BID TABULATIONS March 26, 2008 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following projects have been rejected: ORDER NO. PROJECT 101 M108STA39537B 102 M108STB39699B LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : 105 -1 TABULATION OF BIDS CALL ORDER : 105 CONTRACT ID : M108PMA39740B COUNTIES : BRISTOL LETTING DATE : 03/26/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/08 COMPLETION DATE PROJECT(S) : PM-1A-08 FED # NONE CONTRACT DESCRIPTION: DISTRICT WIDE PLANT MIX VARIOUS LOCATIONS IN LEE CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 314,880.40 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10128 1417.000 TON | 18.18000 25761.06| | AGGR. BASE MATL. TY. I NO. 21B | | | 0020 16350 3341.000 TON | 74.69000 249539.29| | ASPHALT CONCRETE TY. SM-12.5A | | | 0030 54032 51530.000 LF | 0.42000 21642.60| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54217 645.000 EA | 27.81000 17937.45| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 314,880.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,880.40| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : 213 -1 TABULATION OF BIDS CALL ORDER : 213 CONTRACT ID : CM208PMW39637 COUNTIES : CARROLL LETTING DATE : 03/26/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/01/08 COMPLETION DATE PROJECT(S) : PM-2W-08 FED # NONE CONTRACT DESCRIPTION: ASPHALT PLANT MIX VARIOUS - CARROLL CO. INTERSTATE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 5,374,546.76 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS 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 10700 114893.000 LF | 0.49000 56297.57| | RUMBLE STRIP, ASPHALT | | | 0020 10701 19150.000 SY | 1.83000 35044.50| | LIQUID ASPHALT COATING | | | 0030 16242 2440.000 TON | 35.03000 85473.20| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0040 16340 9929.000 TON | 86.51000 858957.79| | ASPHALT CONCRETE TY. SM-9.5D | | | 0050 16370 14739.000 TON | 78.79000 1161285.81| | ASPHALT CONCRETE TY. IM-19.0D | | | 0060 16375 6350.000 TON | 77.46000 491871.00| | ASPHALT CONCRETE TY. BM-25.0 | | | 0070 16388 626090.000 SY | 0.81000 507132.90| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0080 16403 15853.000 TON | 103.96000 1648077.88| | STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0090 54024 67834.000 LF | 0.55000 37308.70| | TYPE A PAVEMENT LINE MARKING 8" | | | 0100 54076 59638.000 LF | 3.19000 190245.22| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : 213 -2 TABULATION OF BIDS CALL ORDER : 213 CONTRACT ID : CM208PMW39637 COUNTIES : CARROLL LETTING DATE : 03/26/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 54077 67834.000 LF | 4.18000 283546.12| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0120 54217 709.000 EA | 27.23000 19306.07| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 5,374,546.76| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,374,546.76| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : 807 -1 TABULATION OF BIDS CALL ORDER : 807 CONTRACT ID : CM808SSB39686B COUNTIES : SHENANDOAH FREDERICK LETTING DATE : 03/26/08 10:00 AM DISTRICT : 08 CONTRACT TIME : 11/01/08 COMPLETION DATE PROJECT(S) : SS-8B-08 FED # NONE CONTRACT DESCRIPTION: SLURRY SEAL VARIOUS EDINBURG RES. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S026 SLURRY PAVERS, INC. $ 694,839.04 100.0000% ==================================================================================================================================== |( 1 ) S026 |( ) |( ) |SLURRY PAVERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16120 102918.000 SY | 1.70000 174960.60| | EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0020 16130 242616.000 SY | 1.82000 441561.12| | EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0030 54020 254656.000 LF | 0.22000 56024.32| | TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54022 322.000 LF | 2.00000 644.00| | TYPE A PAVEMENT LINE MARKING 6" | | | 0050 54026 54.000 LF | 3.00000 162.00| | TYPE A PAVEMENT LINE MARKING 12" | | | 0060 54028 642.000 LF | 6.00000 3852.00| | TYPE A PAVEMENT LINE MARKING 24" | | | 0070 54031 19.000 MI | 100.00000 1900.00| | PAVEMENT DOTTING | | | 0080 54300 62.000 EA | 120.00000 7440.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0090 54310 1.000 EA | 300.00000 300.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : 807 -2 TABULATION OF BIDS CALL ORDER : 807 CONTRACT ID : CM808SSB39686B COUNTIES : SHENANDOAH FREDERICK LETTING DATE : 03/26/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) S026 |( ) |( ) |SLURRY PAVERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54401 7.000 EA | 660.00000 4620.00| | PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0110 54404 5.000 EA | 675.00000 3375.00| | PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 694,839.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 694,839.04| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : A43 -1 TABULATION OF BIDS CALL ORDER : A43 CONTRACT ID : C00084223M01 COUNTIES : PRINCE EDWARD LETTING DATE : 03/26/08 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/04/08 COMPLETION DATE PROJECT(S) : BR03-073-290, M501 FED # BH-BR03(221) CONTRACT DESCRIPTION: PROPOSED BRIDGE REHABILITATION ON WBL RTE. 360 OVER N&S RWY 5.8 MI. E. OF CHARLOTTE CO. LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C097 CORMAN CONSTRUCTION, INC. $ 548,164.50 100.0000% 2 C174 CLECO CORPORATION $ 630,068.00 114.9414% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 633,159.06 115.5053% 4 L026 D. W. LYLE CORPORATION $ 840,943.00 153.4107% ==================================================================================================================================== |( 1 ) C097 |( 2 ) C174 |( 3 ) L005 |CORMAN CONSTRUCTION, INC. |CLECO CORPORATION |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 46000.00000 46000.00| 40000.00000 40000.00| 47200.00000 47200.00 MOBILIZATION | | | 0020 10630 955.000 SY | 16.00000 15280.00| 20.00000 19100.00| 8.00000 7640.00 FLEXIBLE PAVEMENT PLANING | | | 0030 10635 163.000 TON | 205.50000 33496.50| 200.00000 32600.00| 224.00000 36512.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 10642 315.000 TON | 228.50000 71977.50| 200.00000 63000.00| 250.00000 78750.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0050 13392 2.000 EA | 3175.50000 6351.00| 35000.00000 70000.00| 6727.00000 13454.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0060 24265 LUMP| 115000.00000 115000.00| 90000.00000 90000.00| 89600.00000 89600.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0070 25507 8.000 MO | 2621.50000 20972.00| 3000.00000 24000.00| 1000.00000 8000.00 FIELD OFFICE TY.III | | | 0080 68090 634.000 SY | 5.50000 3487.00| 7.00000 4438.00| 9.09000 5763.06 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : A43 -2 TABULATION OF BIDS CALL ORDER : A43 CONTRACT ID : C00084223M01 COUNTIES : PRINCE EDWARD LETTING DATE : 03/26/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) C097 |( 2 ) C174 |( 3 ) L005 |CORMAN CONSTRUCTION, INC. |CLECO CORPORATION |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 68317 719.000 SY | 17.00000 12223.00| 20.00000 14380.00| 12.00000 8628.00 NS MILLING MILLING TYPE A MILLING, 1/2" | | | 0100 68320 8.000 SY | 366.00000 2928.00| 400.00000 3200.00| 275.00000 2200.00 TYPE B PATCHING | | | 0110 68330 5.000 SY | 436.50000 2182.50| 600.00000 3000.00| 450.00000 2250.00 TYPE C PATCHING | | | 0120 68557 204.000 LF | 27.00000 5508.00| 75.00000 15300.00| 28.00000 5712.00 PREFORMED ELASTOMERIC JOINT SEALER 2 | | | 1/2" | | | 0130 68600 7.000 SY | 1048.00000 7336.00| 1500.00000 10500.00| 1200.00000 8400.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0140 68903 8.000 CY | 4581.50000 36652.00| 5000.00000 40000.00| 250.00000 2000.00 NS BR. SUPERSTR. WID./REPAIR BR. | | | SUPERSTR. WID./REPAIR EXPANSION JOINT | | | RECONSTRUCTION | | | 0150 68904 8.000 EA | 3500.00000 28000.00| 5000.00000 40000.00| 8500.00000 68000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BEARING REPLACEMENT TYPE A| | | 0160 68904 18.000 EA | 3000.00000 54000.00| 5000.00000 90000.00| 8500.00000 153000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BEARING REPLACEMENT TYPE B| | | 0170 68908 LUMP| 6880.00000 6880.00| 15000.00000 15000.00| 12000.00000 12000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC SURF COLOR COATING | | | (STR. 1017) | | | 0180 68910 634.000 SY | 118.50000 75129.00| 75.00000 47550.00| 125.00000 79250.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SILICA FUME HYD CEM CONC 1 | | | 1/4" - 2 1/2" | | | 0190 69500 4.000 SY | 1190.50000 4762.00| 2000.00000 8000.00| 1200.00000 4800.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 548,164.50| $ 630,068.00| $ 633,159.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 548,164.50| $ 630,068.00| $ 633,159.06 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -1 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/12/09 COMPLETION DATE PROJECT(S) : 0058-046-108,B620 FED # NONE 0058-046-108,C501 FED # NONE 0058-046-108,C501 FED # NONE OTHERS CONTRACT DESCRIPTION: BRIDGE AND APPROACHES OVER BLACKWATER RIVER FR: 0.227 KM W. CL CITY OF FRANKLIN TO: 0.253 KM E. ISLE OF WIGHT CL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 4,240,757.40 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 4,651,018.00 109.6742% 3 A003 ABERNATHY CONSTRUCTION CORPORATION $ 4,669,696.60 110.1147% 4 W140 WATERFRONT MARINE CONSTRUCTION, INC. $ 4,813,503.00 113.5057% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 4,987,785.87 117.6154% 6 W488 E. V. WILLIAMS, INC. $ 5,112,425.00 120.5545% ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 232000.00000 232000.00| 250000.00000 250000.00| 260000.00000 260000.00 MOBILIZATION | | | 0020 00101 LUMP| 30000.00000 30000.00| 31000.00000 31000.00| 30000.00000 30000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 21000.00000 21000.00| 7550.00000 7550.00| 70000.00000 70000.00 CLEARING AND GRUBBING | | | 0040 00120 5593.000 CU M| 16.00000 89488.00| 8.50000 47540.50| 15.00000 83895.00 REGULAR EXCAVATION | | | 0050 00155 2242.000 SQ M| 3.00000 6726.00| 4.00000 8968.00| 4.85000 10873.70 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -2 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00280 17618.000 CU M| 16.00000 281888.00| 16.00000 281888.00| 19.00000 334742.00 SELECT MATL. TY. II MIN. CBR-20 | | | 0070 00306 677.000 MTON| 48.00000 32496.00| 33.00000 22341.00| 40.00000 27080.00 NS SELECT MATERIAL SELECT MATERIAL AGGR | | | NO. 10 SCREENINGS | | | 0080 00506 90.000 MTON| 40.00000 3600.00| 55.00000 4950.00| 53.00000 4770.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 STONE | | | 0090 00525 3.000 CU M| 1500.00000 4500.00| 850.00000 2550.00| 1300.00000 3900.00 CONCRETE CLASS 20 MISC. | | | 0100 01152 154.000 M | 145.00000 22330.00| 200.00000 30800.00| 322.00000 49588.00 375 MM CONC. PIPE | | | 0110 01182 1.000 M | 3600.00000 3600.00| 1600.00000 1600.00| 1520.00000 1520.00 450 MM CONC. PIPE | | | 0120 01242 176.000 M | 270.00000 47520.00| 270.00000 47520.00| 270.00000 47520.00 600 MM CONC. PIPE | | | 0130 01302 36.000 M | 300.00000 10800.00| 395.00000 14220.00| 430.00000 15480.00 750 MM CONC. PIPE | | | 0140 01362 73.000 M | 480.00000 35040.00| 870.00000 63510.00| 480.00000 35040.00 900 MM CONC. PIPE | | | 0150 06241 1.000 EA | 1300.00000 1300.00| 805.00000 805.00| 1300.00000 1300.00 600 MM END SECTION ES-1 | | | 0160 06361 1.000 EA | 1900.00000 1900.00| 1750.00000 1750.00| 1500.00000 1500.00 900 MM END SECTION ES-1 | | | 0170 06740 8.000 EA | 2400.00000 19200.00| 2600.00000 20800.00| 1950.00000 15600.00 DROP INLET DI-1 | | | 0180 06815 2.000 EA | 2700.00000 5400.00| 3100.00000 6200.00| 2050.00000 4100.00 DROP INLET DI-3A | | | 0190 06817 3.000 EA | 3700.00000 11100.00| 3950.00000 11850.00| 2600.00000 7800.00 DROP INLET DI-3B, L= 1.2 M | | | 0200 06818 1.000 EA | 3700.00000 3700.00| 3900.00000 3900.00| 1900.00000 1900.00 DROP INLET DI-3B, L= 1.8 M | | | 0210 06819 4.000 EA | 3600.00000 14400.00| 3900.00000 15600.00| 3000.00000 12000.00 DROP INLET DI-3B, L= 2.4 M | | | 0220 06821 1.000 EA | 6500.00000 6500.00| 3950.00000 3950.00| 5200.00000 5200.00 DROP INLET DI-3B, L= 3.6 M | | | 0230 06827 2.000 EA | 5400.00000 10800.00| 5500.00000 11000.00| 3500.00000 7000.00 DROP INLET DI-3BB, L= 1.8 M | | | 0240 06837 3.000 EA | 5200.00000 15600.00| 5350.00000 16050.00| 3700.00000 11100.00 DROP INLET DI-3C, L= 3.0 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -3 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 06853 1.000 EA | 4200.00000 4200.00| 4450.00000 4450.00| 3400.00000 3400.00 DROP INLET DI-3E, L= 1.2 M | | | 0260 09056 8.000 M | 2000.00000 16000.00| 1850.00000 14800.00| 2000.00000 16000.00 MANHOLE MH-1 OR 2 | | | 0270 09057 4.000 EA | 350.00000 1400.00| 410.00000 1640.00| 390.00000 1560.00 FRAME & COVER MH-1 | | | 0280 09150 16.000 MTON| 215.00000 3440.00| 130.00000 2080.00| 79.00000 1264.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0290 10128 2183.000 MTON| 28.00000 61124.00| 36.00000 78588.00| 38.00000 82954.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0300 10610 1013.000 MTON| 80.00000 81040.00| 84.00000 85092.00| 89.00000 90157.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0310 10612 796.000 MTON| 77.00000 61292.00| 91.00000 72436.00| 87.00000 69252.00 ASPHALT CONCRETE BASE COURSE TY. BM-25. | | | 0320 10630 8567.000 SQ M| 4.00000 34268.00| 2.00000 17134.00| 6.90000 59112.30 FLEXIBLE PAVEMENT PLANING | | | 0330 10635 637.000 MTON| 84.00000 53508.00| 87.00000 55419.00| 93.00000 59241.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0340 11030 7060.000 KG | 2.25000 15885.00| 1.90000 13414.00| 2.20000 15532.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0350 11070 224.000 M | 20.00000 4480.00| 22.00000 4928.00| 48.00000 10752.00 NS SAW CUT SAW CUT CURB, GUTTER, | | | ENTRANCE FULL DEPTH | | | 0360 11070 143.000 M | 40.00000 5720.00| 17.00000 2431.00| 71.00000 10153.00 NS SAW CUT SAW CUT FULL DEPTH - COMB | | | FLEX & RIGID PAVEMENT | | | 0370 11070 206.000 M | 30.00000 6180.00| 12.00000 2472.00| 81.00000 16686.00 NS SAW CUT SAW CUT FULL DEPTH - | | | FLEXIBLE PAVEMENT | | | 0380 11070 6.000 M | 220.00000 1320.00| 5.00000 30.00| 120.00000 720.00 NS SAW CUT SAW CUT SIDEWALK - FULL DEPT | | | 0390 12600 578.000 M | 90.00000 52020.00| 71.00000 41038.00| 46.00000 26588.00 STD. COMB. CURB & GUTTER CG-6 | | | 0400 12940 52.000 SQ M| 50.00000 2600.00| 90.00000 4680.00| 72.00000 3744.00 ENTRANCE GUTTER CG-9D | | | 0410 13108 2.000 SQ M| 270.00000 540.00| 1000.00000 2000.00| 550.00000 1100.00 CG-12 DETECTABLE WARNING SURFACE | | | 0420 13114 588.000 SQ M| 50.00000 29400.00| 89.00000 52332.00| 70.00000 41160.00 ENTRANCE GUTTER CG-13 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -4 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 13210 22.000 EA | 100.00000 2200.00| 145.00000 3190.00| 380.00000 8360.00 R/W MONUMENT RM-1 | | | 0440 13212 3.000 EA | 50.00000 150.00| 28.00000 84.00| 105.00000 315.00 R/W MONUMENT RM-2 | | | 0450 13220 963.000 SQ M| 38.00000 36594.00| 76.00000 73188.00| 41.00000 39483.00 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0460 13222 102.000 SQ M| 48.00000 4896.00| 140.00000 14280.00| 52.00000 5304.00 HYDRAULIC CEMENT CONC. SIDEWALK 175MM | | | 0470 13232 742.000 SQ M| 3.00000 2226.00| 4.00000 2968.00| 10.00000 7420.00 GEOTEXTILE DRAINAGE FABRIC | | | 0480 13320 145.000 M | 60.00000 8700.00| 60.00000 8700.00| 83.00000 12035.00 GUARDRAIL GR-2 | | | 0490 13331 16.000 M | 100.00000 1600.00| 67.00000 1072.00| 92.00000 1472.00 RAD. GUARDRAIL GR-2 | | | 0500 13345 4.000 EA | 2500.00000 10000.00| 2600.00000 10400.00| 1900.00000 7600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0510 13383 4.000 EA | 1800.00000 7200.00| 1700.00000 6800.00| 1750.00000 7000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0520 13400 156.000 M | 12.00000 1872.00| 11.00000 1716.00| 16.00000 2496.00 NS GUARDRAIL GUARDRAIL REMOVE EXISTING | | | 0530 14260 66.000 MTON| 31.00000 2046.00| 40.00000 2640.00| 52.00000 3432.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0540 24152 2.000 EA | 500.00000 1000.00| 315.00000 630.00| 660.00000 1320.00 TYPE III BARRICADE 2.4 M | | | 0550 24160 362.000 SQ M| 120.00000 43440.00| 1.00000 362.00| 65.00000 23530.00 CONSTRUCTION SIGNS | | | 0560 24278 29250.000 DAY | 0.50000 14625.00| 0.20000 5850.00| 1.10000 32175.00 GROUP 2 CHANNELIZING DEVICES | | | 0570 24279 450.000 HR | 10.00000 4500.00| 10.00000 4500.00| 8.00000 3600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0580 24281 1200.000 HR | 5.00000 6000.00| 3.00000 3600.00| 7.00000 8400.00 ELECTRONIC ARROW | | | 0590 24282 2440.000 HR | 20.00000 48800.00| 30.00000 73200.00| 17.00000 41480.00 FLAGGER SERVICE | | | 0600 24400 47.000 UNIT| 500.00000 23500.00| 665.00000 31255.00| 600.00000 28200.00 OBSCURING ROADWAY | | | 0610 24420 2816.000 SQ M| 15.00000 42240.00| 12.00000 33792.00| 8.00000 22528.00 DEMOLITION OF PAVEMENT (RIGID) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -5 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 24430 2467.000 SQ M| 6.00000 14802.00| 9.00000 22203.00| 7.00000 17269.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0630 25505 17.000 MO | 2000.00000 34000.00| 1950.00000 33150.00| 3200.00000 54400.00 FIELD OFFICE TY.I | | | 0640 26126 388.000 SQ M| 75.00000 29100.00| 155.00000 60140.00| 146.00000 56648.00 DRY RIPRAP CL. I 650 MM | | | 0650 27022 1.000 HA | 30000.00000 30000.00| 54000.00000 54000.00| 25000.00000 25000.00 TOPSOIL CL. B 50 MM | | | 0660 27102 179.000 KG | 36.00000 6444.00| 67.00000 11993.00| 39.00000 6981.00 REGULAR SEED | | | 0670 27103 112.000 KG | 5.00000 560.00| 40.00000 4480.00| 35.00000 3920.00 OVERSEEDING | | | 0680 27215 1.000 MTON| 1500.00000 1500.00| 1200.00000 1200.00| 1100.00000 1100.00 FERTILIZER(15-30-15) | | | 0690 27250 5.000 MTON| 200.00000 1000.00| 155.00000 775.00| 750.00000 3750.00 LIME | | | 0700 27284 648.000 SQ M| 4.00000 2592.00| 1.50000 972.00| 1.70000 1101.60 EROSION CONTROL MULCH | | | 0710 27410 1.000 EA | 1000.00000 1000.00| 1650.00000 1650.00| 530.00000 530.00 CHECK DAM, ROCK TY. I | | | 0720 27422 3.000 EA | 500.00000 1500.00| 4650.00000 13950.00| 650.00000 1950.00 DEWATERING BASIN | | | 0730 27430 459.000 CU M| 13.00000 5967.00| 13.00000 5967.00| 13.00000 5967.00 SILTATION CONTROL EXCAVATION | | | 0740 27440 12.000 HR | 40.00000 480.00| 34.00000 408.00| 150.00000 1800.00 MOWING | | | 0750 27450 10.000 EA | 350.00000 3500.00| 205.00000 2050.00| 195.00000 1950.00 DROP INLET SILT TRAP, TYPE A | | | 0760 27460 17.000 EA | 450.00000 7650.00| 205.00000 3485.00| 110.00000 1870.00 DROP INLET SILT TRAP, TYPE B | | | 0770 27505 751.000 M | 7.00000 5257.00| 9.00000 6759.00| 9.00000 6759.00 TEMP. SILT FENCE | | | 0780 27506 622.000 M | 5.00000 3110.00| 9.00000 5598.00| 7.00000 4354.00 TEMP. FILTER BARRIER | | | 0790 27526 136.000 M | 60.00000 8160.00| 72.00000 9792.00| 58.00000 7888.00 TURBIDITY CURTAIN, IMPERVIOUS | | | 0800 40002 16.000 M | 70.00000 1120.00| 325.00000 5200.00| 181.00000 2896.00 20 MM WATER SERVICE LINE | | | 0810 40006 18.000 M | 125.00000 2250.00| 155.00000 2790.00| 270.00000 4860.00 50 MM WATER SERVICE LINE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -6 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 40061 38.000 M | 95.00000 3610.00| 360.00000 13680.00| 165.00000 6270.00 150 MM DI WATER MAIN | | | 0830 40081 421.000 M | 95.00000 39995.00| 295.00000 124195.00| 245.00000 103145.00 200 MM DI WATER MAIN | | | 0840 41006 3.000 EA | 1300.00000 3900.00| 1850.00000 5550.00| 1100.00000 3300.00 150 MM GATE VALVE & BOX | | | 0850 41008 4.000 EA | 1800.00000 7200.00| 2150.00000 8600.00| 1300.00000 5200.00 200 MM GATE VALVE & BOX | | | 0860 41104 3.000 EA | 300.00000 900.00| 815.00000 2445.00| 490.00000 1470.00 ADJUST EXIST. VALVE BOX | | | 0870 41820 2.000 EA | 2500.00000 5000.00| 2850.00000 5700.00| 2600.00000 5200.00 FIRE HYDRANT | | | 0880 41840 2.000 EA | 1400.00000 2800.00| 1650.00000 3300.00| 1600.00000 3200.00 50 MM AIR RELEASE VALVE & BOX | | | 0890 41976 3.000 EA | 350.00000 1050.00| 1400.00000 4200.00| 800.00000 2400.00 RELOC. EXIST. WATER METER & BOX | | | 0900 41982 2.000 EA | 4600.00000 9200.00| 1700.00000 3400.00| 1800.00000 3600.00 NS WATER FACILITIES WATER FACILITIES | | | 200MM FLEXIBLE EXPANSION JOINTS | | | 0910 41982 1.000 EA | 9100.00000 9100.00| 16000.00000 16000.00| 15500.00000 15500.00 NS WATER FACILITIES WATER FACILITIES | | | RELOCATE EXIST. 0.20M WATER METER ASSEMB| | | 0920 41982 1.000 EA | 5000.00000 5000.00| 3200.00000 3200.00| 4600.00000 4600.00 NS WATER FACILITIES WATER FACILITIES | | | RELOCATE EXIST. SAMPLING STATION | | | 0930 50108 12.000 SQ M| 210.00000 2520.00| 210.00000 2520.00| 700.00000 8400.00 SIGN PANEL | | | 0940 50900 47.000 M | 70.00000 3290.00| 71.00000 3337.00| 70.00000 3290.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STEEL 50MM SQ. W/ANCHOR | | | 0950 50900 8.000 M | 105.00000 840.00| 110.00000 880.00| 110.00000 880.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STEEL 63MMM SQ. W/SLIP BASE | | | 0960 54032 2160.000 M | 1.35000 2916.00| 1.50000 3240.00| 2.50000 5400.00 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 0970 54042 114.000 M | 10.00000 1140.00| 10.00000 1140.00| 21.00000 2394.00 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 0980 54105 209.000 M | 2.10000 438.90| 2.00000 418.00| 8.00000 1672.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -7 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 54217 80.000 EA | 44.00000 3520.00| 45.00000 3600.00| 34.00000 2720.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1000 54240 18.000 EA | 9.00000 162.00| 9.00000 162.00| 12.00000 216.00 TEMP. PAVE. MARKER 1 WAY | | | 1010 54242 80.000 EA | 9.00000 720.00| 9.00000 720.00| 12.00000 960.00 TEMP. PAVE. MARKER 2 WAY | | | 1020 54300 2.000 EA | 110.00000 220.00| 110.00000 220.00| 140.00000 280.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1030 54512 6960.000 M | 4.00000 27840.00| 4.00000 27840.00| 4.00000 27840.00 CONSTR.PAVE.MARK. (TY.D,CL.II)100 MM | | | 1040 54524 15.000 M | 30.00000 450.00| 32.00000 480.00| 50.00000 750.00 CONSTR.PAVE.MARK. (TY.D,CL.II)600 MM | | | 1050 60404 474.000 CU M| 875.00000 414750.00| 1200.00000 568800.00| 1040.00000 492960.00 CONCRETE CLASS 30 | | | 1060 60450 72.000 CU M| 400.00000 28800.00| 570.00000 41040.00| 710.00000 51120.00 CONCRETE CLASS 30 BRIDGE APPR. SLAB | | | 1070 60490 1326.000 SQ M| 3.00000 3978.00| 3.00000 3978.00| 6.30000 8353.80 BRIDGE DECK GROOVING | | | 1080 61336 40.000 EA | 13000.00000 520000.00| 9700.00000 388000.00| 10700.00000 428000.00 PRESTR. CONC. I BEAM TYPE III (21M TO | | | 23M) | | | 1090 61705 44875.000 KG | 2.70000 121162.50| 2.50000 112187.50| 2.40000 107700.00 EPOXY COATED REINF. STEEL | | | 1100 62018 170.000 M | 650.00000 110500.00| 680.00000 115600.00| 595.00000 101150.00 RAILING, ALUMINUM | | | 1110 62501 41.000 M | 110.00000 4510.00| 85.00000 3485.00| 56.00000 2296.00 PREFORMED ELASTOMERIC JOINT SEALER 51 M | | | 1120 64011 110.000 CU M| 80.00000 8800.00| 74.00000 8140.00| 80.00000 8800.00 STRUCTURE EXCAVATION | | | 1130 64045 300.000 SQ M| 340.00000 102000.00| 245.00000 73500.00| 180.00000 54000.00 TEMPORARY SHEET PILING | | | 1140 64101 2.000 EA | 6000.00000 12000.00| 3800.00000 7600.00| 8600.00000 17200.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 1150 64412 924.000 M | 100.00000 92400.00| 185.00000 170940.00| 93.00000 85932.00 PRESTR. CONCRETE PILES 300 MM | | | 1160 64424 624.000 M | 360.00000 224640.00| 370.00000 230880.00| 320.00000 199680.00 PRESTR.CONCRETE PILES 600 MM | | | 1170 64808 50.000 M | 125.00000 6250.00| 355.00000 17750.00| 320.00000 16000.00 DRIVING TEST FOR 300 MM PRESTR. CONC. | | | PILE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -8 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) C097 |( 3 ) A003 |ENGLISH CONSTRUCTION COMPAN |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 64868 87.000 M | 450.00000 39150.00| 540.00000 46980.00| 720.00000 62640.00 DRIVING TEST FOR 600 MM PRESTR. CONC. | | | PILE | | | 1190 65014 5.000 CU M| 1000.00000 5000.00| 2050.00000 10250.00| 1200.00000 6000.00 CONCRETE CLASS 30 | | | 1200 65015 228.000 CU M| 700.00000 159600.00| 960.00000 218880.00| 1030.00000 234840.00 CONCRETE CLASS 25 | | | 1210 65200 1660.000 KG | 2.25000 3735.00| 2.00000 3320.00| 1.97000 3270.20 REINF. STEEL | | | 1220 65205 10820.000 KG | 2.70000 29214.00| 2.75000 29755.00| 2.50000 27050.00 EPOXY COATED REINF. STEEL | | | 1230 66115 LUMP| 156000.00000 156000.00| 160000.00000 160000.00| 155000.00000 155000.00 TEMP. CAUSEWAY | | | 1240 66127 618.000 MTON| 65.00000 40170.00| 45.00000 27810.00| 75.00000 46350.00 DRY RIPRAP CL. I 650 MM | | | 1250 67350 LUMP| 110000.00000 110000.00| 86000.00000 86000.00| 105000.00000 105000.00 NS WATER LINE WATER LINE 219MM | | | 1260 67900 LUMP| 130000.00000 130000.00| 150000.00000 150000.00| 201000.00000 201000.00 NS DISM. & REM. EXIST. STR. DISM. & REM | | | EX. STR. STR. NO. 1972 | | | 1270 70520 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 5200.00000 5200.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | MANGMNT OF PETROLEUM CONTAMINATED SOIL | | | 1280 70525 144.000 MTON| 100.00000 14400.00| 300.00000 43200.00| 160.00000 23040.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | DISPOSAL OF PETROLEUM CONTAMINATED SOIL | | | SECTION TOTALS | $ 4,240,757.40| $ 4,651,018.00| $ 4,669,696.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,240,757.40| $ 4,651,018.00| $ 4,669,696.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -9 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, 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| 270000.00000 270000.00| 250000.00000 250000.00| 300000.00000 300000.00 MOBILIZATION | | | 0020 00101 LUMP| 68000.00000 68000.00| 100000.00000 100000.00| 15200.00000 15200.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 24000.00000 24000.00| 100000.00000 100000.00| 10800.00000 10800.00 CLEARING AND GRUBBING | | | 0040 00120 5593.000 CU M| 14.00000 78302.00| 15.00000 83895.00| 11.00000 61523.00 REGULAR EXCAVATION | | | 0050 00155 2242.000 SQ M| 4.00000 8968.00| 4.00000 8968.00| 2.00000 4484.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0060 00280 17618.000 CU M| 24.00000 422832.00| 20.00000 352360.00| 11.00000 193798.00 SELECT MATL. TY. II MIN. CBR-20 | | | 0070 00306 677.000 MTON| 43.00000 29111.00| 29.00000 19633.00| 27.00000 18279.00 NS SELECT MATERIAL SELECT MATERIAL AGGR | | | NO. 10 SCREENINGS | | | 0080 00506 90.000 MTON| 50.00000 4500.00| 31.50000 2835.00| 34.00000 3060.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 STONE | | | 0090 00525 3.000 CU M| 2100.00000 6300.00| 1485.00000 4455.00| 1100.00000 3300.00 CONCRETE CLASS 20 MISC. | | | 0100 01152 154.000 M | 182.00000 28028.00| 128.00000 19712.00| 200.00000 30800.00 375 MM CONC. PIPE | | | 0110 01182 1.000 M | 2700.00000 2700.00| 1342.00000 1342.00| 770.00000 770.00 450 MM CONC. PIPE | | | 0120 01242 176.000 M | 255.00000 44880.00| 185.00000 32560.00| 300.00000 52800.00 600 MM CONC. PIPE | | | 0130 01302 36.000 M | 360.00000 12960.00| 324.50000 11682.00| 330.00000 11880.00 750 MM CONC. PIPE | | | 0140 01362 73.000 M | 435.00000 31755.00| 376.00000 27448.00| 500.00000 36500.00 900 MM CONC. PIPE | | | 0150 06241 1.000 EA | 1100.00000 1100.00| 815.00000 815.00| 1200.00000 1200.00 600 MM END SECTION ES-1 | | | 0160 06361 1.000 EA | 2600.00000 2600.00| 1548.00000 1548.00| 1600.00000 1600.00 900 MM END SECTION ES-1 | | | 0170 06740 8.000 EA | 2300.00000 18400.00| 1787.00000 14296.00| 2700.00000 21600.00 DROP INLET DI-1 | | | 0180 06815 2.000 EA | 2550.00000 5100.00| 2228.00000 4456.00| 2700.00000 5400.00 DROP INLET DI-3A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -10 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 06817 3.000 EA | 3500.00000 10500.00| 2843.00000 8529.00| 3500.00000 10500.00 DROP INLET DI-3B, L= 1.2 M | | | 0200 06818 1.000 EA | 3700.00000 3700.00| 3243.00000 3243.00| 3900.00000 3900.00 DROP INLET DI-3B, L= 1.8 M | | | 0210 06819 4.000 EA | 3900.00000 15600.00| 3118.00000 12472.00| 4000.00000 16000.00 DROP INLET DI-3B, L= 2.4 M | | | 0220 06821 1.000 EA | 4800.00000 4800.00| 5500.00000 5500.00| 3800.00000 3800.00 DROP INLET DI-3B, L= 3.6 M | | | 0230 06827 2.000 EA | 5300.00000 10600.00| 3500.00000 7000.00| 4800.00000 9600.00 DROP INLET DI-3BB, L= 1.8 M | | | 0240 06837 3.000 EA | 4900.00000 14700.00| 3870.00000 11610.00| 4600.00000 13800.00 DROP INLET DI-3C, L= 3.0 M | | | 0250 06853 1.000 EA | 4525.00000 4525.00| 2555.00000 2555.00| 4400.00000 4400.00 DROP INLET DI-3E, L= 1.2 M | | | 0260 09056 8.000 M | 2300.00000 18400.00| 1481.00000 11848.00| 1400.00000 11200.00 MANHOLE MH-1 OR 2 | | | 0270 09057 4.000 EA | 760.00000 3040.00| 336.00000 1344.00| 350.00000 1400.00 FRAME & COVER MH-1 | | | 0280 09150 16.000 MTON| 140.00000 2240.00| 70.00000 1120.00| 47.00000 752.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0290 10128 2183.000 MTON| 41.00000 89503.00| 23.15000 50536.45| 24.00000 52392.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0300 10610 1013.000 MTON| 100.00000 101300.00| 84.00000 85092.00| 87.00000 88131.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0310 10612 796.000 MTON| 115.00000 91540.00| 82.50000 65670.00| 83.00000 66068.00 ASPHALT CONCRETE BASE COURSE TY. BM-25. | | | 0320 10630 8567.000 SQ M| 2.00000 17134.00| 1.50000 12850.50| 2.00000 17134.00 FLEXIBLE PAVEMENT PLANING | | | 0330 10635 637.000 MTON| 93.00000 59241.00| 90.40000 57584.80| 90.00000 57330.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0340 11030 7060.000 KG | 2.50000 17650.00| 2.00000 14120.00| 3.00000 21180.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0350 11070 224.000 M | 13.00000 2912.00| 15.70000 3516.80| 21.00000 4704.00 NS SAW CUT SAW CUT CURB, GUTTER, | | | ENTRANCE FULL DEPTH | | | 0360 11070 143.000 M | 24.00000 3432.00| 24.00000 3432.00| 38.00000 5434.00 NS SAW CUT SAW CUT FULL DEPTH - COMB | | | FLEX & RIGID PAVEMENT | | | 0370 11070 206.000 M | 16.00000 3296.00| 18.90000 3893.40| 26.00000 5356.00 NS SAW CUT SAW CUT FULL DEPTH - | | | FLEXIBLE PAVEMENT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -11 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 11070 6.000 M | 43.00000 258.00| 36.90000 221.40| 230.00000 1380.00 NS SAW CUT SAW CUT SIDEWALK - FULL DEPT | | | 0390 12600 578.000 M | 95.00000 54910.00| 43.00000 24854.00| 57.00000 32946.00 STD. COMB. CURB & GUTTER CG-6 | | | 0400 12940 52.000 SQ M| 116.00000 6032.00| 81.90000 4258.80| 120.00000 6240.00 ENTRANCE GUTTER CG-9D | | | 0410 13108 2.000 SQ M| 1625.00000 3250.00| 77.70000 155.40| 500.00000 1000.00 CG-12 DETECTABLE WARNING SURFACE | | | 0420 13114 588.000 SQ M| 136.00000 79968.00| 81.90000 48157.20| 85.00000 49980.00 ENTRANCE GUTTER CG-13 | | | 0430 13210 22.000 EA | 275.00000 6050.00| 150.00000 3300.00| 180.00000 3960.00 R/W MONUMENT RM-1 | | | 0440 13212 3.000 EA | 180.00000 540.00| 105.00000 315.00| 150.00000 450.00 R/W MONUMENT RM-2 | | | 0450 13220 963.000 SQ M| 53.00000 51039.00| 56.70000 54602.10| 49.00000 47187.00 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0460 13222 102.000 SQ M| 58.00000 5916.00| 67.20000 6854.40| 93.00000 9486.00 HYDRAULIC CEMENT CONC. SIDEWALK 175MM | | | 0470 13232 742.000 SQ M| 5.00000 3710.00| 4.00000 2968.00| 4.00000 2968.00 GEOTEXTILE DRAINAGE FABRIC | | | 0480 13320 145.000 M | 80.00000 11600.00| 85.00000 12325.00| 88.00000 12760.00 GUARDRAIL GR-2 | | | 0490 13331 16.000 M | 112.00000 1792.00| 94.50000 1512.00| 97.00000 1552.00 RAD. GUARDRAIL GR-2 | | | 0500 13345 4.000 EA | 3000.00000 12000.00| 1942.50000 7770.00| 2000.00000 8000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0510 13383 4.000 EA | 2325.00000 9300.00| 1732.50000 6930.00| 1800.00000 7200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0520 13400 156.000 M | 33.00000 5148.00| 21.00000 3276.00| 22.00000 3432.00 NS GUARDRAIL GUARDRAIL REMOVE EXISTING | | | 0530 14260 66.000 MTON| 92.00000 6072.00| 28.00000 1848.00| 26.00000 1716.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0540 24152 2.000 EA | 388.00000 776.00| 258.00000 516.00| 440.00000 880.00 TYPE III BARRICADE 2.4 M | | | 0550 24160 362.000 SQ M| 148.00000 53576.00| 50.00000 18100.00| 120.00000 43440.00 CONSTRUCTION SIGNS | | | 0560 24278 29250.000 DAY | 0.60000 17550.00| 0.95000 27787.50| 0.90000 26325.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -12 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 24279 450.000 HR | 27.00000 12150.00| 14.50000 6525.00| 5.00000 2250.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0580 24281 1200.000 HR | 10.00000 12000.00| 12.00000 14400.00| 42.00000 50400.00 ELECTRONIC ARROW | | | 0590 24282 2440.000 HR | 32.00000 78080.00| 13.00000 31720.00| 26.00000 63440.00 FLAGGER SERVICE | | | 0600 24400 47.000 UNIT| 420.00000 19740.00| 275.00000 12925.00| 310.00000 14570.00 OBSCURING ROADWAY | | | 0610 24420 2816.000 SQ M| 12.00000 33792.00| 13.00000 36608.00| 11.00000 30976.00 DEMOLITION OF PAVEMENT (RIGID) | | | 0620 24430 2467.000 SQ M| 7.00000 17269.00| 4.50000 11101.50| 6.00000 14802.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0630 25505 17.000 MO | 1200.00000 20400.00| 2800.00000 47600.00| 5000.00000 85000.00 FIELD OFFICE TY.I | | | 0640 26126 388.000 SQ M| 105.00000 40740.00| 61.75000 23959.00| 80.00000 31040.00 DRY RIPRAP CL. I 650 MM | | | 0650 27022 1.000 HA | 37000.00000 37000.00| 6800.00000 6800.00| 37800.00000 37800.00 TOPSOIL CL. B 50 MM | | | 0660 27102 179.000 KG | 48.00000 8592.00| 33.60000 6014.40| 35.00000 6265.00 REGULAR SEED | | | 0670 27103 112.000 KG | 36.00000 4032.00| 5.00000 560.00| 5.00000 560.00 OVERSEEDING | | | 0680 27215 1.000 MTON| 1700.00000 1700.00| 1155.00000 1155.00| 1200.00000 1200.00 FERTILIZER(15-30-15) | | | 0690 27250 5.000 MTON| 540.00000 2700.00| 157.50000 787.50| 160.00000 800.00 LIME | | | 0700 27284 648.000 SQ M| 2.00000 1296.00| 3.15000 2041.20| 3.00000 1944.00 EROSION CONTROL MULCH | | | 0710 27410 1.000 EA | 770.00000 770.00| 200.00000 200.00| 4500.00000 4500.00 CHECK DAM, ROCK TY. I | | | 0720 27422 3.000 EA | 1600.00000 4800.00| 750.00000 2250.00| 1000.00000 3000.00 DEWATERING BASIN | | | 0730 27430 459.000 CU M| 8.00000 3672.00| 9.00000 4131.00| 12.00000 5508.00 SILTATION CONTROL EXCAVATION | | | 0740 27440 12.000 HR | 81.00000 972.00| 57.75000 693.00| 25.00000 300.00 MOWING | | | 0750 27450 10.000 EA | 288.00000 2880.00| 167.50000 1675.00| 1500.00000 15000.00 DROP INLET SILT TRAP, TYPE A | | | 0760 27460 17.000 EA | 235.00000 3995.00| 211.50000 3595.50| 1500.00000 25500.00 DROP INLET SILT TRAP, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -13 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 27505 751.000 M | 13.00000 9763.00| 8.00000 6008.00| 12.00000 9012.00 TEMP. SILT FENCE | | | 0780 27506 622.000 M | 13.00000 8086.00| 7.60000 4727.20| 12.00000 7464.00 TEMP. FILTER BARRIER | | | 0790 27526 136.000 M | 112.00000 15232.00| 70.50000 9588.00| 110.00000 14960.00 TURBIDITY CURTAIN, IMPERVIOUS | | | 0800 40002 16.000 M | 152.00000 2432.00| 116.20000 1859.20| 32.00000 512.00 20 MM WATER SERVICE LINE | | | 0810 40006 18.000 M | 385.00000 6930.00| 187.50000 3375.00| 77.00000 1386.00 50 MM WATER SERVICE LINE | | | 0820 40061 38.000 M | 160.00000 6080.00| 210.00000 7980.00| 320.00000 12160.00 150 MM DI WATER MAIN | | | 0830 40081 421.000 M | 190.00000 79990.00| 195.00000 82095.00| 220.00000 92620.00 200 MM DI WATER MAIN | | | 0840 41006 3.000 EA | 1300.00000 3900.00| 1305.00000 3915.00| 870.00000 2610.00 150 MM GATE VALVE & BOX | | | 0850 41008 4.000 EA | 1800.00000 7200.00| 1493.00000 5972.00| 1100.00000 4400.00 200 MM GATE VALVE & BOX | | | 0860 41104 3.000 EA | 365.00000 1095.00| 800.00000 2400.00| 270.00000 810.00 ADJUST EXIST. VALVE BOX | | | 0870 41820 2.000 EA | 3300.00000 6600.00| 2440.00000 4880.00| 2300.00000 4600.00 FIRE HYDRANT | | | 0880 41840 2.000 EA | 1100.00000 2200.00| 1562.00000 3124.00| 1000.00000 2000.00 50 MM AIR RELEASE VALVE & BOX | | | 0890 41976 3.000 EA | 900.00000 2700.00| 645.75000 1937.25| 740.00000 2220.00 RELOC. EXIST. WATER METER & BOX | | | 0900 41982 2.000 EA | 5500.00000 11000.00| 4868.00000 9736.00| 1300.00000 2600.00 NS WATER FACILITIES WATER FACILITIES | | | 200MM FLEXIBLE EXPANSION JOINTS | | | 0910 41982 1.000 EA | 15500.00000 15500.00| 927.00000 927.00| 14100.00000 14100.00 NS WATER FACILITIES WATER FACILITIES | | | RELOCATE EXIST. 0.20M WATER METER ASSEMB| | | 0920 41982 1.000 EA | 3200.00000 3200.00| 1076.00000 1076.00| 2400.00000 2400.00 NS WATER FACILITIES WATER FACILITIES | | | RELOCATE EXIST. SAMPLING STATION | | | 0930 50108 12.000 SQ M| 350.00000 4200.00| 417.00000 5004.00| 430.00000 5160.00 SIGN PANEL | | | 0940 50900 47.000 M | 87.00000 4089.00| 70.00000 3290.00| 240.00000 11280.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STEEL 50MM SQ. W/ANCHOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -14 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 50900 8.000 M | 143.00000 1144.00| 127.00000 1016.00| 130.00000 1040.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STEEL 63MMM SQ. W/SLIP BASE | | | 0960 54032 2160.000 M | 0.70000 1512.00| 3.50000 7560.00| 4.00000 8640.00 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 0970 54042 114.000 M | 5.00000 570.00| 5.93000 676.02| 6.00000 684.00 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 0980 54105 209.000 M | 7.00000 1463.00| 3.30000 689.70| 3.00000 627.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0990 54217 80.000 EA | 17.00000 1360.00| 33.60000 2688.00| 32.00000 2560.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1000 54240 18.000 EA | 41.00000 738.00| 9.45000 170.10| 10.00000 180.00 TEMP. PAVE. MARKER 1 WAY | | | 1010 54242 80.000 EA | 10.00000 800.00| 8.25000 660.00| 8.00000 640.00 TEMP. PAVE. MARKER 2 WAY | | | 1020 54300 2.000 EA | 460.00000 920.00| 525.00000 1050.00| 540.00000 1080.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1030 54512 6960.000 M | 4.00000 27840.00| 2.83000 19696.80| 3.00000 20880.00 CONSTR.PAVE.MARK. (TY.D,CL.II)100 MM | | | 1040 54524 15.000 M | 161.00000 2415.00| 26.25000 393.75| 27.00000 405.00 CONSTR.PAVE.MARK. (TY.D,CL.II)600 MM | | | 1050 60404 474.000 CU M| 652.00000 309048.00| 910.00000 431340.00| 1700.00000 805800.00 CONCRETE CLASS 30 | | | 1060 60450 72.000 CU M| 530.00000 38160.00| 700.00000 50400.00| 960.00000 69120.00 CONCRETE CLASS 30 BRIDGE APPR. SLAB | | | 1070 60490 1326.000 SQ M| 5.00000 6630.00| 5.00000 6630.00| 3.00000 3978.00 BRIDGE DECK GROOVING | | | 1080 61336 40.000 EA | 16000.00000 640000.00| 12000.00000 480000.00| 14500.00000 580000.00 PRESTR. CONC. I BEAM TYPE III (21M TO | | | 23M) | | | 1090 61705 44875.000 KG | 3.00000 134625.00| 2.80000 125650.00| 3.00000 134625.00 EPOXY COATED REINF. STEEL | | | 1100 62018 170.000 M | 800.00000 136000.00| 800.00000 136000.00| 650.00000 110500.00 RAILING, ALUMINUM | | | 1110 62501 41.000 M | 65.00000 2665.00| 108.00000 4428.00| 160.00000 6560.00 PREFORMED ELASTOMERIC JOINT SEALER 51 M | | | 1120 64011 110.000 CU M| 48.00000 5280.00| 73.00000 8030.00| 37.00000 4070.00 STRUCTURE EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/21/08 PAGE : A44 -15 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C0017142C01 COUNTIES : ISLE OF WIGHT LETTING DATE : 03/26/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) W140 |( 5 ) K006 |( 6 ) W488 |WATERFRONT MARINE CONSTRUCT |KEY CONSTRUCTION COMPANY, I |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 64045 300.000 SQ M| 130.00000 39000.00| 210.00000 63000.00| 270.00000 81000.00 TEMPORARY SHEET PILING | | | 1140 64101 2.000 EA | 3900.00000 7800.00| 3350.00000 6700.00| 4700.00000 9400.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 1150 64412 924.000 M | 100.00000 92400.00| 135.00000 124740.00| 170.00000 157080.00 PRESTR. CONCRETE PILES 300 MM | | | 1160 64424 624.000 M | 230.00000 143520.00| 422.00000 263328.00| 360.00000 224640.00 PRESTR.CONCRETE PILES 600 MM | | | 1170 64808 50.000 M | 400.00000 20000.00| 350.00000 17500.00| 530.00000 26500.00 DRIVING TEST FOR 300 MM PRESTR. CONC. | | | PILE | | | 1180 64868 87.000 M | 450.00000 39150.00| 900.00000 78300.00| 750.00000 65250.00 DRIVING TEST FOR 600 MM PRESTR. CONC. | | | PILE | | | 1190 65014 5.000 CU M| 1710.00000 8550.00| 990.00000 4950.00| 1500.00000 7500.00 CONCRETE CLASS 30 | | | 1200 65015 228.000 CU M| 755.00000 172140.00| 870.00000 198360.00| 1400.00000 319200.00 CONCRETE CLASS 25 | | | 1210 65200 1660.000 KG | 2.80000 4648.00| 2.10000 3486.00| 3.00000 4980.00 REINF. STEEL | | | 1220 65205 10820.000 KG | 3.00000 32460.00| 2.70000 29214.00| 3.00000 32460.00 EPOXY COATED REINF. STEEL | | | 1230 66115 LUMP| 185000.00000 185000.00| 530000.00000 530000.00| 159200.00000 159200.00 TEMP. CAUSEWAY | | | 1240 66127 618.000 MTON| 80.00000 49440.00| 65.00000 40170.00| 150.00000 92700.00 DRY RIPRAP CL. I 650 MM | | | 1250 67350 LUMP| 95000.00000 95000.00| 110000.00000 110000.00| 8600.00000 8600.00 NS WATER LINE WATER LINE 219MM | | | 1260 67900 LUMP| 222000.00000 222000.00| 200000.00000 200000.00| 143200.00000 143200.00 NS DISM. & REM. EXIST. STR. DISM. & REM | | | EX. STR. STR. NO. 1972 | | | 1270 70520 LUMP| 10000.00000 10000.00| 14700.00000 14700.00| 10000.00000 10000.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | MANGMNT OF PETROLEUM CONTAMINATED SOIL | | | 1280 70525 144.000 MTON| 148.00000 21312.00| 208.00000 29952.00| 50.00000 7200.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | DISPOSAL OF PETROLEUM CONTAMINATED SOIL | | | SECTION TOTALS | $ 4,813,503.00| $ 4,987,785.87| $ 5,112,425.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,813,503.00| $ 4,987,785.87| $ 5,112,425.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : A49 -1 TABULATION OF BIDS CALL ORDER : A49 CONTRACT ID : C00010874M01 COUNTIES : PRINCE GEORGE LETTING DATE : 03/26/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 05/15/09 COMPLETION DATE PROJECT(S) : 0630-074-194, M501 FED # STP-5127(749) CONTRACT DESCRIPTION: 3.058 K.M. GRADE, DRAIN & ASP. PAVE. FROM: 0. 951 KM SOUTH OF RTE. 649 (LAMORE DRIVE) TO: RTE. 0. 156 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C050 RICHARD L. CROWDER CONSTRUCTION, INC. $ 1,999,741.91 100.0000% 2 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 2,093,393.72 104.6832% 3 B850 BRANSCOME, INC. $ 2,228,375.15 111.4331% 4 K003 J. L. KENT & SONS, INC. $ 2,414,405.96 120.7359% 5 M013 JACK L. MASSIE, CONTRACTOR, INC. $ 2,484,395.28 124.2358% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 2,488,704.20 124.4513% 7 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 2,533,198.41 126.6763% 8 D172 DLB, INC. $ 2,812,382.30 140.6373% ==================================================================================================================================== |( 1 ) C050 |( 2 ) H301 |( 3 ) B850 |RICHARD L. CROWDER CONSTRUC |HOWARD BROTHERS CONTRACTOR, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 141862.30000 141862.30| 102000.00000 102000.00| 140000.00000 140000.00 MOBILIZATION | | | 0020 00125 LUMP| 237197.36000 237197.36| 525152.00000 525152.00| 390000.00000 390000.00 GRADING | | | 0030 00128 535.000 CU M| 15.75000 8426.25| 35.00000 18725.00| 23.65000 12652.75 EXTRA EXCAVATION | | | 0040 00140 3000.000 CU M| 20.10000 60300.00| 24.00000 72000.00| 20.00000 60000.00 BORROW EXCAVATION | | | 0050 00211 124.000 CU M| 15.75000 1953.00| 35.00000 4340.00| 21.35000 2647.40 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0060 00355 5150.000 SQ M| 2.17000 11175.50| 0.75000 3862.50| 1.25000 6437.50 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00592 70.000 M | 37.45000 2621.50| 165.00000 11550.00| 28.40000 1988.00 COMB. UNDERDRAIN CD-1&2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : A49 -2 TABULATION OF BIDS CALL ORDER : A49 CONTRACT ID : C00010874M01 COUNTIES : PRINCE GEORGE LETTING DATE : 03/26/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C050 |( 2 ) H301 |( 3 ) B850 |RICHARD L. CROWDER CONSTRUC |HOWARD BROTHERS CONTRACTOR, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00595 29.000 M | 37.45000 1086.05| 100.00000 2900.00| 19.60000 568.40 OUTLET PIPE | | | 0090 00596 16.000 EA | 435.33000 6965.28| 350.00000 5600.00| 665.00000 10640.00 ENDWALL EW-12 | | | 0100 01150 409.000 M | 90.69000 37092.21| 90.00000 36810.00| 150.00000 61350.00 375 MM PIPE | | | 0110 01180 125.000 M | 173.01000 21626.25| 100.00000 12500.00| 175.00000 21875.00 450 MM PIPE | | | 0120 01300 23.000 M | 364.83000 8391.09| 210.00000 4830.00| 300.00000 6900.00 750 MM PIPE | | | 0130 02192 24.000 M | 388.85000 9332.40| 330.00000 7920.00| 310.00000 7440.00 770 MM X 490 MM ELLIPTICAL CONC. PIPE | | | 0140 02292 6.000 M | 869.53000 5217.18| 600.00000 3600.00| 480.00000 2880.00 1150 MM X 730 MM ELLIPTICAL CONC. PIPE | | | 0150 06300 4.000 EA | 1010.29000 4041.16| 1000.00000 4000.00| 1130.00000 4520.00 750 MM END SECTION ES-1 OR 2 | | | 0160 06495 4.000 EA | 1717.15000 6868.60| 1500.00000 6000.00| 1100.00000 4400.00 NS END SECTION END SECTION 770MM X | | | 490MM ES-1A | | | 0170 09150 109.000 MTON| 68.58000 7475.22| 75.00000 8175.00| 58.30000 6354.70 EROSION CONTROL STONE CLASS I, EC-1 | | | 0180 10128 10500.000 MTON| 22.86000 240030.00| 27.50000 288750.00| 24.70000 259350.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0190 10250 1265.000 MTON| 26.59000 33636.35| 26.00000 32890.00| 28.55000 36115.75 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0200 10250 72.000 MTON| 26.59000 1914.48| 30.00000 2160.00| 28.55000 2055.60 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0210 10611 3100.000 MTON| 72.49000 224719.00| 69.20000 214520.00| 75.65000 234515.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0220 10636 2136.000 MTON| 81.40000 173870.40| 78.00000 166608.00| 81.55000 174190.80 ASPHALT CONCRETE TY. SM-9.5D | | | 0230 10643 4135.000 MTON| 66.77000 276093.95| 63.75000 263606.25| 72.80000 301028.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0240 11040 33.000 SQ M| 110.00000 3630.00| 96.00000 3168.00| 69.60000 2296.80 CONCRETE ENTRANCE PAVE. 175 MM | | | 0250 12610 40.000 M | 72.16000 2886.40| 170.00000 6800.00| 68.05000 2722.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0260 13320 345.000 M | 61.60000 21252.00| 59.00000 20355.00| 58.20000 20079.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/11/08 PAGE : A49 -3 TABULATION OF BIDS CALL ORDER : A49 CONTRACT ID : C00010874M01 COUNTIES : PRINCE GEORGE LETTING DATE : 03/26/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C050 |( 2 ) H301 |( 3 ) B850 |RICHARD L. CROWDER CONSTRUC |HOWARD BROTHERS CONTRACTOR, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 13331 18.000 M | 74.80000 1346.40| 71.50000 1287.00| 70.65000 1271.70 RAD. GUARDRAIL GR-2 | | | 0280 13345 1.000 EA | 2557.50000 2557.50| 2500.00000 2500.00| 2420.00000 2420.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0290 13400 59.000 M | 110.00000 6490.00| 105.00000 6195.00| 105.00000 6195.00 NS GUARDRAIL GUARDRAIL GR-10 MOD. | | | 0300 24100 500.000 HR | 40.00000 20000.00| 0.01000 5.00| 43.75000 21875.00 ALLAYING DUST | | | 0310 24152 2.000 EA | 277.20000 554.40| 550.00000 1100.00| 410.00000 820.00 TYPE III BARRICADE 2.4 M | | | 0320 24160 34.000 SQ M| 231.00000 7854.00| 100.00000 3400.00| 425.00000 14450.00 CONSTRUCTION SIGNS | | | 0330 24260 2467.000 MTON| 21.48000 52991.16| 24.00000 59208.00| 21.60000 53287.20 CR. RUN AGGR. NO. 25 OR 26 | | | 0340 24278 15000.000 DAY | 0.55000 8250.00| 1.00000 15000.00| 0.45000 6750.00 GROUP 2 CHANNELIZING DEVICES | | | 0350 24282 3500.000 HR | 20.00000 70000.00| 0.01000 35.00| 16.00000 56000.00 FLAGGER SERVICE | | | 0360 24400 88.000 UNIT| 107.50000 9460.00| 200.00000 17600.00| 19.45000 1711.60 OBSCURING ROADWAY | | | 0370 24410 15000.000 SQ M| 3.00000 45000.00| 2.00000 30000.00| 4.95000 74250.00 DEMOLITION OF PAVEMENT | | | 0380 24601 214.000 M | 11.00000 2354.00| 12.00000 2568.00| 10.40000 2225.60 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0390 25506 12.000 MO | 1562.50000 18750.00| 1200.00000 14400.00| 3460.00000 41520.00 FIELD OFFICE TY.II | | | 0400 26117 24.000 MTON| 75.31000 1807.44| 75.00000 1800.00| 58.30000 1399.20 DRY RIPRAP CL. AI | | | 0410 27102 6