000 14000.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 13310 20.000 LF | 25.35000 507.00| 70.00000 1400.00| 45.00000 900.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13312 10.000 EA | 1875.00000 18750.00| 1800.00000 18000.00| 1300.00000 13000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13315 6.000 EA | 327.00000 1962.00| 700.00000 4200.00| 350.00000 2100.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 1500.000 LF | 17.00000 25500.00| 17.00000 25500.00| 20.00000 30000.00 GUARDRAIL GR-2 | | | 0080 13345 35.000 EA | 2078.00000 72730.00| 2300.00000 80500.00| 2100.00000 73500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -2 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) L159 |( 3 ) P009 |LONG FENCE COMPANY, INC. |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13346 12.000 EA | 290.00000 3480.00| 100.00000 1200.00| 600.00000 7200.00 REMOVE GR-7 TERMINAL | | | 0100 13349 6.000 EA | 725.00000 4350.00| 500.00000 3000.00| 500.00000 3000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13383 4.000 EA | 1575.00000 6300.00| 1400.00000 5600.00| 1500.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 13384 4.000 EA | 214.00000 856.00| 600.00000 2400.00| 250.00000 1000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0130 13392 4.000 EA | 1607.00000 6428.00| 1500.00000 6000.00| 1500.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13400 2.000 LF | 14.60000 29.20| 60.00000 120.00| 50.00000 100.00 NS GUARDRAIL GUARDRAIL TERMINAL W-BEAM | | | GR7/GR-9 | | | 0150 13401 30.000 EA | 55.60000 1668.00| 150.00000 4500.00| 100.00000 3000.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-7/GR-9 | | | 0160 13401 5.000 EA | 840.00000 4200.00| 100.00000 500.00| 100.00000 500.00 NS GUARDRAIL GUARDRAIL EXTRUDER ASSEM | | | GR-7 (NCHRP-350) 505 | | | 0170 13401 5.000 EA | 1097.00000 5485.00| 100.00000 500.00| 800.00000 4000.00 NS GUARDRAIL GUARDRAIL EXTRUDER ASSEM | | | GR-9 (NCHRP-350) 505 | | | 0180 13401 10.000 EA | 1097.00000 10970.00| 700.00000 7000.00| 800.00000 8000.00 NS GUARDRAIL GUARDRAIL GR EXTRUDER HEAD | | | GR-9 | | | 0190 13401 2.000 EA | 4300.00000 8600.00| 3750.00000 7500.00| 3500.00000 7000.00 NS GUARDRAIL GUARDRAIL GR TERMINAL CAT | | | 350 | | | 0200 13401 5.000 EA | 107.50000 537.50| 100.00000 500.00| 10.00000 50.00 NS GUARDRAIL GUARDRAIL GR7/GR9/GR11 | | | CABLE ASSEM & ANCHOR PLATE | | | 0210 13401 10.000 EA | 109.00000 1090.00| 95.00000 950.00| 105.00000 1050.00 NS GUARDRAIL GUARDRAIL GUARDRAIL 10' | | | POST | | | 0220 13401 50.000 EA | 83.40000 4170.00| 80.00000 4000.00| 95.00000 4750.00 NS GUARDRAIL GUARDRAIL GUARDRAIL 8' POS | | | 0230 13401 400.000 EA | 18.75000 7500.00| 15.00000 6000.00| 10.00000 4000.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCKS | | | (WOOD OR COMPOSITE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -3 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) L159 |( 3 ) P009 |LONG FENCE COMPANY, INC. |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 13401 5.000 EA | 145.00000 725.00| 100.00000 500.00| 50.00000 250.00 NS GUARDRAIL GUARDRAIL REMOVE GR-5 | | | TERMINAL | | | 0250 13401 5.000 EA | 125.00000 625.00| 70.00000 350.00| 25.00000 125.00 NS GUARDRAIL GUARDRAIL STRUT AND YOKE | | | ASSEMBLY GR7 OR GR9 | | | 0260 13401 2.000 EA | 2140.00000 4280.00| 2000.00000 4000.00| 1400.00000 2800.00 NS GUARDRAIL GUARDRAIL WEATHERING STEEL | | | GR-7(NCHRP-350)505 | | | 0270 13421 250.000 LF | 23.20000 5800.00| 24.00000 6000.00| 25.00000 6250.00 MEDIAN BARRIER MB-3 | | | 0280 13710 5.000 EA | 903.50000 4517.50| 800.00000 4000.00| 800.00000 4000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0290 13710 3.000 EA | 4300.00000 12900.00| 3750.00000 11250.00| 3500.00000 10500.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CAT 350 | | | 0300 13710 3.000 EA | 628.00000 1884.00| 450.00000 1350.00| 400.00000 1200.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHRAGM | | | 0310 13710 3.000 EA | 1957.00000 5871.00| 450.00000 1350.00| 400.00000 1200.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | 0320 13710 5.000 EA | 1148.00000 5740.00| 1000.00000 5000.00| 1100.00000 5500.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | 0330 13710 5.000 EA | 1764.00000 8820.00| 1200.00000 6000.00| 800.00000 4000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | RECONSTRUCT | | | 0340 13710 3.000 EA | 840.00000 2520.00| 500.00000 1500.00| 800.00000 2400.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | 0350 17311 5.000 EA | 62.90000 314.50| 65.00000 325.00| 35.00000 175.00 W BEAM TERM CONNECTOR | | | 0360 17313 6.000 EA | 47.00000 282.00| 65.00000 390.00| 35.00000 210.00 W BEAM END SECT(FLARED | | | 0370 17315 25.000 EA | 44.70000 1117.50| 50.00000 1250.00| 55.00000 1375.00 W BEAM END SECT(BUFFER | | | 0380 17321 10.000 EA | 14.50000 145.00| 20.00000 200.00| 3.00000 30.00 W BEAM BACKUP PLATE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -4 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) L159 |( 3 ) P009 |LONG FENCE COMPANY, INC. |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 17323 5000.000 LF | 8.15000 40750.00| 16.50000 82500.00| 17.00000 85000.00 GUARDRAIL BEAM | | | 0400 17325 400.000 LF | 10.65000 4260.00| 18.00000 7200.00| 17.50000 7000.00 RADIAL GUARDRAIL BEAM | | | 0410 17327 50.000 LF | 9.70000 485.00| 23.00000 1150.00| 7.50000 375.00 RUB RAIL | | | 0420 17329 600.000 EA | 67.50000 40500.00| 75.00000 45000.00| 60.00000 36000.00 POST (WOOD, CONC., OR STEEL) | | | 0430 17336 4.000 EA | 255.00000 1020.00| 300.00000 1200.00| 400.00000 1600.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0440 17338 90.000 EA | 13.50000 1215.00| 5.00000 450.00| 10.00000 900.00 DRILL HOLE | | | 0450 17341 800.000 EA | 29.00000 23200.00| 8.00000 6400.00| 10.00000 8000.00 REALIGN POST | | | 0460 17342 3.000 EA | 254.00000 762.00| 60.00000 180.00| 15.00000 45.00 STEEL TUBE GR-7 | | | 0470 17344 2.000 EA | 272.00000 544.00| 45.00000 90.00| 15.00000 30.00 SOIL PLATE GR-7 | | | 0480 17348 24.000 EA | 77.50000 1860.00| 150.00000 3600.00| 50.00000 1200.00 BREAKAWAY POST GR-7 | | | 0490 17381 50.000 EA | 71.30000 3565.00| 90.00000 4500.00| 60.00000 3000.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0500 17451 100.000 EA | 9.60000 960.00| 10.00000 1000.00| 10.00000 1000.00 GUARDRAIL DELINEATOR | | | 0510 17521 200.000 LF | 9.70000 1940.00| 16.00000 3200.00| 18.00000 3600.00 GUARDRAIL BEAM (WEATHERING STEEL) | | | 0520 17523 25.000 LF | 10.30000 257.50| 20.00000 500.00| 20.00000 500.00 RADIAL GUARDRAIL BEAM (WEATHERING STEEL | | | 0530 17541 2.000 EA | 44.70000 89.40| 50.00000 100.00| 50.00000 100.00 W BEAM END SECT(BUFFER (WEATHERING | | | STEEL) | | | 0540 24160 430.000 SF | 2.55000 1096.50| 5.00000 2150.00| 8.00000 3440.00 CONSTRUCTION SIGNS | | | 0550 24272 250.000 HR | 14.50000 3625.00| 5.00000 1250.00| 17.50000 4375.00 TRUCK MOUNTED ATTENUATOR | | | 0560 24281 100.000 HR | 14.50000 1450.00| 3.00000 300.00| 25.00000 2500.00 ELECTRONIC ARROW | | | 0570 24282 450.000 HR | 18.50000 8325.00| 10.00000 4500.00| 30.00000 13500.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -5 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) L159 |( 3 ) P009 |LONG FENCE COMPANY, INC. |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 24601 7000.000 LF | 2.90000 20300.00| 1.00000 7000.00| 5.00000 35000.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE GR 505 | | | 0590 24611 250.000 LF | 4.35000 1087.50| 6.00000 1500.00| 11.00000 2750.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET GR | | | 0600 24617 2000.000 LF | 4.35000 8700.00| 7.00000 14000.00| 14.80000 29600.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GR | | | 0610 24702 8.000 EA | 220.00000 1760.00| 100.00000 800.00| 650.00000 5200.00 NS REMOVE EXIST. REMOVE EXIST REMOVE | | | EXISTING GR-9 510 | | | SECTION TOTALS | $ 420,206.10| $ 424,105.00| $ 489,880.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 420,206.10| $ 424,105.00| $ 489,880.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -6 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) M004 |( ) |( ) |MAKCO, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 6.000 EA | 2000.00000 12000.00| | NS MOBILIZATION MOBILIZATION EMERGENCY | | | 0020 00122 1000.000 LF | 10.00000 10000.00| | NS GRADING GRADING SHOULDER RESTORATION | | | 0030 10121 200.000 TON | 50.00000 10000.00| | AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 13310 20.000 LF | 100.00000 2000.00| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13312 10.000 EA | 2500.00000 25000.00| | GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13315 6.000 EA | 1000.00000 6000.00| | GUARDRAIL TERMINAL GR-11 | | | 0070 13320 1500.000 LF | 25.00000 37500.00| | GUARDRAIL GR-2 | | | 0080 13345 35.000 EA | 2800.00000 98000.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0090 13346 12.000 EA | 250.00000 3000.00| | REMOVE GR-7 TERMINAL | | | 0100 13349 6.000 EA | 2000.00000 12000.00| | GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13383 4.000 EA | 2500.00000 10000.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 13384 4.000 EA | 750.00000 3000.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0130 13392 4.000 EA | 2500.00000 10000.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13400 2.000 LF | 50.00000 100.00| | NS GUARDRAIL GUARDRAIL TERMINAL W-BEAM | | | GR7/GR-9 | | | 0150 13401 30.000 EA | 300.00000 9000.00| | NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-7/GR-9 | | | 0160 13401 5.000 EA | 1500.00000 7500.00| | NS GUARDRAIL GUARDRAIL EXTRUDER ASSEM | | | GR-7 (NCHRP-350) 505 | | | 0170 13401 5.000 EA | 1500.00000 7500.00| | NS GUARDRAIL GUARDRAIL EXTRUDER ASSEM | | | GR-9 (NCHRP-350) 505 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -7 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) M004 |( ) |( ) |MAKCO, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 13401 10.000 EA | 1500.00000 15000.00| | NS GUARDRAIL GUARDRAIL GR EXTRUDER HEAD | | | GR-9 | | | 0190 13401 2.000 EA | 7500.00000 15000.00| | NS GUARDRAIL GUARDRAIL GR TERMINAL CAT | | | 350 | | | 0200 13401 5.000 EA | 100.00000 500.00| | NS GUARDRAIL GUARDRAIL GR7/GR9/GR11 | | | CABLE ASSEM & ANCHOR PLATE | | | 0210 13401 10.000 EA | 120.00000 1200.00| | NS GUARDRAIL GUARDRAIL GUARDRAIL 10' | | | POST | | | 0220 13401 50.000 EA | 100.00000 5000.00| | NS GUARDRAIL GUARDRAIL GUARDRAIL 8' POS | | | 0230 13401 400.000 EA | 20.00000 8000.00| | NS GUARDRAIL GUARDRAIL OFFSET BLOCKS | | | (WOOD OR COMPOSITE) | | | 0240 13401 5.000 EA | 250.00000 1250.00| | NS GUARDRAIL GUARDRAIL REMOVE GR-5 | | | TERMINAL | | | 0250 13401 5.000 EA | 100.00000 500.00| | NS GUARDRAIL GUARDRAIL STRUT AND YOKE | | | ASSEMBLY GR7 OR GR9 | | | 0260 13401 2.000 EA | 2600.00000 5200.00| | NS GUARDRAIL GUARDRAIL WEATHERING STEEL | | | GR-7(NCHRP-350)505 | | | 0270 13421 250.000 LF | 35.00000 8750.00| | MEDIAN BARRIER MB-3 | | | 0280 13710 5.000 EA | 2000.00000 10000.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0290 13710 3.000 EA | 15000.00000 45000.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CAT 350 | | | 0300 13710 3.000 EA | 2500.00000 7500.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHRAGM | | | 0310 13710 3.000 EA | 3000.00000 9000.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -8 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) M004 |( ) |( ) |MAKCO, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 13710 5.000 EA | 1500.00000 7500.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | 0330 13710 5.000 EA | 2500.00000 12500.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | RECONSTRUCT | | | 0340 13710 3.000 EA | 2500.00000 7500.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | 0350 17311 5.000 EA | 75.00000 375.00| | W BEAM TERM CONNECTOR | | | 0360 17313 6.000 EA | 60.00000 360.00| | W BEAM END SECT(FLARED | | | 0370 17315 25.000 EA | 60.00000 1500.00| | W BEAM END SECT(BUFFER | | | 0380 17321 10.000 EA | 20.00000 200.00| | W BEAM BACKUP PLATE | | | 0390 17323 5000.000 LF | 20.00000 100000.00| | GUARDRAIL BEAM | | | 0400 17325 400.000 LF | 22.00000 8800.00| | RADIAL GUARDRAIL BEAM | | | 0410 17327 50.000 LF | 30.00000 1500.00| | RUB RAIL | | | 0420 17329 600.000 EA | 80.00000 48000.00| | POST (WOOD, CONC., OR STEEL) | | | 0430 17336 4.000 EA | 500.00000 2000.00| | BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0440 17338 90.000 EA | 10.00000 900.00| | DRILL HOLE | | | 0450 17341 800.000 EA | 15.00000 12000.00| | REALIGN POST | | | 0460 17342 3.000 EA | 100.00000 300.00| | STEEL TUBE GR-7 | | | 0470 17344 2.000 EA | 100.00000 200.00| | SOIL PLATE GR-7 | | | 0480 17348 24.000 EA | 200.00000 4800.00| | BREAKAWAY POST GR-7 | | | 0490 17381 50.000 EA | 80.00000 4000.00| | POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/25/09 PAGE : Q33 -9 TABULATION OF BIDS CALL ORDER : Q33 CONTRACT ID : CM909GRA39512 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/28/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 4 ) M004 |( ) |( ) |MAKCO, INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 17451 100.000 EA | 10.00000 1000.00| | GUARDRAIL DELINEATOR | | | 0510 17521 200.000 LF | 22.00000 4400.00| | GUARDRAIL BEAM (WEATHERING STEEL) | | | 0520 17523 25.000 LF | 24.00000 600.00| | RADIAL GUARDRAIL BEAM (WEATHERING STEEL | | | 0530 17541 2.000 EA | 60.00000 120.00| | W BEAM END SECT(BUFFER (WEATHERING | | | STEEL) | | | 0540 24160 430.000 SF | 20.00000 8600.00| | CONSTRUCTION SIGNS | | | 0550 24272 250.000 HR | 30.00000 7500.00| | TRUCK MOUNTED ATTENUATOR | | | 0560 24281 100.000 HR | 10.00000 1000.00| | ELECTRONIC ARROW | | | 0570 24282 450.000 HR | 20.00000 9000.00| | FLAGGER SERVICE | | | 0580 24601 7000.000 LF | 3.00000 21000.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE GR 505 | | | 0590 24611 250.000 LF | 17.50000 4375.00| | NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET GR | | | 0600 24617 2000.000 LF | 20.00000 40000.00| | NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GR | | | 0610 24702 8.000 EA | 250.00000 2000.00| | NS REMOVE EXIST. REMOVE EXIST REMOVE | | | EXISTING GR-9 510 | | | SECTION TOTALS | $ 706,530.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 706,530.00| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q35 -1 TABULATION OF BIDS CALL ORDER : Q35 CONTRACT ID : C0051051N01 COUNTIES : ORANGE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 09/01/09 COMPLETION DATE PROJECT(S) : 0619-068-P13,N501 FED # NONE CONTRACT DESCRIPTION: 1.50 MI. GRADE, DRAIN, STAB., PAVE & INCIDENTALS 1.24 MI. E. RTE. 624 RTE. 692 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 J. L. KENT & SONS, INC. $ 718,419.54 100.0000% 2 P203 PEARSON CONSTRUCTION, INC. $ 771,674.80 107.4128% 3 G181 GENERAL EXCAVATION, INC. $ 847,363.00 117.9482% 4 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 863,646.00 120.2147% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 892,869.00 124.2824% 6 S1131 SHELBECK EXCAVATING, LLC $ 909,909.00 126.6543% 7 R011 R. L. RIDER & COMPANY $ 910,078.40 126.6778% 8 B319 BRANCH HIGHWAYS, INC. $ 917,083.00 127.6528% 9 R148 ROCK & RAINES CONSTRUCTION CO., INC $ 917,746.00 127.7451% 10 H021 HENDERSON CONSTRUCTION CO., INC. $ 937,540.70 130.5004% 11 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 944,128.00 131.4174% 12 P020 F. CLAYTON PLECKER & SONS, INC. $ 945,920.90 131.6669% 13 D172 DLB, INC. $ 974,252.50 135.6105% 14 H101 R. W. HARRIS EXCAVATING, INC. $ 982,245.10 136.7230% 15 H004 HALEY, CHISHOLM & MORRIS, INC. $ 1,026,774.87 142.9213% ==================================================================================================================================== |( 1 ) K003 |( 2 ) P203 |( 3 ) G181 |J. L. KENT & SONS, INC. |PEARSON CONSTRUCTION, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GENERAL ITEMS | | | 0010 00100 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 00125 LUMP| 95000.00000 95000.00| 164730.00000 164730.00| 96950.00000 96950.00 GRADING | | | 0030 00128 200.000 CY | 5.00000 1000.00| 6.00000 1200.00| 8.00000 1600.00 EXTRA EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q35 -2 TABULATION OF BIDS CALL ORDER : Q35 CONTRACT ID : C0051051N01 COUNTIES : ORANGE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) P203 |( 3 ) G181 |J. L. KENT & SONS, INC. |PEARSON CONSTRUCTION, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 00211 225.000 CY | 10.00000 2250.00| 15.00000 3375.00| 35.40000 7965.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0050 00525 17.000 CY | 750.00000 12750.00| 1250.00000 21250.00| 1000.00000 17000.00 CONCRETE CLASS A3 MISC. | | | 0060 00592 250.000 LF | 8.00000 2000.00| 14.00000 3500.00| 13.80000 3450.00 COMB. UNDERDRAIN CD-1&2 | | | 0070 00595 150.000 LF | 10.00000 1500.00| 14.00000 2100.00| 17.40000 2610.00 OUTLET PIPE | | | 0080 04110 1050.000 LF | 29.00000 30450.00| 23.55000 24727.50| 26.10000 27405.00 17" X 13" ARCH PIPE | | | 0090 04130 280.000 LF | 36.00000 10080.00| 32.21000 9018.80| 50.00000 14000.00 21" X 15" ARCH PIPE | | | 0100 03602 200.000 LF | 200.00000 40000.00| 340.00000 68000.00| 215.00000 43000.00 38" X 60" ELLIPTICAL CONC. PIPE | | | 0110 09150 200.000 TON | 65.00000 13000.00| 50.00000 10000.00| 56.40000 11280.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10123 10000.000 TON | 14.75000 147500.00| 17.00000 170000.00| 19.65000 196500.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0130 10250 400.000 TON | 24.00000 9600.00| 20.00000 8000.00| 22.90000 9160.00 NS AGGR. MATERIAL AGGR. MATERIAL #3 | | | 0140 10250 1000.000 TON | 22.00000 22000.00| 0.10000 100.00| 22.00000 22000.00 NS AGGR. MATERIAL AGGR. MATERIAL #57 | | | (MAINTENANCE) | | | 0150 10424 17600.000 SY | 4.20000 73920.00| 3.90000 68640.00| 4.55000 80080.00 BLOTTED SEAL COAT TY. D | | | 0160 13215 20.000 EA | 150.00000 3000.00| 100.00000 2000.00| 105.00000 2100.00 MAILBOX POST, SINGLE | | | 0170 13320 550.000 LF | 16.05000 8827.50| 15.00000 8250.00| 16.00000 8800.00 GUARDRAIL GR-2 | | | 0180 13331 24.000 LF | 19.26000 462.24| 18.00000 432.00| 19.00000 456.00 RAD. GUARDRAIL GR-2 | | | 0190 13345 8.000 EA | 2460.00000 19680.00| 2300.00000 18400.00| 2370.00000 18960.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0200 13355 50.000 LF | 22.45000 1122.50| 21.00000 1050.00| 22.00000 1100.00 GUARDRAIL GR-10 | | | 0210 23043 80.000 LF | 62.06000 4964.80| 119.00000 9520.00| 125.00000 10000.00 WATER GATE FE-4 TY.III | | | 0220 23600 5700.000 LF | 5.70000 32490.00| 5.65000 32205.00| 5.85000 33345.00 NS FENCE FENCE OAK, 3-BRD. 6" 1/2 | | | ROUND POST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q35 -3 TABULATION OF BIDS CALL ORDER : Q35 CONTRACT ID : C0051051N01 COUNTIES : ORANGE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) P203 |( 3 ) G181 |J. L. KENT & SONS, INC. |PEARSON CONSTRUCTION, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 23600 6300.000 LF | 6.85000 43155.00| 6.85000 43155.00| 7.10000 44730.00 NS FENCE FENCE PINE, 4 BRD. TREATED | | | 0240 23600 250.000 LF | 3.65000 912.50| 5.35000 1337.50| 5.50000 1375.00 NS FENCE FENCE POST AND RAIL, 2 RAIL | | | 0250 23600 200.000 LF | 27.82000 5564.00| 37.50000 7500.00| 39.00000 7800.00 NS FENCE FENCE VINYL PRIVACY 70" X 67 | | | 3/4" | | | 0260 23602 14.000 EA | 135.00000 1890.00| 130.00000 1820.00| 135.00000 1890.00 NS GATE GATE TUBULAR FARM, 10' | | | 0270 23602 2.000 EA | 145.00000 290.00| 140.00000 280.00| 145.00000 290.00 NS GATE GATE TUBULAR FARM, 12' | | | 0280 23602 10.000 EA | 176.00000 1760.00| 160.00000 1600.00| 165.00000 1650.00 NS GATE GATE TUBULAR FARM, 16' | | | 0290 24100 600.000 HR | 20.00000 12000.00| 0.10000 60.00| 25.00000 15000.00 ALLAYING DUST | | | 0300 24160 400.000 SF | 5.00000 2000.00| 14.00000 5600.00| 25.00000 10000.00 CONSTRUCTION SIGNS | | | 0310 24260 1000.000 TON | 18.50000 18500.00| 0.10000 100.00| 20.00000 20000.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0320 24278 4000.000 DAY | 0.45000 1800.00| 0.30000 1200.00| 1.10000 4400.00 GROUP 2 CHANNELIZING DEVICES | | | 0330 24282 2000.000 HR | 15.00000 30000.00| 0.10000 200.00| 15.00000 30000.00 FLAGGER SERVICE | | | 0340 25507 7.000 MO | 1000.00000 7000.00| 400.00000 2800.00| 800.00000 5600.00 FIELD OFFICE TY.III | | | 0350 26117 200.000 TON | 63.00000 12600.00| 50.00000 10000.00| 50.00000 10000.00 DRY RIPRAP CL. AI | | | 0360 27102 1100.000 LB | 10.70000 11770.00| 12.30000 13530.00| 12.00000 13200.00 REGULAR SEED | | | 0370 27103 550.000 LB | 6.00000 3300.00| 1.50000 825.00| 2.00000 1100.00 OVERSEEDING | | | 0380 27215 3.000 TON | 1350.00000 4050.00| 250.00000 750.00| 1600.00000 4800.00 FERTILIZER(15-30-15) | | | 0390 27250 24.000 TON | 214.00000 5136.00| 25.00000 600.00| 180.00000 4320.00 LIME | | | 0400 27321 1000.000 SY | 2.50000 2500.00| 3.00000 3000.00| 2.50000 2500.00 PROTECTIVE COVERING EC-2 | | | 0410 27430 1190.000 CY | 0.50000 595.00| 0.10000 119.00| 11.30000 13447.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/09/09 PAGE : Q35 -4 TABULATION OF BIDS CALL ORDER : Q35 CONTRACT ID : C0051051N01 COUNTIES : ORANGE LETTING DATE : 01/28/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) P203 |( 3 ) G181 |J. L. KENT & SONS, INC. |PEARSON CONSTRUCTION, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 27506 7000.000 LF | 1.00000 7000.00| 0.10000 700.00| 2.50000 17500.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 718,419.54| $ 771,674.80| $ 847,363.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 718,419.54| $ 771,674.80| $ 847,363.00 ====================================================================================================================================