E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : 516 -1 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : CM2PM5H101031B COUNTIES : NEWPORT NEWS WILLIAMSBURG LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)0064-121-216, P401 FED # IM-PM05(321) CONTRACT DESCRIPTION: PENINSULA PLANT MIX I-64 AT EXIT 255 & 243 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 2,355,727.73 100.0000% 2 B850 BRANSCOME INC. $ 2,498,018.29 106.0402% ==================================================================================================================================== |( 1 ) B800 |( 2 ) B850 |( ) |BASIC CONSTRUCTION COMPANY, |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 10700 5212.000 LF | 1.30000 6775.60| 2.00000 10424.00| RUMBLE STRIP, ASPHALT | | | 0020 10701 1738.000 SY | 2.90000 5040.20| 3.18000 5526.84| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 16340 20028.420 TON | 86.10000 1724446.96| 83.51000 1672573.35| ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16522 247086.410 SY | 0.70000 172960.49| 0.72000 177902.22| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0050 24265 LUMP| 5920.00000 5920.00| 149749.99000 149749.99| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0060 24286 24.000 EA | 67.30000 1615.20| 73.92000 1774.08| FLEXIBLE POST DELINEATOR | | | 0071 54076 76887.000 LF | 3.40000 261415.80| 3.70000 284481.90| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0081 54077 13086.000 LF | 4.00000 52344.00| 4.42000 57840.12| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0091 54100 6108.000 LF | 12.00000 73296.00| 13.15000 80320.20| NS PAVEMENT MARKING PAVEMENT MARKING B | | | VI 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : 516 -2 TABULATION OF BIDS CALL ORDER : 516 CONTRACT ID : CM2PM5H101031B COUNTIES : NEWPORT NEWS WILLIAMSBURG LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B800 |( 2 ) B850 |( ) |BASIC CONSTRUCTION COMPANY, |BRANSCOME INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54217 578.000 EA | 29.00000 16762.00| 31.84000 18403.52| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0110 54218 53.000 EA | 40.40000 2141.20| 44.35000 2350.55| SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0120 54300 2.000 EA | 103.00000 206.00| 113.72000 227.44| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0130 54310 2.000 EA | 207.00000 414.00| 227.44000 454.88| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0140 54550 89973.000 LF | 0.36000 32390.28| 0.40000 35989.20| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 2,355,727.73| $ 2,498,018.29| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,355,727.73| $ 2,498,018.29| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : 518 -1 TABULATION OF BIDS CALL ORDER : 518 CONTRACT ID : CM512PMI102497B COUNTIES : YORK LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM5I-099-610,P401 FED # NH-PM05 (328) CONTRACT DESCRIPTION: WILLIAMSBURG RESIDENCY 2012 PLANT MIX SCHEDULE, YORK COUNTY VARIOUS ROUTES IN YORK COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 2,086,527.63 100.0000% 2 B850 BRANSCOME INC. $ 2,288,196.06 109.6653% ==================================================================================================================================== |( 1 ) B800 |( 2 ) B850 |( ) |BASIC CONSTRUCTION COMPANY, |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 16340 6282.000 TON | 84.85000 533027.70| 91.76000 576436.32| ASPHALT CONCRETE TY. SM-9.5D | | | 0020 16403 10859.670 TON | 117.90000 1280355.09| 120.34000 1306852.69| STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0030 16522 156194.140 SY | 1.00000 156194.14| 1.17000 182747.14| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0040 24265 LUMP| 27700.00000 27700.00| 105462.37000 105462.37| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0050 54034 90037.000 LF | 0.61000 54922.57| 0.83000 74730.71| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0060 54042 596.000 LF | 2.40000 1430.40| 5.95000 3546.20| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54217 647.000 EA | 33.10000 21415.70| 32.15000 20801.05| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0080 54300 98.000 EA | 56.90000 5576.20| 119.06000 11667.88| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0090 54401 4.000 EA | 310.00000 1240.00| 595.30000 2381.20| PAVE. MESSAGE MARK. SCHOOL ZONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : 518 -2 TABULATION OF BIDS CALL ORDER : 518 CONTRACT ID : CM512PMI102497B COUNTIES : YORK LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B800 |( 2 ) B850 |( ) |BASIC CONSTRUCTION COMPANY, |BRANSCOME INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54404 2.000 EA | 310.00000 620.00| 595.30000 1190.60| PAVE. MESSAGE MARK. R/R CROSSING | | | 0110 54550 7933.000 LF | 0.51000 4045.83| 0.30000 2379.90| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 2,086,527.63| $ 2,288,196.06| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,086,527.63| $ 2,288,196.06| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A11 -1 TABULATION OF BIDS CALL ORDER : A11 CONTRACT ID : C00091946M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 10/04/12 COMPLETION DATE PROJECT(S) : (NFO)0028-076-980, M501 FED # HSIP-5A01 (307) CONTRACT DESCRIPTION: RTE 28 BLOOMS QUARRY LANE INTERSECTION IMPROVEMENT 0.045 MILES NORTH OF MANASSAS DRIVE (RTE. 213) OLD CENTREVILLE ROAD/BLOOMS QUARRY LANE INTERSECTION SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 229,860.00 100.0000% 2 A648 A & M CONCRETE CORP. $ 238,087.00 103.5791% 3 F373 FINLEY ASPHALT & SEALING, INC. $ 271,050.55 117.9198% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 303,852.70 132.1903% 5 T131 TAVARES CONCRETE CO., INC. $ 365,302.75 158.9240% ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) F373 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 7750.00000 7750.00| 14700.00000 14700.00| 10685.00000 10685.00 MOBILIZATION | | | 0020 00102 LUMP| 4500.00000 4500.00| 5500.00000 5500.00| 3018.75000 3018.75 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00110 1.000 LS | 7550.00000 7550.00| 6800.00000 6800.00| 11786.00000 11786.00 CLEARING AND GRUBBING | | | 0040 00126 LUMP| 22000.00000 22000.00| 32000.00000 32000.00| 5000.00000 5000.00 EARTHWORK | | | 0050 00305 550.000 CY | 43.75000 24062.50| 48.00000 26400.00| 52.00000 28600.00 NS SELECT MATERIAL SELECT MATERIAL TY. | | | 1 MIN. CBR-6 | | | 0060 00525 4.000 CY | 1000.00000 4000.00| 850.00000 3400.00| 800.00000 3200.00 CONCRETE CLASS A3 MISC. | | | 0070 10128 200.000 TON | 25.00000 5000.00| 34.00000 6800.00| 30.00000 6000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10628 505.000 SY | 4.50000 2272.50| 7.00000 3535.00| 15.00000 7575.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A11 -2 TABULATION OF BIDS CALL ORDER : A11 CONTRACT ID : C00091946M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) F373 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10636 120.000 TON | 100.00000 12000.00| 135.00000 16200.00| 121.50000 14580.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0100 10642 275.000 TON | 95.00000 26125.00| 105.00000 28875.00| 121.20000 33330.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0110 11070 900.000 LF | 2.00000 1800.00| 3.00000 2700.00| 3.00000 2700.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0120 12610 100.000 LF | 25.00000 2500.00| 35.00000 3500.00| 37.55000 3755.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0130 13108 10.000 SY | 250.00000 2500.00| 220.00000 2200.00| 50.00000 500.00 CG-12 DETECTABLE WARNING SURFACE | | | 0140 13220 55.000 SY | 54.00000 2970.00| 54.00000 2970.00| 133.00000 7315.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0150 13244 85.000 LF | 2.00000 170.00| 5.00000 425.00| 3.00000 255.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS CONCRETE SIDEWALK AND C&G | | | 0160 21020 55.000 SY | 90.00000 4950.00| 84.00000 4620.00| 74.00000 4070.00 MEDIAN STRIP MS-1 | | | 0170 21110 55.000 SY | 90.00000 4950.00| 78.00000 4290.00| 74.00000 4070.00 MEDIAN STRIP MS-1A | | | 0180 21215 490.000 LF | 55.00000 26950.00| 28.00000 13720.00| 37.55000 18399.50 MEDIAN STRIP MS-2 | | | 0190 24160 452.000 SF | 20.00000 9040.00| 18.00000 8136.00| 25.00000 11300.00 CONSTRUCTION SIGNS | | | 0200 24278 5250.000 DAY | 1.00000 5250.00| 0.75000 3937.50| 2.00000 10500.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24279 1008.000 HR | 10.00000 10080.00| 4.00000 4032.00| 20.00000 20160.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0220 24281 320.000 HR | 7.50000 2400.00| 3.00000 960.00| 20.00000 6400.00 ELECTRONIC ARROW | | | 0230 24282 200.000 HR | 20.00000 4000.00| 19.00000 3800.00| 25.00000 5000.00 FLAGGER SERVICE | | | 0240 24430 470.000 SY | 9.00000 4230.00| 18.00000 8460.00| 42.75000 20092.50 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0250 27022 0.100 ACRE| 25000.00000 2500.00| 15000.00000 1500.00| 10000.00000 1000.00 TOPSOIL CLASS B 2" | | | 0260 27102 20.000 LB | 10.00000 200.00| 35.00000 700.00| 50.00000 1000.00 REGULAR SEED | | | 0270 27103 10.000 LB | 10.00000 100.00| 33.00000 330.00| 50.00000 500.00 OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A11 -3 TABULATION OF BIDS CALL ORDER : A11 CONTRACT ID : C00091946M01 COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A648 |( 3 ) F373 |ARTHUR CONSTRUCTION CO., IN |A & M CONCRETE CORP. |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27215 1.000 TON | 500.00000 500.00| 850.00000 850.00| 500.00000 500.00 FERTILIZER(15-30-15) | | | 0290 27250 1.000 TON | 500.00000 500.00| 250.00000 250.00| 1200.00000 1200.00 LIME | | | 0300 27461 5.000 EA | 200.00000 1000.00| 210.00000 1050.00| 300.00000 1500.00 INLET PROTECTION TYPE B | | | 0310 50108 100.000 SF | 30.00000 3000.00| 30.00000 3000.00| 36.75000 3675.00 SIGN PANEL | | | 0320 50432 45.000 LF | 20.00000 900.00| 20.00000 900.00| 42.00000 1890.00 SIGN POST STP-1 2 3/16" | | | 0330 50434 165.000 LF | 39.00000 6435.00| 40.00000 6600.00| 42.00000 6930.00 SIGN POST STP-1 2 1/2" | | | 0340 50490 13.000 EA | 175.00000 2275.00| 180.00000 2340.00| 52.50000 682.50 CONCRETE FOUNDATION STP-1 | | | 0350 50618 2.000 EA | 250.00000 500.00| 235.00000 470.00| 472.50000 945.00 RELOC. EXIST. SIGN STRUCT. TY. WP-2 | | | 0360 50759 7.000 EA | 200.00000 1400.00| 175.00000 1225.00| 262.50000 1837.50 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0370 50867 3.000 EA | 150.00000 450.00| 120.00000 360.00| 150.00000 450.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0380 51963 3.000 EA | 200.00000 600.00| 180.00000 540.00| 150.00000 450.00 NS REMOVE REMOVE & DISPOSE SIGN STRUCT. | | | TY. STP-1 | | | 0390 54032 4560.000 LF | 1.00000 4560.00| 0.65000 2964.00| 0.68000 3100.80 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0400 54034 350.000 LF | 1.50000 525.00| 1.25000 437.50| 2.10000 735.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0410 54042 160.000 LF | 6.00000 960.00| 7.00000 1120.00| 10.50000 1680.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0420 54105 1315.000 LF | 2.00000 2630.00| 1.00000 1315.00| 1.05000 1380.75 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0430 54106 45.000 SF | 5.00000 225.00| 4.00000 180.00| 3.15000 141.75 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0440 54300 18.000 EA | 100.00000 1800.00| 110.00000 1980.00| 73.50000 1323.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0450 54400 5.000 EA | 350.00000 1750.00| 403.00000 2015.00| 367.50000 1837.50 PAVEMENT MESSAGE MARK. "ONLY" | | | SECTION TOTALS | $ 229,860.00| $ 238,087.00| $ 271,050.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 229,860.00| $ 238,087.00| $ 271,050.55 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A13 -1 TABULATION OF BIDS CALL ORDER : A13 CONTRACT ID : C00095991B36 COUNTIES : TAZEWELL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : 0019-092-807,B636 FED # BH-BR01(290) 0019-092-807,B637 FED # BH-BR01(290) CONTRACT DESCRIPTION: BRIDGE DECK OVERLAYS; BRIDGES OVER N-S RR & RTE. 460 BUS. 1.42 MI. N. RTE. 61 12.43 MI. S. BLUEFIELD S.C.L. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C174 CLECO CORPORATION $ 498,541.00 100.0000% 2 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 667,987.70 133.9885% 3 E155 ELK KNOB, INC. $ 682,587.50 136.9170% 4 C1334 CROSSROADS BRIDGE INC $ 737,852.00 148.0023% 5 I933 INTERSTATE IMPROVEMENT, INC. $ 824,428.40 165.3682% ==================================================================================================================================== |( 1 ) C174 |( 2 ) O017 |( 3 ) E155 |CLECO CORPORATION |ORDERS CONSTRUCTION COMPANY |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 40000.00000 40000.00| 55000.00000 55000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 16350 48.000 TON | 300.00000 14400.00| 310.00000 14880.00| 242.00000 11616.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0030 16522 844.000 SY | 25.00000 21100.00| 7.40000 6245.60| 9.25000 7807.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0040 24265 LUMP| 10000.00000 10000.00| 39000.00000 39000.00| 31800.00000 31800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1030 | | | 0050 24265 LUMP| 10000.00000 10000.00| 39000.00000 39000.00| 31800.00000 31800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1031 | | | 0060 54075 1480.000 LF | 4.00000 5920.00| 4.80000 7104.00| 4.35000 6438.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A13 -2 TABULATION OF BIDS CALL ORDER : A13 CONTRACT ID : C00095991B36 COUNTIES : TAZEWELL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) C174 |( 2 ) O017 |( 3 ) E155 |CLECO CORPORATION |ORDERS CONSTRUCTION COMPANY |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 68090 2137.000 SY | 3.00000 6411.00| 5.30000 11326.10| 4.00000 8548.00 BRIDGE DECK GROOVING | | | 0080 68400 623.000 SY | 30.00000 18690.00| 69.00000 42987.00| 30.00000 18690.00 WATERPROOFING | | | 0090 68600 30.000 SY | 900.00000 27000.00| 1400.00000 42000.00| 825.00000 24750.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0100 68902 464.000 LF | 20.00000 9280.00| 50.00000 23200.00| 24.00000 11136.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEAN AND RESEAL EXP. JT. 1 | | | 1/2" | | | 0110 68910 2153.000 SY | 20.00000 43060.00| 49.00000 105497.00| 62.50000 134562.50 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DRY HYDRO-DEMOLITION 1/2" | | | 0120 68910 2153.000 SY | 100.00000 215300.00| 92.00000 198076.00| 130.00000 279890.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD CEM. | | | OVERLAY(VES)1 1/4-1 3/4" | | | 0130 68910 2153.000 SY | 20.00000 43060.00| 8.00000 17224.00| 14.00000 30142.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE A MILLING (1 | | | 3/4" DEPTH) | | | 0140 69500 20.000 SY | 900.00000 18000.00| 1500.00000 30000.00| 900.00000 18000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0150 69805 544.000 SY | 30.00000 16320.00| 67.00000 36448.00| 32.00000 17408.00 WATERPROOFING | | | SECTION TOTALS | $ 498,541.00| $ 667,987.70| $ 682,587.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,541.00| $ 667,987.70| $ 682,587.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A16 -1 TABULATION OF BIDS CALL ORDER : A16 CONTRACT ID : C00100555N01 COUNTIES : CAMPBELL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 03 CONTRACT TIME : 08/30/12 COMPLETION DATE PROJECT(S) : (NFO)0460-015-S45, N501 FED # HSIP-5118(211) CONTRACT DESCRIPTION: CONSTRUCT RTL & LTL AT ROUTE 460 AND ROUTE 659 0.1 MILES WEST OF ROUTE 659 0.1 MILES EAST OF ROUTE 659 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P203 PEARSON CONSTRUCTION, INC. $ 339,962.45 100.0000% 2 T006 TEMPLETON PAVING, LLC $ 355,946.85 104.7018% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 437,004.00 128.5448% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 476,732.00 140.2308% ==================================================================================================================================== |( 1 ) P203 |( 2 ) T006 |( 3 ) F451 |PEARSON CONSTRUCTION, INC. |TEMPLETON PAVING, LLC |FIELDER'S CHOICE ENTERPRISES, I 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| 21475.00000 21475.00| 17800.00000 17800.00| 39000.00000 39000.00 MOBILIZATION | | | 0020 00125 LUMP| 100700.00000 100700.00| 84500.00000 84500.00| 110000.00000 110000.00 GRADING | | | 0030 00574 1.000 EA | 5100.00000 5100.00| 4750.00000 4750.00| 7500.00000 7500.00 ENDWALL GRATE & FRAME EW-11A | | | 0040 01156 16.000 LF | 50.00000 800.00| 225.00000 3600.00| 80.00000 1280.00 STORM SEWER PIPE 15" | | | 0050 06740 1.000 EA | 2500.00000 2500.00| 3350.00000 3350.00| 5000.00000 5000.00 DROP INLET DI-1 | | | 0060 09046 1.000 LF | 1000.00000 1000.00| 2850.00000 2850.00| 1000.00000 1000.00 MANHOLE MH-1 | | | 0070 10128 812.000 TON | 25.00000 20300.00| 29.25000 23751.00| 45.00000 36540.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10611 247.000 TON | 85.00000 20995.00| 104.75000 25873.25| 90.00000 22230.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0090 10628 330.000 SY | 12.00000 3960.00| 19.75000 6517.50| 25.00000 8250.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A16 -2 TABULATION OF BIDS CALL ORDER : A16 CONTRACT ID : C00100555N01 COUNTIES : CAMPBELL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) P203 |( 2 ) T006 |( 3 ) F451 |PEARSON CONSTRUCTION, INC. |TEMPLETON PAVING, LLC |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10636 201.000 TON | 94.00000 18894.00| 124.50000 25024.50| 100.00000 20100.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0110 10642 1008.000 TON | 69.00000 69552.00| 74.80000 75398.40| 73.00000 73584.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0120 11070 1600.000 LF | 2.50000 4000.00| 3.50000 5600.00| 5.00000 8000.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 12" DEPTH | | | 0130 24160 304.000 SF | 17.00000 5168.00| 15.40000 4681.60| 20.00000 6080.00 CONSTRUCTION SIGNS | | | 0140 24272 720.000 HR | 15.00000 10800.00| 10.00000 7200.00| 25.00000 18000.00 TRUCK MOUNTED ATTENUATOR | | | 0150 24278 2700.000 DAY | 1.00000 2700.00| 0.75000 2025.00| 2.00000 5400.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24279 720.000 HR | 9.00000 6480.00| 10.00000 7200.00| 20.00000 14400.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0170 24281 720.000 HR | 5.00000 3600.00| 2.00000 1440.00| 10.00000 7200.00 ELECTRONIC ARROW | | | 0180 24282 160.000 HR | 16.00000 2560.00| 20.00000 3200.00| 25.00000 4000.00 FLAGGER SERVICE | | | 0190 24410 722.000 SY | 5.00000 3610.00| 4.00000 2888.00| 20.00000 14440.00 DEMOLITION OF PAVEMENT | | | 0200 27102 130.000 LB | 21.00000 2730.00| 22.00000 2860.00| 15.00000 1950.00 REGULAR SEED | | | 0210 27103 81.000 LB | 3.45000 279.45| 97.85000 7925.85| 5.00000 405.00 OVERSEEDING | | | 0220 27215 0.300 TON | 1900.00000 570.00| 1995.00000 598.50| 3500.00000 1050.00 FERTILIZER(15-30-15) | | | 0230 27250 2.000 TON | 250.00000 500.00| 241.50000 483.00| 500.00000 1000.00 LIME | | | 0240 27321 365.000 SY | 2.50000 912.50| 2.45000 894.25| 10.00000 3650.00 PROTECTIVE COVERING EC-2 | | | 0250 27325 375.000 SY | 6.50000 2437.50| 6.65000 2493.75| 8.00000 3000.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0260 27327 1250.000 SY | 13.00000 16250.00| 13.25000 16562.50| 10.00000 12500.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0270 27415 25.000 EA | 250.00000 6250.00| 300.00000 7500.00| 200.00000 5000.00 CHECK DAM(ROCK) TY. II | | | 0280 27430 27.000 CY | 10.00000 270.00| 25.00000 675.00| 5.00000 135.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A16 -3 TABULATION OF BIDS CALL ORDER : A16 CONTRACT ID : C00100555N01 COUNTIES : CAMPBELL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) P203 |( 2 ) T006 |( 3 ) F451 |PEARSON CONSTRUCTION, INC. |TEMPLETON PAVING, LLC |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27451 2.000 EA | 500.00000 1000.00| 750.00000 1500.00| 200.00000 400.00 INLET PROTECTION TYPE A | | | 0300 42764 1.000 EA | 600.00000 600.00| 300.00000 300.00| 1500.00000 1500.00 MANHOLE FRAME & COVER F&C-1 | | | 0310 54034 2205.000 LF | 1.80000 3969.00| 2.95000 6504.75| 2.00000 4410.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | SECTION TOTALS | $ 339,962.45| $ 355,946.85| $ 437,004.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,962.45| $ 355,946.85| $ 437,004.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A21 -1 TABULATION OF BIDS CALL ORDER : A21 CONTRACT ID : C00093096B41 COUNTIES : HANOVER LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/12/12 COMPLETION DATE PROJECT(S) : (NFO)0615-042-725,B641 FED # STP-BH04(263) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT RTE. 615 (CREIGHTON RD.) OVER CHICKAHOMINY RIVER HENRICO-HANOVER CL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B303 BRYANT CONTRACTING, INC. $ 619,968.00 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 733,409.00 118.2979% 3 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 971,052.80 156.6295% ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) I943 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 45000.00000 45000.00| 60000.00000 60000.00| 128445.02000 128445.02 MOBILIZATION | | | 0020 00101 LUMP| 2500.00000 2500.00| 5500.00000 5500.00| 3836.47000 3836.47 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10608 85.000 TON | 210.00000 17850.00| 210.00000 17850.00| 268.55000 22826.75 ASPHALT CONCRETE TY. SM-12.5D | | | 0040 10628 548.000 SY | 10.50000 5754.00| 12.00000 6576.00| 18.42000 10094.16 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0050 13320 300.000 LF | 18.90000 5670.00| 24.00000 7200.00| 29.16000 8748.00 GUARDRAIL GR-2 | | | 0060 13345 4.000 EA | 2450.00000 9800.00| 2350.00000 9400.00| 3222.63000 12890.52 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13383 4.000 EA | 2100.00000 8400.00| 2100.00000 8400.00| 2915.72000 11662.88 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0080 13400 300.000 LF | 25.00000 7500.00| 15.00000 4500.00| 23.02000 6906.00 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A21 -2 TABULATION OF BIDS CALL ORDER : A21 CONTRACT ID : C00093096B41 COUNTIES : HANOVER LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) I943 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24152 2.000 EA | 350.00000 700.00| 450.00000 900.00| 920.75000 1841.50 TYPE III BARRICADE 8' | | | 0100 24160 613.000 SF | 27.00000 16551.00| 24.00000 14712.00| 24.90000 15263.70 CONSTRUCTION SIGNS | | | 0110 24260 56.000 TON | 45.00000 2520.00| 48.00000 2688.00| 47.13000 2639.28 CR. RUN AGGR. NO. 25 OR 26 | | | 0120 24279 1008.000 HR | 5.00000 5040.00| 12.00000 12096.00| 12.20000 12297.60 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 24502 2.000 EA | 315.00000 630.00| 310.00000 620.00| 383.65000 767.30 NS REMOVE EXIST. REMOVE EXIST. GR-9 | | | TERMINAL | | | 0140 24502 2.000 EA | 315.00000 630.00| 310.00000 620.00| 383.65000 767.30 NS REMOVE EXIST. REMOVE EXIST. GR-FOA-1 | | | 0150 24601 138.000 LF | 10.50000 1449.00| 11.00000 1518.00| 3.84000 529.92 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0160 27422 2.000 EA | 525.00000 1050.00| 1750.00000 3500.00| 1841.51000 3683.02 DEWATERING BASIN | | | 0170 27430 110.000 CY | 1.00000 110.00| 10.00000 1100.00| 8.44000 928.40 SILTATION CONTROL EXCAVATION | | | 0180 27505 600.000 LF | 3.50000 2100.00| 4.00000 2400.00| 3.07000 1842.00 TEMP. SILT FENCE | | | 0190 27526 100.000 LF | 20.00000 2000.00| 30.00000 3000.00| 15.35000 1535.00 TURBIDITY CURTAIN, IMPERVIOUS | | | 0200 50108 54.000 SF | 25.00000 1350.00| 30.00000 1620.00| 38.36000 2071.44 SIGN PANEL | | | 0210 50867 11.000 EA | 100.00000 1100.00| 275.00000 3025.00| 153.46000 1688.06 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0220 54032 400.000 LF | 1.05000 420.00| 1.10000 440.00| 1.15000 460.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0230 54079 624.000 LF | 6.00000 3744.00| 6.00000 3744.00| 9.21000 5747.04 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0240 61150 27.000 EA | 10000.00000 270000.00| 10000.00000 270000.00| 18465.77000 498575.79 PRESTR. CONC. SLAB 3' X 21" X(+50' - | | | 55') | | | 0250 66921 16.000 LF | 175.00000 2800.00| 75.00000 1200.00| 748.11000 11969.76 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PRESSURE SEALING | | | CRACKS (ABUT.) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A21 -3 TABULATION OF BIDS CALL ORDER : A21 CONTRACT ID : C00093096B41 COUNTIES : HANOVER LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B303 |( 2 ) C097 |( 3 ) I943 |BRYANT CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 66921 32.000 LF | 175.00000 5600.00| 75.00000 2400.00| 287.74000 9207.68 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PRESSURE SEALING | | | CRACKS (PIERS) | | | 0270 66927 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15345.88000 15345.88 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE REMOVE EXIST ASBESTOS | | | (STR. NO. 6915) | | | 0280 68023 325.000 LF | 215.00000 69875.00| 300.00000 97500.00| 145.79000 47381.75 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0290 68900 LUMP| 95000.00000 95000.00| 150000.00000 150000.00| 106163.54000 106163.54 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6915 | | | 0300 69007 2.000 CY | 4000.00000 8000.00| 5000.00000 10000.00| 767.29000 1534.58 FLOWABLE BACKFILL | | | 0310 69500 9.000 SY | 925.00000 8325.00| 1100.00000 9900.00| 1150.94000 10358.46 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0320 69639 100.000 TON | 85.00000 8500.00| 110.00000 11000.00| 130.44000 13044.00 DRY RIPRAP CL. II | | | SECTION TOTALS | $ 619,968.00| $ 733,409.00| $ 971,052.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 619,968.00| $ 733,409.00| $ 971,052.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A22 -1 TABULATION OF BIDS CALL ORDER : A22 CONTRACT ID : C00091365B01 COUNTIES : ISLE OF WIGHT LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/03/13 COMPLETION DATE PROJECT(S) : (NFO)0017-046-575, N501 FED # BH-BR05(226) CONTRACT DESCRIPTION: GRID DECK REPLACEMENT ROUTE 17 OVER JAMES RIVER ISLE OF WIGHT COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C333 CURTIS CONTRACTING, INC. $ 3,825,139.03 100.0000% 2 M047 MCLEAN CONTRACTING COMPANY $ 3,895,000.00 101.8264% 3 C097 CORMAN CONSTRUCTION, INC. $ 3,938,877.50 102.9734% 4 M003 MAGANN CORPORATION, W. F. $ 5,157,499.00 134.8317% ==================================================================================================================================== |( 1 ) C333 |( 2 ) M047 |( 3 ) C097 |CURTIS CONTRACTING, INC. |MCLEAN CONTRACTING COMPANY |CORMAN CONSTRUCTION, 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| 152439.43000 152439.43| 200000.00000 200000.00| 225000.00000 225000.00 MOBILIZATION | | | 0020 00101 LUMP| 6272.55000 6272.55| 68606.00000 68606.00| 195000.00000 195000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 24265 LUMP| 105159.31000 105159.31| 80000.00000 80000.00| 420000.00000 420000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1901 | | | 0040 54022 2000.000 LF | 3.76000 7520.00| 0.60000 1200.00| 2.17000 4340.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0050 54024 1000.000 LF | 7.53000 7530.00| 0.65000 650.00| 2.17000 2170.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0060 67907 16.000 EA | 6272.55000 100360.80| 1000.00000 16000.00| 635.00000 10160.00 BRIDGE INCIDENTALS BALANCE CALCULATIONS | | | 0070 67907 100.000 EA | 1078.88000 107888.00| 125.00000 12500.00| 165.00000 16500.00 BRIDGE INCIDENTALS FURNISH & INSTALL | | | NEW BALANCE BLOCKS | | | 0080 67907 16.000 EA | 6272.55000 100360.80| 14000.00000 224000.00| 3000.00000 48000.00 BRIDGE INCIDENTALS TESTING & | | | MEASUREMENT OF SPAN BALANCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A22 -2 TABULATION OF BIDS CALL ORDER : A22 CONTRACT ID : C00091365B01 COUNTIES : ISLE OF WIGHT LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) C333 |( 2 ) M047 |( 3 ) C097 |CURTIS CONTRACTING, INC. |MCLEAN CONTRACTING COMPANY |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 68145 24486.000 SF | 88.19000 2159420.34| 96.00000 2350656.00| 90.00000 2203740.00 STEEL GRID FLOOR | | | 0100 68472 LUMP| 815431.54000 815431.54| 730500.00000 730500.00| 528500.00000 528500.00 NS RECOAT EX. STR. RECOAT EX. STR. SPOT | | | COAT EXIST. STR. 1901 | | | 0110 68906 24486.000 SF | 9.91000 242656.26| 8.00000 195888.00| 11.25000 275467.50 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REMOVE EXIST. STEEL GRID | | | FLOOR | | | 0120 68907 10000.000 LB | 2.01000 20100.00| 1.50000 15000.00| 1.00000 10000.00 NS BR.SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BALANCE BLOCKS, ADD/REMOVE | | | SECTION TOTALS | $ 3,825,139.03| $ 3,895,000.00| $ 3,938,877.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,825,139.03| $ 3,895,000.00| $ 3,938,877.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A23 -1 TABULATION OF BIDS CALL ORDER : A23 CONTRACT ID : CM00101536B657 COUNTIES : CHESAPEAKE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 11/28/12 COMPLETION DATE PROJECT(S) : (NFO)0064-131-756,B657 FED # BH-BR05(224) CONTRACT DESCRIPTION: WATERPROOF AND REPAIR DECK CITY OF CHESAPEAKE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W002 G. A. & F. C. WAGMAN, INC. $ 1,381,235.00 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 1,690,821.05 122.4137% 3 C097 CORMAN CONSTRUCTION, INC. $ 2,121,511.00 153.5952% ==================================================================================================================================== |( 1 ) W002 |( 2 ) I933 |( 3 ) C097 |G. A. & F. C. WAGMAN, INC. |INTERSTATE IMPROVEMENT, INC |CORMAN CONSTRUCTION, 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| 99000.00000 99000.00| 135000.00000 135000.00| 135000.00000 135000.00 MOBILIZATION | | | 0020 24265 LUMP| 148000.00000 148000.00| 80000.00000 80000.00| 165000.00000 165000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0030 54022 248.000 LF | 5.00000 1240.00| 0.50000 124.00| 1.00000 248.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0040 54076 13705.000 LF | 4.00000 54820.00| 3.55000 48652.75| 4.00000 54820.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0050 62534 15611.000 SY | 60.00000 936660.00| 75.00000 1170825.00| 100.00000 1561100.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE LATEX HYD. CEM. VES | | | CONC. 1.25"-1.75" | | | 0060 68090 15611.000 SY | 3.00000 46833.00| 2.30000 35905.30| 3.00000 46833.00 BRIDGE DECK GROOVING | | | 0070 68317 15611.000 SY | 6.00000 93666.00| 14.00000 218554.00| 10.00000 156110.00 NS MILLING MILLING (1/2" DEPTH) | | | 0080 68574 32.000 LF | 31.75000 1016.00| 55.00000 1760.00| 75.00000 2400.00 CLEAN AND RESEAL EXPANSION JOINT | | | SECTION TOTALS | $ 1,381,235.00| $ 1,690,821.05| $ 2,121,511.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,381,235.00| $ 1,690,821.05| $ 2,121,511.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A29 -1 TABULATION OF BIDS CALL ORDER : A29 CONTRACT ID : C00084738B626 COUNTIES : AMELIA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/19/12 COMPLETION DATE PROJECT(S) : (NFO)0617-004-621, B626 FED # BROS-004-4(140) (NFO)0617-004-621, C501 FED # BROS-004-4(140) CONTRACT DESCRIPTION: REPLACE BRIDGE OVER SAILOR'S CREEK FROM: 1.450 MI. SOUTH OF RTE. 618 TO: 1.497 MI. SOUTH OF RTE. 618 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E426 EARLEY MARINE, INC. $ 614,161.79 100.0000% 2 B303 BRYANT CONTRACTING, INC. $ 623,435.63 101.5100% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 704,596.50 114.7249% ==================================================================================================================================== |( 1 ) E426 |( 2 ) B303 |( 3 ) W210 |EARLEY MARINE, INC. |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 53352.42000 53352.42| 45000.00000 45000.00| 57000.00000 57000.00 MOBILIZATION | | | 0020 00101 LUMP| 8419.25000 8419.25| 4500.00000 4500.00| 10000.00000 10000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 3938.19000 3938.19| 12507.00000 12507.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0040 00120 154.000 CY | 20.79000 3201.66| 50.00000 7700.00| 30.00000 4620.00 REGULAR EXCAVATION | | | 0050 00140 56.000 CY | 45.99000 2575.44| 75.00000 4200.00| 40.00000 2240.00 BORROW EXCAVATION | | | 0060 10032 0.730 TON | 2393.56000 1747.30| 1.00000 0.73| 750.00000 547.50 NS LIME LIME PELLETIZED QUICK LIME | | | 0070 10128 398.000 TON | 33.71000 13416.58| 38.00000 15124.00| 30.00000 11940.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10608 112.000 TON | 212.00000 23744.00| 185.00000 20720.00| 225.00000 25200.00 ASPHALT CONCRETE TY. SM-12.5D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A29 -2 TABULATION OF BIDS CALL ORDER : A29 CONTRACT ID : C00084738B626 COUNTIES : AMELIA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) E426 |( 2 ) B303 |( 3 ) W210 |EARLEY MARINE, INC. |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 11070 33.000 LF | 26.10000 861.30| 6.00000 198.00| 5.00000 165.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 12" | | | 0100 13322 109.000 LF | 42.40000 4621.60| 26.50000 2888.50| 30.00000 3270.00 GUARDRAIL GR-2 8' POST | | | 0110 13345 4.000 EA | 4239.91000 16959.64| 2420.00000 9680.00| 2500.00000 10000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13400 72.000 LF | 48.46000 3489.12| 36.80000 2649.60| 45.00000 3240.00 NS GUARDRAIL GUARDRAIL RAD. GUARDRAIL | | | GR-2 8' POST | | | 0130 13400 30.000 LF | 151.43000 4542.90| 52.50000 1575.00| 65.00000 1950.00 NS GUARDRAIL GUARDRAIL W BEAM TO THRIE | | | BEAM | | | 0140 24100 1400.000 HR | 1.30000 1820.00| 1.00000 1400.00| 0.10000 140.00 ALLAYING DUST | | | 0150 24150 2.000 EA | 427.76000 855.52| 350.00000 700.00| 350.00000 700.00 TYPE III BARRICADE 4' | | | 0160 24160 217.000 SF | 72.07000 15639.19| 30.00000 6510.00| 22.00000 4774.00 CONSTRUCTION SIGNS | | | 0170 24430 396.000 SY | 24.81000 9824.76| 16.00000 6336.00| 12.00000 4752.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0180 27012 0.030 ACRE| 116488.51000 3494.66| 38500.00000 1155.00| 3500.00000 105.00 TOPSOIL CLASS A 2" | | | 0190 27102 22.000 LB | 3.63000 79.86| 25.00000 550.00| 25.00000 550.00 REGULAR SEED | | | 0200 27103 14.000 LB | 3.63000 50.82| 25.00000 350.00| 10.00000 140.00 OVERSEEDING | | | 0210 27215 0.250 TON | 1450.05000 362.51| 800.00000 200.00| 2000.00000 500.00 FERTILIZER(15-30-15) | | | 0220 27250 0.500 TON | 1087.54000 543.77| 300.00000 150.00| 600.00000 300.00 LIME | | | 0230 27288 0.030 ACRE| 19043.97000 571.32| 12000.00000 360.00| 2700.00000 81.00 EROSION CONTROL MULCH | | | 0240 27327 196.000 SY | 7.14000 1399.44| 5.00000 980.00| 4.50000 882.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0250 27415 16.000 EA | 352.35000 5637.60| 200.00000 3200.00| 350.00000 5600.00 CHECK DAM(ROCK) TY. II | | | 0260 27430 176.000 CY | 54.57000 9604.32| 1.00000 176.00| 1.00000 176.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A29 -3 TABULATION OF BIDS CALL ORDER : A29 CONTRACT ID : C00084738B626 COUNTIES : AMELIA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) E426 |( 2 ) B303 |( 3 ) W210 |EARLEY MARINE, INC. |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27505 156.000 LF | 4.62000 720.72| 4.00000 624.00| 4.00000 624.00 TEMP. SILT FENCE | | | 0280 27506 878.000 LF | 1.78000 1562.84| 4.00000 3512.00| 4.00000 3512.00 TEMP. FILTER BARRIER | | | 0290 50012 16.000 EA | 137.84000 2205.44| 100.00000 1600.00| 105.00000 1680.00 ROAD EDGE DELINEATOR, ED-2 | | | 0300 50108 12.000 SF | 9.67000 116.04| 25.00000 300.00| 30.00000 360.00 SIGN PANEL | | | 0310 50430 32.000 LF | 4.53000 144.96| 15.00000 480.00| 15.00000 480.00 SIGN POST STP-1 2" | | | 0320 50490 4.000 EA | 375.14000 1500.56| 250.00000 1000.00| 350.00000 1400.00 CONCRETE FOUNDATION STP-1 | | | 0330 61145 5.000 EA | 13240.58000 66202.90| 8700.00000 43500.00| 22500.00000 112500.00 PRESTR. CONC. SLAB 3' X 21" X(+45' - | | | 50') | | | 0340 61195 1.000 EA | 720.03000 720.03| 8700.00000 8700.00| 22500.00000 22500.00 PRESTR. CONC. SLAB 4' X 21" X(+45' - | | | 50') | | | 0350 62021 117.000 LF | 250.18000 29271.06| 150.00000 17550.00| 200.00000 23400.00 NS RAILING RAILING THRIE -BEAM GUARDRAI | | | 0360 64005 239.000 TON | 65.33000 15613.87| 65.00000 15535.00| 35.00000 8365.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0370 64011 134.000 CY | 48.84000 6544.56| 40.00000 5360.00| 150.00000 20100.00 STRUCTURE EXCAVATION | | | 0380 64045 2214.000 SF | 11.12000 24619.68| 36.00000 79704.00| 25.00000 55350.00 TEMPORARY SHEET PILING | | | 0390 65013 47.000 CY | 982.28000 46167.16| 1100.00000 51700.00| 950.00000 44650.00 CONCRETE CLASS A3 | | | 0400 65201 3731.000 LB | 3.28000 12237.68| 1.80000 6715.80| 3.00000 11193.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0410 66127 63.000 TON | 131.27000 8270.01| 90.00000 5670.00| 120.00000 7560.00 DRY RIPRAP CL.I 26" | | | 0420 66921 641.000 LF | 280.38000 179723.58| 300.00000 192300.00| 300.00000 192300.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE MICROPILES 9.625" OD | | | 0430 66926 21.500 SY | 385.70000 8292.55| 250.00000 5375.00| 500.00000 10750.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ARTIC. BLOCK SCOUR | | | PROTECT. SYST. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A29 -4 TABULATION OF BIDS CALL ORDER : A29 CONTRACT ID : C00084738B626 COUNTIES : AMELIA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) E426 |( 2 ) B303 |( 3 ) W210 |EARLEY MARINE, INC. |BRYANT CONTRACTING, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 67900 LUMP| 19494.98000 19494.98| 35000.00000 35000.00| 27000.00000 27000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. BRIDGE NO. 6020 | | | SECTION TOTALS | $ 614,161.79| $ 623,435.63| $ 704,596.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,161.79| $ 623,435.63| $ 704,596.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A31 -1 TABULATION OF BIDS CALL ORDER : A31 CONTRACT ID : C00096866N01 COUNTIES : LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/01/12 COMPLETION DATE PROJECT(S) : (NFO) 0421-052-S45,N501 FED # HSIP-052-1(117) CONTRACT DESCRIPTION: INSTALL FLASHING BEACONS AND CONSTRUCT TWO WAY TURN LANE 0.10 MI. S. RTE 642 0.10 MI. N. RTE. 642 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 411,188.37 100.0000% 2 E155 ELK KNOB, INC. $ 413,523.06 100.5678% 3 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 457,210.30 111.1924% 4 E054 ESTES BROS. CONST., INC. $ 457,608.11 111.2892% ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 35000.00000 35000.00| 21940.00000 21940.00| 15750.00000 15750.00 MOBILIZATION | | | 0020 00124 2.000 CY | 650.00000 1300.00| 100.00000 200.00| 750.00000 1500.00 ROCK EXCAVATION | | | 0030 00125 LUMP| 43498.00000 43498.00| 30268.00000 30268.00| 15000.00000 15000.00 GRADING | | | 0040 00140 338.000 CY | 5.00000 1690.00| 18.00000 6084.00| 25.00000 8450.00 BORROW EXCAVATION | | | 0050 00700 50.000 LF | 9.63000 481.50| 33.00000 1650.00| 30.00000 1500.00 POST INSTALLATION INSPECTION | | | 0060 01180 336.000 LF | 59.44000 19971.84| 32.00000 10752.00| 36.00000 12096.00 18" PIPE | | | 0070 06740 1.000 EA | 2939.05000 2939.05| 2500.00000 2500.00| 4500.00000 4500.00 DROP INLET DI-1 | | | 0080 09150 15.000 TON | 45.00000 675.00| 20.00000 300.00| 35.00000 525.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0090 10065 300.000 TON | 23.66000 7098.00| 15.25000 4575.00| 19.12000 5736.00 AGGR. MATL. NO. 1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A31 -2 TABULATION OF BIDS CALL ORDER : A31 CONTRACT ID : C00096866N01 COUNTIES : LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10128 571.000 TON | 20.61000 11768.31| 18.00000 10278.00| 21.54000 12299.34 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10608 489.000 TON | 120.24000 58797.36| 140.15000 68533.35| 132.41000 64748.49 ASPHALT CONCRETE TY. SM-12.5D | | | 0120 10610 189.000 TON | 108.43000 20493.27| 120.59000 22791.51| 114.63000 21665.07 ASPHALT CONCRETE TY. IM-19.0A | | | 0130 10642 472.000 TON | 100.35000 47365.20| 115.12000 54336.64| 109.65000 51754.80 ASPHALT CONCRETE TY. BM-25.0A | | | 0140 13320 420.000 LF | 37.63000 15804.60| 38.50000 16170.00| 35.00000 14700.00 GUARDRAIL GR-2 | | | 0150 13345 4.000 EA | 2365.00000 9460.00| 2420.00000 9680.00| 2450.00000 9800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 22681 325.000 LF | 5.38000 1748.50| 5.50000 1787.50| 5.00000 1625.00 FENCE FE-B | | | 0170 22721 4.000 EA | 107.50000 430.00| 275.00000 1100.00| 150.00000 600.00 LINE BRACE UNIT FE-B | | | 0180 22741 2.000 EA | 161.25000 322.50| 330.00000 660.00| 175.00000 350.00 CORNER BRACE UNIT FE-B | | | 0190 22910 1.000 EA | 537.50000 537.50| 220.00000 220.00| 990.00000 990.00 GATE FE-G L=16' | | | 0200 24100 200.000 HR | 27.34000 5468.00| 15.00000 3000.00| 35.00000 7000.00 ALLAYING DUST | | | 0210 24160 720.000 SF | 16.13000 11613.60| 14.00000 10080.00| 24.00000 17280.00 CONSTRUCTION SIGNS | | | 0220 24260 400.000 TON | 19.70000 7880.00| 15.00000 6000.00| 14.12000 5648.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0230 24272 2000.000 HR | 1.00000 2000.00| 10.00000 20000.00| 24.00000 48000.00 TRUCK MOUNTED ATTENUATOR | | | 0240 24278 2500.000 DAY | 0.54000 1350.00| 1.00000 2500.00| 1.00000 2500.00 GROUP 2 CHANNELIZING DEVICES | | | 0250 24281 2000.000 HR | 0.01000 20.00| 2.25000 4500.00| 2.00000 4000.00 ELECTRONIC ARROW | | | 0260 24282 1000.000 HR | 0.01000 10.00| 15.00000 15000.00| 13.50000 13500.00 FLAGGER SERVICE | | | 0270 24505 1.000 EA | 460.47000 460.47| 400.00000 400.00| 650.00000 650.00 NS RELOCATE EXIST. RELOCATE EXIST. SIGN | | | 0280 24600 420.000 LF | 1.08000 453.60| 1.10000 462.00| 2.00000 840.00 REMOVE EXISTING GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A31 -3 TABULATION OF BIDS CALL ORDER : A31 CONTRACT ID : C00096866N01 COUNTIES : LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 24702 4.000 EA | 107.50000 430.00| 110.00000 440.00| 400.00000 1600.00 NS REMOVE EXIST. REMOVE EXIST ALT. | | | BREAKAWAY CABLE TERM. GR-9 | | | 0300 27102 115.000 LB | 8.60000 989.00| 8.80000 1012.00| 13.00000 1495.00 REGULAR SEED | | | 0310 27103 72.000 LB | 8.60000 619.20| 8.80000 633.60| 15.00000 1080.00 OVERSEEDING | | | 0320 27104 9.600 LB | 12.90000 123.84| 13.20000 126.72| 21.00000 201.60 LEGUME SEED | | | 0330 27105 6.000 LB | 12.90000 77.40| 13.20000 79.20| 17.00000 102.00 LEGUME OVERSEEDING | | | 0340 27215 0.170 TON | 994.35000 169.04| 1017.50000 172.98| 1400.00000 238.00 FERTILIZER(15-30-15) | | | 0350 27250 2.280 TON | 204.25000 465.69| 209.00000 476.52| 400.00000 912.00 LIME | | | 0360 27415 15.000 EA | 250.03000 3750.45| 300.00000 4500.00| 250.00000 3750.00 CHECK DAM(ROCK) TY. II | | | 0370 27430 204.000 CY | 0.01000 2.04| 1.00000 204.00| 5.00000 1020.00 SILTATION CONTROL EXCAVATION | | | 0380 27505 1000.000 LF | 3.06000 3060.00| 3.00000 3000.00| 3.00000 3000.00 TEMP. SILT FENCE | | | 0390 27506 200.000 LF | 3.06000 612.00| 2.25000 450.00| 3.00000 600.00 TEMP. FILTER BARRIER | | | 0400 50108 32.000 SF | 34.40000 1100.80| 35.20000 1126.40| 52.00000 1664.00 SIGN PANEL | | | 0410 50404 40.000 LF | 93.53000 3741.20| 95.70000 3828.00| 94.00000 3760.00 SIGN POST STEEL 4" | | | 0420 50502 2.000 EA | 1182.50000 2365.00| 1210.00000 2420.00| 1500.00000 3000.00 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0430 51163 1.000 EA | 1290.00000 1290.00| 1320.00000 1320.00| 1500.00000 1500.00 FLASHER | | | 0440 51184 4.000 EA | 365.50000 1462.00| 374.00000 1496.00| 390.00000 1560.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0450 51602 1400.000 LF | 1.94000 2716.00| 1.98000 2772.00| 2.20000 3080.00 14/4 CONDUCTOR CABLE | | | 0460 51614 100.000 LF | 1.61000 161.00| 1.65000 165.00| 2.25000 225.00 NS CONDUCTOR CABLE CONDUCTOR CABLE NO. | | | 6 BARE COPPER GRD.CONDUCTOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A31 -4 TABULATION OF BIDS CALL ORDER : A31 CONTRACT ID : C00096866N01 COUNTIES : LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) E155 |( 3 ) G326 |W-L CONSTRUCTION & PAVING, |ELK KNOB, INC. |GLASS MACHINERY AND EXCAVATION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 51614 1400.000 LF | 1.61000 2254.00| 1.65000 2310.00| 2.00000 2800.00 NS CONDUCTOR CABLE CONDUCTOR CABLE NO. | | | 8 BOND WIRE | | | 0480 51910 800.000 LF | 3.91000 3128.00| 8.00000 6400.00| 14.00000 11200.00 SAW CUT | | | 0490 52420 1.000 EA | 1392.13000 1392.13| 1424.50000 1424.50| 1800.00000 1800.00 ELECTRICAL SERVICE SE-1 TYPE A | | | 0500 54032 5000.000 LF | 1.02000 5100.00| 0.59000 2950.00| 1.25000 6250.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0510 54042 2274.000 LF | 14.51000 32995.74| 6.71000 15258.54| 15.00000 34110.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0520 54105 260.000 LF | 1.61000 418.60| 1.56000 405.60| 2.75000 715.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0530 54300 2.000 EA | 182.75000 365.50| 121.00000 242.00| 300.00000 600.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0540 55587 3.000 EA | 981.48000 2944.44| 1004.30000 3012.90| 1100.00000 3300.00 JUNCTION BOX JB-S2 | | | 0550 55588 10.000 EA | 1225.50000 12255.00| 1254.00000 12540.00| 1200.00000 12000.00 JUNCTION BOX JB-S3 | | | 0560 56014 10.000 EA | 124.70000 1247.00| 127.60000 1276.00| 132.00000 1320.00 ELECT. SER. GRD. ELECTRODE(10') | | | 0570 56021 10.000 LF | 8.12000 81.20| 8.31000 83.10| 10.00000 100.00 1" PVC CONDUIT | | | 0580 56028 60.000 LF | 11.23000 673.80| 11.50000 690.00| 12.00000 720.00 1 1/2" CONDUIT | | | 0590 56053 1400.000 LF | 3.23000 4522.00| 3.30000 4620.00| 3.50000 4900.00 2" PVC CONDUIT | | | 0600 56200 1400.000 LF | 8.60000 12040.00| 8.80000 12320.00| 4.00000 5600.00 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 411,188.37| $ 413,523.06| $ 457,210.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 411,188.37| $ 413,523.06| $ 457,210.30 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A33 -1 TABULATION OF BIDS CALL ORDER : A33 CONTRACT ID : C00089980B59 COUNTIES : FRANKLIN LETTING DATE : 04/25/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/28/13 COMPLETION DATE PROJECT(S) : (NFO)1019-033-711, B659 FED # BR-BR02(321) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT OVER ROUTE 220 BYPASS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H018 HAYMES BROTHERS, INC. $ 666,583.00 100.0000% 2 W210 BURLEIGH CONSTRUCTION CO., INC. $ 796,997.50 119.5646% 3 B728 D. A. BROWN, INC. $ 865,145.25 129.7881% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,087,537.50 163.1511% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,125,242.02 168.8075% ==================================================================================================================================== |( 1 ) H018 |( 2 ) W210 |( 3 ) B728 |HAYMES BROTHERS, INC. |BURLEIGH CONSTRUCTION CO.,I |D. A. BROWN, 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| 32000.00000 32000.00| 63000.00000 63000.00| 60000.00000 60000.00 MOBILIZATION | | | 0020 00101 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 12000.00000 12000.00| 3500.00000 3500.00| 45000.00000 45000.00 CLEARING AND GRUBBING | | | 0040 00120 232.000 CY | 10.00000 2320.00| 6.00000 1392.00| 25.00000 5800.00 REGULAR EXCAVATION | | | 0050 00140 5635.000 CY | 12.00000 67620.00| 10.50000 59167.50| 28.00000 157780.00 BORROW EXCAVATION | | | 0060 00525 1.500 CY | 1200.00000 1800.00| 450.00000 675.00| 500.00000 750.00 CONCRETE CLASS A3 MISC. | | | 0070 00700 149.000 LF | 10.00000 1490.00| 15.00000 2235.00| 20.00000 2980.00 POST INSTALLATION INSPECTION | | | 0080 01150 130.000 LF | 35.00000 4550.00| 24.00000 3120.00| 22.00000 2860.00 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A33 -2 TABULATION OF BIDS CALL ORDER : A33 CONTRACT ID : C00089980B59 COUNTIES : FRANKLIN LETTING DATE : 04/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) H018 |( 2 ) W210 |( 3 ) B728 |HAYMES BROTHERS, INC. |BURLEIGH CONSTRUCTION CO.,I |D. A. BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01240 19.000 LF | 80.00000 1520.00| 72.00000 1368.00| 30.00000 570.00 24" PIPE | | | 0100 09150 6.000 TON | 100.00000 600.00| 72.00000 432.00| 75.00000 450.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10128 482.000 TON | 25.00000 12050.00| 30.00000 14460.00| 23.00000 11086.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10635 179.000 TON | 160.00000 28640.00| 225.00000 40275.00| 167.50000 29982.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0130 13320 600.000 LF | 21.00000 12600.00| 23.00000 13800.00| 19.50000 11700.00 GUARDRAIL GR-2 | | | 0140 13331 35.000 LF | 25.00000 875.00| 28.00000 980.00| 24.00000 840.00 RAD. GUARDRAIL GR-2 | | | 0150 13345 2.000 EA | 2550.00000 5100.00| 2800.00000 5600.00| 2450.00000 4900.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13349 2.000 EA | 750.00000 1500.00| 850.00000 1700.00| 500.00000 1000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0170 22501 60.000 LF | 18.00000 1080.00| 25.00000 1500.00| 10.00000 600.00 FENCE FE-W1 | | | 0180 24152 8.000 EA | 400.00000 3200.00| 350.00000 2800.00| 250.00000 2000.00 TYPE III BARRICADE 8' | | | 0190 24160 1080.000 SF | 16.00000 17280.00| 19.00000 20520.00| 18.00000 19440.00 CONSTRUCTION SIGNS | | | 0200 24272 168.000 HR | 20.00000 3360.00| 25.00000 4200.00| 30.00000 5040.00 TRUCK MOUNTED ATTENUATOR | | | 0210 24278 4056.000 DAY | 0.75000 3042.00| 0.75000 3042.00| 0.50000 2028.00 GROUP 2 CHANNELIZING DEVICES | | | 0220 24279 168.000 HR | 20.00000 3360.00| 30.00000 5040.00| 25.00000 4200.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0230 24281 168.000 HR | 5.00000 840.00| 5.00000 840.00| 10.00000 1680.00 ELECTRONIC ARROW | | | 0240 24282 500.000 HR | 20.00000 10000.00| 14.00000 7000.00| 15.00000 7500.00 FLAGGER SERVICE | | | 0250 24297 40.000 LF | 25.00000 1000.00| 40.00000 1600.00| 40.00000 1600.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0260 24430 362.000 SY | 10.00000 3620.00| 12.00000 4344.00| 12.00000 4344.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0270 24601 933.000 LF | 3.50000 3265.50| 5.00000 4665.00| 5.00000 4665.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL & TEMP. GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A33 -3 TABULATION OF BIDS CALL ORDER : A33 CONTRACT ID : C00089980B59 COUNTIES : FRANKLIN LETTING DATE : 04/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) H018 |( 2 ) W210 |( 3 ) B728 |HAYMES BROTHERS, INC. |BURLEIGH CONSTRUCTION CO.,I |D. A. BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27321 766.000 SY | 4.00000 3064.00| 4.00000 3064.00| 3.00000 2298.00 PROTECTIVE COVERING EC-2 | | | 0290 27410 3.000 EA | 300.00000 900.00| 400.00000 1200.00| 250.00000 750.00 CHECK DAM, ROCK TY. I | | | 0300 27430 61.000 CY | 5.00000 305.00| 2.00000 122.00| 1.00000 61.00 SILTATION CONTROL EXCAVATION | | | 0310 27505 356.000 LF | 5.00000 1780.00| 4.00000 1424.00| 4.00000 1424.00 TEMP. SILT FENCE | | | 0320 50108 30.000 SF | 33.00000 990.00| 30.00000 900.00| 30.00000 900.00 SIGN PANEL | | | 0330 50204 20.000 LF | 16.00000 320.00| 18.00000 360.00| 20.00000 400.00 SIGN POST WOOD 4" X 4" | | | 0340 50430 36.000 LF | 22.00000 792.00| 12.00000 432.00| 20.00000 720.00 SIGN POST STP-1 2" | | | 0350 51910 625.000 LF | 3.50000 2187.50| 4.00000 2500.00| 5.00000 3125.00 SAW CUT | | | 0360 54032 500.000 LF | 0.75000 375.00| 7.00000 3500.00| 4.35000 2175.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0370 54105 500.000 LF | 1.10000 550.00| 2.00000 1000.00| 1.25000 625.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0380 54510 1555.000 LF | 1.60000 2488.00| 2.00000 3110.00| 1.25000 1943.75 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0390 54522 46.000 LF | 7.00000 322.00| 10.00000 460.00| 8.00000 368.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0400 61133 3.000 EA | 9000.00000 27000.00| 12000.00000 36000.00| 10250.00000 30750.00 PRESTR. CONC. SLAB 3' X 21" X(+30' - | | | 35') | | | 0410 61138 3.000 EA | 11000.00000 33000.00| 13000.00000 39000.00| 13250.00000 39750.00 PRESTR. CONC. SLAB 3' X 21" X(+35' - | | | 40') | | | 0420 61142 6.000 EA | 12000.00000 72000.00| 15000.00000 90000.00| 10750.00000 64500.00 PRESTR. CONC. SLAB 3' X 21" X(+40' - | | | 45') | | | 0430 61182 2.000 EA | 9000.00000 18000.00| 12500.00000 25000.00| 12500.00000 25000.00 PRESTR. CONC. SLAB 4' X 21" X(+30' - | | | 35') | | | 0440 61187 2.000 EA | 11000.00000 22000.00| 14000.00000 28000.00| 14000.00000 28000.00 PRESTR. CONC. SLAB 4' X 21" X(+35' - | | | 40') | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A33 -4 TABULATION OF BIDS CALL ORDER : A33 CONTRACT ID : C00089980B59 COUNTIES : FRANKLIN LETTING DATE : 04/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) H018 |( 2 ) W210 |( 3 ) B728 |HAYMES BROTHERS, INC. |BURLEIGH CONSTRUCTION CO.,I |D. A. BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 61191 4.000 EA | 12000.00000 48000.00| 15500.00000 62000.00| 14250.00000 57000.00 PRESTR. CONC. SLAB 4' X 21" X(+40' - | | | 45') | | | 0460 62021 319.000 LF | 200.00000 63800.00| 165.00000 52635.00| 130.00000 41470.00 NS RAILING RAILING THRIE BEAM | | | 0470 68040 3.400 CY | 2000.00000 6800.00| 5500.00000 18700.00| 1500.00000 5100.00 CONCRETE CLASS A4 | | | 0480 68101 930.000 LB | 2.50000 2325.00| 3.50000 3255.00| 4.00000 3720.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0490 68900 LUMP| 75000.00000 75000.00| 91000.00000 91000.00| 105000.00000 105000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6370 | | | 0500 69011 21.800 CY | 40.00000 872.00| 150.00000 3270.00| 50.00000 1090.00 STRUCTURE EXCAVATION | | | 0510 69030 14.600 CY | 2000.00000 29200.00| 3000.00000 43800.00| 2500.00000 36500.00 CONCRETE CLASS A3 | | | 0520 69101 920.000 LB | 2.50000 2300.00| 3.00000 2760.00| 4.00000 3680.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0530 69500 5.000 SY | 1500.00000 7500.00| 1250.00000 6250.00| 1000.00000 5000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 666,583.00| $ 796,997.50| $ 865,145.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 666,583.00| $ 796,997.50| $ 865,145.25 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A35 -1 TABULATION OF BIDS CALL ORDER : A35 CONTRACT ID : C00097609M01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/19/13 COMPLETION DATE PROJECT(S) : (NFO)0636-029-907,M501,B613 FED # BH-BR09(269) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT @ RTE. 636 OVER ACCOTINK CREEK FROM: 1.0 MI. FROM RTE. 638 (ROLLING ROAD) TO: 0.4 MI. FROM RTE. 1296 (LACKAWANNA DR.) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 849,927.00 100.0000% 2 R504 RUSTLER CONSTRUCTION, INC. $ 990,919.90 116.5888% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,081,807.05 127.2823% 4 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 1,095,996.60 128.9519% 5 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 1,253,123.73 147.4390% ==================================================================================================================================== |( 1 ) M640 |( 2 ) R504 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |RUSTLER CONSTRUCTION, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 68000.00000 68000.00| 75000.00000 75000.00| 80000.00000 80000.00 MOBILIZATION | | | 0020 00102 LUMP| 8200.00000 8200.00| 11500.00000 11500.00| 15000.00000 15000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00150 166.000 CY | 32.00000 5312.00| 53.00000 8798.00| 40.00000 6640.00 EMBANKMENT | | | 0040 10100 120.900 TON | 30.00000 3627.00| 35.00000 4231.50| 30.00000 3627.00 AGGR. MATL. NO. 21B | | | 0050 10635 52.000 TON | 320.00000 16640.00| 270.00000 14040.00| 145.00000 7540.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0060 10642 50.000 TON | 310.00000 15500.00| 270.00000 13500.00| 141.00000 7050.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 11070 47.000 LF | 9.00000 423.00| 10.00000 470.00| 10.00000 470.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0080 13310 12.500 LF | 50.00000 625.00| 110.00000 1375.00| 111.00000 1387.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A35 -2 TABULATION OF BIDS CALL ORDER : A35 CONTRACT ID : C00097609M01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) R504 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |RUSTLER CONSTRUCTION, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13322 600.000 LF | 22.00000 13200.00| 24.00000 14400.00| 24.42000 14652.00 GUARDRAIL GR-2 8' POST | | | 0100 13345 3.000 EA | 2750.00000 8250.00| 2500.00000 7500.00| 2553.00000 7659.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13383 4.000 EA | 2200.00000 8800.00| 2200.00000 8800.00| 2164.50000 8658.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 16522 436.000 SY | 16.00000 6976.00| 27.00000 11772.00| 10.00000 4360.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0130 24152 2.000 EA | 350.00000 700.00| 300.00000 600.00| 400.00000 800.00 TYPE III BARRICADE 8' | | | 0140 24160 204.000 SF | 16.00000 3264.00| 20.00000 4080.00| 25.00000 5100.00 CONSTRUCTION SIGNS | | | 0150 24279 18912.000 HR | 1.50000 28368.00| 4.00000 75648.00| 1.00000 18912.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0160 24430 53.000 SY | 16.00000 848.00| 10.00000 530.00| 30.00000 1590.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0170 24600 618.000 LF | 3.25000 2008.50| 3.30000 2039.40| 4.00000 2472.00 REMOVE EXISTING GUARDRAIL | | | 0180 24640 180.000 LF | 17.50000 3150.00| 14.00000 2520.00| 55.00000 9900.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0190 27430 56.000 CY | 29.00000 1624.00| 5.00000 280.00| 5.00000 280.00 SILTATION CONTROL EXCAVATION | | | 0200 27505 328.000 LF | 1.50000 492.00| 3.00000 984.00| 6.00000 1968.00 TEMP. SILT FENCE | | | 0210 41101 LUMP| 25000.00000 25000.00| 800.00000 800.00| 5000.00000 5000.00 NS RELOCATE RELOCATE CABLE UTILITY | | | 0220 50108 12.000 SF | 25.00000 300.00| 50.00000 600.00| 30.00000 360.00 SIGN PANEL | | | 0230 50430 36.000 LF | 35.00000 1260.00| 22.00000 792.00| 25.00000 900.00 SIGN POST STP-1 2" | | | 0240 50490 4.000 EA | 200.00000 800.00| 600.00000 2400.00| 557.00000 2228.00 CONCRETE FOUNDATION STP-1 | | | 0250 50860 4.000 EA | 240.00000 960.00| 150.00000 600.00| 250.00000 1000.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 0260 54032 900.000 LF | 1.25000 1125.00| 1.15000 1035.00| 1.21000 1089.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0270 54079 615.000 LF | 7.50000 4612.50| 7.00000 4305.00| 7.37000 4532.55 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A35 -3 TABULATION OF BIDS CALL ORDER : A35 CONTRACT ID : C00097609M01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) R504 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |RUSTLER CONSTRUCTION, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 68023 316.000 LF | 180.00000 56880.00| 195.00000 61620.00| 250.00000 79000.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0290 68040 122.000 CY | 750.00000 91500.00| 950.00000 115900.00| 1058.00000 129076.00 CONCRETE CLASS A4 | | | 0300 68090 448.000 SY | 8.00000 3584.00| 10.00000 4480.00| 7.00000 3136.00 BRIDGE DECK GROOVING | | | 0310 68113 84200.000 LS | 234700.00000 234700.00| 250000.00000 250000.00| 270000.00000 270000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0320 68476 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 5000.00000 5000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6039 | | | 0330 68492 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6039, TYPE B | | | 0340 68900 LUMP| 62450.00000 62450.00| 72000.00000 72000.00| 180000.00000 180000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6039 | | | 0350 68907 21630.000 LB | 2.00000 43260.00| 2.00000 43260.00| 3.00000 64890.00 NS BR.SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR C.R. RE. STEEL LOW | | | CARB\CHROMIUM | | | 0360 69007 12.000 CY | 115.00000 1380.00| 350.00000 4200.00| 300.00000 3600.00 FLOWABLE BACKFILL | | | 0370 69011 12.000 CY | 45.00000 540.00| 75.00000 900.00| 170.00000 2040.00 STRUCTURE EXCAVATION | | | 0380 69030 14.800 CY | 960.00000 14208.00| 1950.00000 28860.00| 4000.00000 59200.00 CONCRETE CLASS A3 | | | 0390 69500 30.000 SY | 635.00000 19050.00| 960.00000 28800.00| 800.00000 24000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0400 69639 149.000 TON | 65.00000 9685.00| 79.00000 11771.00| 70.00000 10430.00 DRY RIPRAP CL. II | | | 0410 69805 63.000 SY | 63.00000 3969.00| 98.00000 6174.00| 30.00000 1890.00 WATERPROOFING | | | 0420 69901 100.000 LF | 42.00000 4200.00| 85.00000 8500.00| 100.00000 10000.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CRACK REP. (PIERS) BY EPOXY | | | INJECTION | | | 0430 69904 1450.000 LB | 2.00000 2900.00| 3.00000 4350.00| 1.50000 2175.00 NS BR.SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR C.R. RE. STEEL LOW | | | CARB\CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A35 -4 TABULATION OF BIDS CALL ORDER : A35 CONTRACT ID : C00097609M01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) R504 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |RUSTLER CONSTRUCTION, INC. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 69906 LUMP| 15500.00000 15500.00| 16000.00000 16000.00| 3000.00000 3000.00 NS SUBSTR. WID./REPAIR SUBSTR. WID. | | | /REPAIR TEMP. WORK PLATFORM (PIER 1) | | | 0450 69906 LUMP| 15500.00000 15500.00| 16000.00000 16000.00| 3000.00000 3000.00 NS SUBSTR. WID./REPAIR SUBSTR. WID. | | | /REPAIR TEMP. WORK PLATFORM (PIER 2) | | | 0460 69908 377.000 SY | 28.00000 10556.00| 65.00000 24505.00| 35.00000 13195.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR WATERPROOFING COATING | | | SECTION TOTALS | $ 849,927.00| $ 990,919.90| $ 1,081,807.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 849,927.00| $ 990,919.90| $ 1,081,807.05 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A38 -1 TABULATION OF BIDS CALL ORDER : A38 CONTRACT ID : C000102469C01 COUNTIES : WESTMORELAND LETTING DATE : 04/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/14/12 COMPLETION DATE PROJECT(S) : 0637-096-585, B602 FED # NONE 0637-096-585, C501 FED # NONE CONTRACT DESCRIPTION: REPLACE BOX CULVERT) 0.052 MI. S. TROY CR. 0.062 MI. N. TROY CR. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 1,112,207.00 100.0000% 2 B303 BRYANT CONTRACTING, INC. $ 1,121,113.00 100.8008% 3 K003 KENT & SONS, INC., J. L. $ 1,185,799.81 106.6168% 4 S837 J. SANDERS CONSTRUCTION CO. $ 1,451,528.90 130.5089% ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |KENT & SONS, INC., J. L. 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| 80000.00000 80000.00| 85000.00000 85000.00| 60650.00000 60650.00 MOBILIZATION | | | 0020 00101 LUMP| 9000.00000 9000.00| 5500.00000 5500.00| 6740.00000 6740.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00112 1.000 UNIT| 14000.00000 14000.00| 16500.00000 16500.00| 18900.00000 18900.00 CLEARING AND GRUBBING | | | 0040 00120 1354.000 CY | 15.00000 20310.00| 30.00000 40620.00| 18.05000 24439.70 REGULAR EXCAVATION | | | 0050 00140 2050.000 CY | 17.00000 34850.00| 30.00000 61500.00| 15.50000 31775.00 BORROW EXCAVATION | | | 0060 00590 26.000 LF | 35.00000 910.00| 15.00000 390.00| 26.30000 683.80 COMB. UNDERDRAIN CD-1 | | | 0070 00591 18.000 LF | 35.00000 630.00| 15.00000 270.00| 32.85000 591.30 COMB. UNDERDRAIN CD-2 | | | 0080 00595 46.000 LF | 25.00000 1150.00| 15.00000 690.00| 11.00000 506.00 OUTLET PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A38 -2 TABULATION OF BIDS CALL ORDER : A38 CONTRACT ID : C000102469C01 COUNTIES : WESTMORELAND LETTING DATE : 04/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |KENT & SONS, INC., J. L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00596 4.000 EA | 520.00000 2080.00| 500.00000 2000.00| 499.00000 1996.00 ENDWALL EW-12 | | | 0100 09250 2.000 EA | 590.00000 1180.00| 600.00000 1200.00| 480.00000 960.00 SLOPE DRAIN | | | 0110 10128 622.000 TON | 32.00000 19904.00| 30.00000 18660.00| 21.00000 13062.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10250 979.000 TON | 48.00000 46992.00| 50.00000 48950.00| 40.85000 39992.15 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | STONE | | | 0130 10610 186.000 TON | 145.00000 26970.00| 142.00000 26412.00| 125.00000 23250.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0140 10635 137.000 TON | 146.00000 20002.00| 142.00000 19454.00| 136.00000 18632.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0150 11070 36.000 LF | 60.00000 2160.00| 3.50000 126.00| 8.00000 288.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0160 13310 25.000 LF | 86.00000 2150.00| 84.00000 2100.00| 88.00000 2200.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0170 13320 663.000 LF | 20.00000 13260.00| 20.00000 13260.00| 20.90000 13856.70 GUARDRAIL GR-2 | | | 0180 13345 2.000 EA | 2350.00000 4700.00| 2400.00000 4800.00| 2530.00000 5060.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13355 192.000 LF | 26.00000 4992.00| 24.00000 4608.00| 25.30000 4857.60 GUARDRAIL GR-10 | | | 0200 24100 100.000 HR | 22.00000 2200.00| 1.00000 100.00| 1.00000 100.00 ALLAYING DUST | | | 0210 24430 1060.000 SY | 4.60000 4876.00| 7.00000 7420.00| 4.85000 5141.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0220 26127 2476.000 TON | 51.00000 126276.00| 50.00000 123800.00| 42.50000 105230.00 DRY RIPRAP CL.I 26" | | | 0230 27102 35.000 LB | 16.00000 560.00| 25.00000 875.00| 11.00000 385.00 REGULAR SEED | | | 0240 27103 25.000 LB | 16.00000 400.00| 25.00000 625.00| 3.30000 82.50 OVERSEEDING | | | 0250 27250 1.000 TON | 650.00000 650.00| 300.00000 300.00| 220.00000 220.00 LIME | | | 0260 27321 300.000 SY | 5.00000 1500.00| 6.00000 1800.00| 2.80000 840.00 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A38 -3 TABULATION OF BIDS CALL ORDER : A38 CONTRACT ID : C000102469C01 COUNTIES : WESTMORELAND LETTING DATE : 04/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) K003 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |KENT & SONS, INC., J. L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27415 16.000 EA | 205.00000 3280.00| 200.00000 3200.00| 90.00000 1440.00 CHECK DAM(ROCK) TY. II | | | 0280 27422 1.000 EA | 750.00000 750.00| 500.00000 500.00| 500.00000 500.00 DEWATERING BASIN | | | 0290 27430 45.000 CY | 13.00000 585.00| 1.00000 45.00| 4.00000 180.00 SILTATION CONTROL EXCAVATION | | | 0300 27505 237.000 LF | 4.00000 948.00| 4.00000 948.00| 3.00000 711.00 TEMP. SILT FENCE | | | 0310 50108 10.000 SF | 58.00000 580.00| 25.00000 250.00| 40.00000 400.00 SIGN PANEL | | | 0320 50434 26.000 LF | 36.00000 936.00| 20.00000 520.00| 19.00000 494.00 SIGN POST STP-1 2 1/2" | | | 0330 60125 LUMP| 159000.00000 159000.00| 180000.00000 180000.00| 205000.00000 205000.00 NS BRIDGE BRIDGE 9' X 16' PRE-CAST | | | ARCH | | | 0340 64011 132.000 CY | 53.00000 6996.00| 65.00000 8580.00| 10.00000 1320.00 STRUCTURE EXCAVATION | | | 0350 64102 2.000 EA | 4100.00000 8200.00| 2500.00000 5000.00| 8764.53000 17529.06 DYNAMIC PILE TEST (END BEARING PILES) | | | 0360 64412 2200.000 LF | 34.00000 74800.00| 30.00000 66000.00| 56.18000 123596.00 PRESTR. CONCRETE PILES 12" | | | 0370 64808 108.000 LF | 67.00000 7236.00| 80.00000 8640.00| 53.00000 5724.00 DRIVING TEST FOR 12" PRESTR. CONC. PILE | | | 0380 65013 101.000 CY | 735.00000 74235.00| 600.00000 60600.00| 715.00000 72215.00 CONCRETE CLASS A3 | | | 0390 65200 10780.000 LB | 0.95000 10241.00| 1.50000 16170.00| 1.65000 17787.00 REINF. STEEL | | | 0400 66120 2.000 EA | 135000.00000 270000.00| 115000.00000 230000.00| 148000.00000 296000.00 COFFERDAM | | | 0410 66631 574.000 TON | 57.00000 32718.00| 50.00000 28700.00| 40.00000 22960.00 NS RIPRAP RIPRAP CLASS II | | | 0420 67900 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 39505.00000 39505.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6026 | | | SECTION TOTALS | $ 1,112,207.00| $ 1,121,113.00| $ 1,185,799.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,112,207.00| $ 1,121,113.00| $ 1,185,799.81 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A39 -1 TABULATION OF BIDS CALL ORDER : A39 CONTRACT ID : C00091955N01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 10/03/13 COMPLETION DATE PROJECT(S) : (NFO)9999-029-827 N501 FED # IM-TS09-(258) CONTRACT DESCRIPTION: REPLACEMENT OF OH TRAFFIC SIGN STRUCTURES FAIRFAX COUNTY - VARIOUS LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 2,297,777.00 100.0000% 2 B969 B & B SIGNAL CO., L.L.C. $ 2,347,674.50 102.1716% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 2,613,874.15 113.7567% 4 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 2,635,585.00 114.7015% 5 B924 BRUCE-MERRILEES ELECTRIC COMPANY $ 2,683,215.67 116.7744% 6 E078 ELDERLEE, INCORPORATED $ 2,937,240.91 127.8297% 7 M813 MCCLAIN & CO., INC. $ 2,955,401.68 128.6200% ==================================================================================================================================== |( 1 ) M957 |( 2 ) B969 |( 3 ) F034 |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BID ITEMS | | | 0010 00100 LUMP| 144000.55000 144000.55| 37500.00000 37500.00| 73730.80000 73730.80 MOBILIZATION | | | 0020 13312 1.000 EA | 3050.00000 3050.00| 2525.00000 2525.00| 3300.00000 3300.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 1.000 EA | 1052.00000 1052.00| 820.00000 820.00| 1100.00000 1100.00 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 300.000 LF | 32.00000 9600.00| 22.00000 6600.00| 33.00000 9900.00 GUARDRAIL GR-2 | | | 0050 13323 50.000 LF | 42.00000 2100.00| 28.50000 1425.00| 44.00000 2200.00 GUARDRAIL GR-2A | | | 0060 13349 2.000 EA | 1050.00000 2100.00| 930.00000 1860.00| 1100.00000 2200.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0070 13384 2.000 EA | 3200.00000 6400.00| 600.00000 1200.00| 3300.00000 6600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A39 -2 TABULATION OF BIDS CALL ORDER : A39 CONTRACT ID : C00091955N01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M957 |( 2 ) B969 |( 3 ) F034 |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13462 20.000 LF | 650.00000 13000.00| 300.00000 6000.00| 350.00000 7000.00 MEDIAN BARRIER MB-7F | | | 0090 14370 2090.000 SY | 12.00000 25080.00| 1.90000 3971.00| 20.00000 41800.00 ROADSIDE RESTORATION | | | 0100 24160 1088.000 SF | 3.00000 3264.00| 5.00000 5440.00| 20.00000 21760.00 CONSTRUCTION SIGNS | | | 0110 24272 366.000 HR | 95.00000 34770.00| 33.00000 12078.00| 59.00000 21594.00 TRUCK MOUNTED ATTENUATOR | | | 0120 24278 1800.000 DAY | 2.00000 3600.00| 1.00000 1800.00| 1.00000 1800.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24279 714.000 HR | 75.00000 53550.00| 20.00000 14280.00| 12.00000 8568.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0140 24281 492.000 HR | 50.00000 24600.00| 5.50000 2706.00| 5.00000 2460.00 ELECTRONIC ARROW | | | 0150 24282 786.000 HR | 9.00000 7074.00| 55.00000 43230.00| 29.00000 22794.00 FLAGGER SERVICE | | | 0160 24600 1035.000 LF | 3.50000 3622.50| 1.75000 1811.25| 5.50000 5692.50 REMOVE EXISTING GUARDRAIL | | | 0170 27505 2940.000 LF | 2.00000 5880.00| 1.60000 4704.00| 3.00000 8820.00 TEMP. SILT FENCE | | | 0180 50108 9863.000 SF | 20.40000 201205.20| 25.50000 251506.50| 24.38000 240459.94 SIGN PANEL | | | 0190 50412 79.000 LF | 130.00000 10270.00| 50.00000 3950.00| 51.94000 4103.26 SIGN POST STEEL 12" | | | 0200 50430 132.000 LF | 10.00000 1320.00| 8.25000 1089.00| 15.90000 2098.80 SIGN POST STP-1 2" | | | 0210 50432 74.000 LF | 20.00000 1480.00| 17.50000 1295.00| 16.96000 1255.04 SIGN POST STP-1 2 3/16" | | | 0220 50434 76.000 LF | 30.00000 2280.00| 37.50000 2850.00| 19.08000 1450.08 SIGN POST STP-1 2 1/2" | | | 0230 50490 17.000 EA | 350.00000 5950.00| 165.00000 2805.00| 895.24000 15219.08 CONCRETE FOUNDATION STP-1 | | | 0240 50510 5.000 EA | 750.00000 3750.00| 1140.00000 5700.00| 1488.00000 7440.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | 0250 50518 4.000 EA | 1000.00000 4000.00| 1385.00000 5540.00| 1488.00000 5952.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 6'6" | | | DEPTH | | | 0260 50575 319.000 C.Y.| 1220.00000 389180.00| 870.00000 277530.00| 715.65000 228292.35 CONC. FOUND. O/H SIGN STRUCTURE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A39 -3 TABULATION OF BIDS CALL ORDER : A39 CONTRACT ID : C00091955N01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M957 |( 2 ) B969 |( 3 ) F034 |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 50759 5.000 EA | 220.00000 1100.00| 150.00000 750.00| 90.10000 450.50 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0280 50760 1.000 EA | 800.00000 800.00| 150.00000 150.00| 901.00000 901.00 RELOC. SIGN TY.SP-1 TO O/H STR. | | | 0290 50902 1.000 EA | 29500.00000 29500.00| 36670.00000 36670.00| 37408.46000 37408.46 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0009(A)-CANTLVR (APPROX. 42') | | | 0300 50902 1.000 EA | 32500.00000 32500.00| 36645.00000 36645.00| 40897.98000 40897.98 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0009(B)-CANTLVR (APPROX. 34') | | | 0310 50902 1.000 EA | 39000.00000 39000.00| 53800.00000 53800.00| 50015.04000 50015.04 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0030-FULL SPAN (APPROX. 80') | | | 0320 50902 1.000 EA | 24500.00000 24500.00| 28400.00000 28400.00| 30820.56000 30820.56 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0044-CANTILEVER (APPROX. 40') | | | 0330 50902 1.000 EA | 87000.00000 87000.00| 115480.00000 115480.00| 109180.00000 109180.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0049-FULL SPAN (APPROX. 153') | | | 0340 50902 1.000 EA | 83000.00000 83000.00| 101895.00000 101895.00| 103986.00000 103986.00 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0050-FULL SPAN (APPROX. 130') | | | 0350 50902 1.000 EA | 28000.00000 28000.00| 36115.00000 36115.00| 34941.84000 34941.84 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0073-CANTILEVER (APPROX. 45') | | | 0360 50902 1.000 EA | 19300.00000 19300.00| 22800.00000 22800.00| 24478.58000 24478.58 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0091-CANTILEVER (APPROX. 30') | | | 0370 50902 1.000 EA | 101000.00000 101000.00| 137740.00000 137740.00| 122532.82000 122532.82 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0092-FULL SPAN (APPROX. 174') | | | 0380 50902 1.000 EA | 18500.00000 18500.00| 22465.00000 22465.00| 23575.46000 23575.46 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0104(B)-CANTLVR (APPROX. 36') | | | 0390 50902 1.000 EA | 30500.00000 30500.00| 34286.00000 34286.00| 38282.96000 38282.96 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0107-CANTILEVER (APPROX. 42') | | | 0400 50902 1.000 EA | 32000.00000 32000.00| 44200.00000 44200.00| 36518.06000 36518.06 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0109-FULL SPAN (APPROX. 65') | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A39 -4 TABULATION OF BIDS CALL ORDER : A39 CONTRACT ID : C00091955N01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M957 |( 2 ) B969 |( 3 ) F034 |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 50902 1.000 EA | 18500.00000 18500.00| 20540.00000 20540.00| 24216.76000 24216.76 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0110-CANTILEVER (APPROX. 29') | | | 0420 50902 1.000 EA | 29500.00000 29500.00| 37570.00000 37570.00| 37300.34000 37300.34 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0130-CANTILEVER (APPROX. 40') | | | 0430 50902 1.000 EA | 27000.00000 27000.00| 27120.00000 27120.00| 34444.70000 34444.70 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0138-CANTILEVER (APPROX. 38') | | | 0440 50902 1.000 EA | 32500.00000 32500.00| 38010.00000 38010.00| 39929.14000 39929.14 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0154-CANTILEVER (APPROX. 50') | | | 0450 50902 1.000 EA | 20800.00000 20800.00| 32050.00000 32050.00| 27011.98000 27011.98 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0184-CANTILEVER (APPROX. 35') | | | 0460 50902 1.000 EA | 21800.00000 21800.00| 23785.00000 23785.00| 28239.46000 28239.46 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0188-CANTILEVER (APPROX. 35') | | | 0470 50902 1.000 EA | 31800.00000 31800.00| 44325.00000 44325.00| 36257.30000 36257.30 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-0191-FULL SPAN (APPROX. 60') | | | 0480 50902 1.000 EA | 37500.00000 37500.00| 42215.00000 42215.00| 51152.42000 51152.42 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 000-046-CANTILEVER (APPROX. 50') | | | 0490 50902 1.000 EA | 16500.00000 16500.00| 19850.00000 19850.00| 21953.80000 21953.80 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0104(A)-CANTLVR (APPROX. 26') | | | 0500 50902 1.000 EA | 34500.00000 34500.00| 48375.00000 48375.00| 45087.10000 45087.10 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0180-FULL SPAN (APPROX. 80') | | | 0510 50902 1.000 EA | 30500.00000 30500.00| 42200.00000 42200.00| 34701.22000 34701.22 NS TRAFFIC SIGN TRAFFIC SIGN OH-STR | | | 029-0202-FULL SPAN (APPROX. 59') | | | 0520 51160 23.000 EA | 120.00000 2760.00| 100.00000 2300.00| 142.20000 3270.60 ELEC.SERV.GROUNDING ELECTRODE (10') | | | 0530 51963 1.000 EA | 155.00000 155.00| 100.00000 100.00| 90.10000 90.10 NS REMOVE REMOVE REMOVE EXIST. O/H SIGN | | | STRUCT. TYPE WP-2 | | | 0540 51963 1.000 EA | 1125.00000 1125.00| 725.00000 725.00| 4466.84000 4466.84 NS REMOVE REMOVE REMOVE EXIST. O/H STR | | | TYPE CS-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A39 -5 TABULATION OF BIDS CALL ORDER : A39 CONTRACT ID : C00091955N01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M957 |( 2 ) B969 |( 3 ) F034 |MIDASCO VA LLC (USE N VA: M |B & B SIGNAL CO., L.L.C. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 51963 14.000 EA | 1375.00000 19250.00| 1035.00000 14490.00| 4466.84000 62535.76 NS REMOVE REMOVE REMOVE EXIST. O/H STR | | | TYPE DP-1 | | | 0560 51963 4.000 EA | 1375.00000 5500.00| 2550.00000 10200.00| 4466.84000 17867.36 NS REMOVE REMOVE REMOVE EXIST. O/H STR | | | TYPE DP-2 | | | 0570 51963 2.000 EA | 2750.00000 5500.00| 2790.00000 5580.00| 4466.84000 8933.68 NS REMOVE REMOVE REMOVE EXIST. O/H STR | | | TYPE DP-3 | | | 0580 51963 1.000 EA | 2750.00000 2750.00| 6660.00000 6660.00| 4466.84000 4466.84 NS REMOVE REMOVE REMOVE EXIST. O/H STR | | | TYPE DP-4 | | | 0590 51963 1.000 EA | 2785.00000 2785.00| 8320.00000 8320.00| 4466.84000 4466.84 NS REMOVE REMOVE REMOVE EXIST. O/H STR | | | TYPE DP-5 | | | 0600 51963 45.000 EA | 1500.00000 67500.00| 1020.00000 45900.00| 4466.84000 201007.80 NS REMOVE REMOVE REMOVE EXIST. OH SIGN | | | STRUCT FOUNDATION | | | 0610 52002 2.000 EA | 2300.00000 4600.00| 900.00000 1800.00| 10000.00000 20000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION BARRIER MOUNTED SIGN | | | SUPPORT | | | 0620 52002 26.000 EA | 11000.00000 286000.00| 14285.00000 371410.00| 15548.70000 404266.20 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE RETRIEVAL SYSTEM| | | 0630 55020 2870.000 LF | 2.25000 6457.50| 1.70000 4879.00| 7.70000 22099.00 2 CONDUCTOR CABLE | | | 0640 55500 91.000 EA | 500.00000 45500.00| 615.00000 55965.00| 313.00000 28483.00 LUMINAIRE 150 WATT H.P.S. | | | 0650 55586 23.000 EA | 990.00000 22770.00| 630.00000 14490.00| 785.60000 18068.80 JUNCTION BOX JB-S1 | | | 0660 56030 1355.000 LF | 0.75000 1016.25| 5.00000 6775.00| 0.80000 1084.00 2" CONDUIT | | | 0670 56050 90.000 LF | 35.00000 3150.00| 40.00000 3600.00| 50.60000 4554.00 BORED CONDUIT 2" | | | 0680 56200 1355.000 LF | 11.00000 14905.00| 8.25000 11178.75| 8.00000 10840.00 TRENCH EXCAVATION ECI-1 | | | 0690 56205 31.000 EA | 525.00000 16275.00| 1150.00000 35650.00| 500.00000 15500.00 TEST BORE | | | SECTION TOTALS | $ 2,297,777.00| $ 2,347,674.50| $ 2,613,874.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,297,777.00| $ 2,347,674.50| $ 2,613,874.15 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A43 -1 TABULATION OF BIDS CALL ORDER : A43 CONTRACT ID : C00096286N01 COUNTIES : ORANGE LOUISA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 FAUQUIER CONTRACT TIME : 07/11/13 COMPLETION DATE PROJECT(S) : (NFO) BRDG-967-082, N501 FED # BR-BR07(260) (NFO) BRDG-967-082, N501 FED # BR-BR07(260) (NFO) BRDG-967-082, N501 FED # BR-BR07(260) OTHERS CONTRACT DESCRIPTION: BRIDGE REPAIR CONTRACT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M683 M. D. MILLER CO., INC. $ 644,123.76 100.0000% 2 L026 D. W. LYLE CORPORATION $ 728,705.00 113.1312% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 732,410.66 113.7065% 4 C174 CLECO CORPORATION $ 812,677.00 126.1678% 5 I933 INTERSTATE IMPROVEMENT, INC. $ 893,820.00 138.7653% 6 M640 MARTINS CONSTRUCTION CORP. $ 918,434.00 142.5866% 7 W210 BURLEIGH CONSTRUCTION CO., INC. $ 949,191.00 147.3616% 8 M813 MCCLAIN & CO., INC. $ 979,120.00 152.0081% 9 P936 PROSHOT CONCRETE, INC. $ 998,856.00 155.0721% ==================================================================================================================================== |( 1 ) M683 |( 2 ) L026 |( 3 ) L005 |M. D. MILLER CO., INC. |D. W. LYLE CORPORATION |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 17374 3.000 EA | 500.00000 1500.00| 7500.00000 22500.00| 6000.00000 18000.00 EMERGENCY MOBILIZATION | | | 0020 24160 640.000 SF | 0.01000 6.40| 20.00000 12800.00| 72.00000 46080.00 CONSTRUCTION SIGNS | | | 0030 24272 768.000 HR | 0.01000 7.68| 24.00000 18432.00| 8.00000 6144.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 2536.000 DAY | 0.01000 25.36| 1.50000 3804.00| 4.00000 10144.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A43 -2 TABULATION OF BIDS CALL ORDER : A43 CONTRACT ID : C00096286N01 COUNTIES : ORANGE LOUISA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 FAUQUIER SET-ASIDE : ==================================================================================================================================== |( 1 ) M683 |( 2 ) L026 |( 3 ) L005 |M. D. MILLER CO., INC. |D. W. LYLE CORPORATION |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 24279 768.000 HR | 0.01000 7.68| 12.00000 9216.00| 25.00000 19200.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 864.000 HR | 0.01000 8.64| 4.50000 3888.00| 8.00000 6912.00 ELECTRONIC ARROW | | | 0070 24282 248.000 HR | 40.00000 9920.00| 22.00000 5456.00| 32.00000 7936.00 FLAGGER SERVICE | | | 0080 54100 1720.000 LF | 8.00000 13760.00| 7.00000 12040.00| 8.62000 14826.40 NS PAVEMENT MARKING PAVEMENT MARKING | | | TYPE B CLASS VI CONTRAST 8" | | | 0090 68570 1289.000 LF | 10.00000 12890.00| 37.00000 47693.00| 10.34000 13328.26 EXPANSION JOINT REMOVAL | | | 0100 68571 46.000 LF | 500.00000 23000.00| 110.00000 5060.00| 240.00000 11040.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. TYPE A | | | 0110 68574 1068.000 LF | 40.00000 42720.00| 65.00000 69420.00| 52.00000 55536.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0120 68590 16.000 EA | 3500.00000 56000.00| 3300.00000 52800.00| 800.00000 12800.00 JACKING AND BLOCKING | | | 0130 68600 21.000 SY | 1000.00000 21000.00| 1015.00000 21315.00| 700.00000 14700.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0140 68638 1329.000 SY | 37.00000 49173.00| 59.00000 78411.00| 55.00000 73095.00 EPOXY CONC. OVERLAY | | | 0150 68902 589.000 LF | 85.00000 50065.00| 95.00000 55955.00| 116.00000 68324.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELAST. JT. | | | SEALER MOD. 1.625" | | | 0160 68902 524.000 LF | 85.00000 44540.00| 115.00000 60260.00| 140.00000 73360.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELAST. JT. | | | SEALER MOD. 2.0" | | | 0170 68902 176.000 LF | 100.00000 17600.00| 240.00000 42240.00| 220.00000 38720.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELAST. JT. | | | SEALER MOD. 3.0" | | | 0180 68904 26.000 EA | 700.00000 18200.00| 1825.00000 47450.00| 690.00000 17940.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REPLACE ANCHOR BOLTS | | | 0190 68910 63.000 SY | 600.00000 37800.00| 600.00000 37800.00| 675.00000 42525.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : A43 -3 TABULATION OF BIDS CALL ORDER : A43 CONTRACT ID : C00096286N01 COUNTIES : ORANGE LOUISA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 FAUQUIER SET-ASIDE : ==================================================================================================================================== |( 1 ) M683 |( 2 ) L026 |( 3 ) L005 |M. D. MILLER CO., INC. |D. W. LYLE CORPORATION |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 68910 1.000 SY | 500.00000 500.00| 1050.00000 1050.00| 800.00000 800.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE C PATCHING (VRH) | | | 0210 69500 6.000 SY | 1000.00000 6000.00| 1100.00000 6600.00| 750.00000 4500.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0220 69902 305.000 SF | 140.00000 42700.00| 53.00000 16165.00| 95.00000 28975.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR SHOTCRETE CLASS A LTD. | | | ACCESS <15' | | | 0230 69902 1405.000 SF | 140.00000 196700.00| 70.00000 98350.00| 105.00000 147525.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR SHOTCRETE CLASS A LTD. | | | ACCESS >15' | | | SECTION TOTALS | $ 644,123.76| $ 728,705.00| $ 732,410.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,123.76| $ 728,705.00| $ 732,410.66 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : A56 -1 TABULATION OF BIDS CALL ORDER : A56 CONTRACT ID : C00096576B03 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/01/12 COMPLETION DATE PROJECT(S) : BRDG-961-063,B603 FED # NONE BRDG-961-063,B604 FED # NONE CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT (2) BRIDGES 7.1 MI. TO WASH. CO. 10.7 MI. TO RTE. 23 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 393,700.96 100.0000% 2 K065 KEN CONSTRUCTION CO., INC. $ 396,610.98 100.7391% 3 C1334 CROSSROADS BRIDGE INC $ 563,938.52 143.2403% ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) C1334 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |CROSSROADS BRIDGE 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| 25500.00000 25500.00| 23000.00000 23000.00| 47000.00000 47000.00 MOBILIZATION | | | 0020 00101 LUMP| 3850.00000 3850.00| 3000.00000 3000.00| 15000.00000 15000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10128 120.000 TON | 40.00000 4800.00| 35.00000 4200.00| 41.00000 4920.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10608 40.000 TON | 242.00000 9680.00| 225.00000 9000.00| 250.00000 10000.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0050 10628 446.000 SY | 18.00000 8028.00| 0.01000 4.46| 17.50000 7805.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 10642 24.000 TON | 214.50000 5148.00| 200.00000 4800.00| 230.00000 5520.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 13345 6.000 EA | 2700.00000 16200.00| 3500.00000 21000.00| 3900.00000 23400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13383 6.000 EA | 2700.00000 16200.00| 3500.00000 21000.00| 3900.00000 23400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : A56 -2 TABULATION OF BIDS CALL ORDER : A56 CONTRACT ID : C00096576B03 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) C1334 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |CROSSROADS BRIDGE INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13607 2.000 EA | 4500.00000 9000.00| 19500.00000 39000.00| 15500.00000 31000.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0100 24265 LUMP| 35164.00000 35164.00| 27100.00000 27100.00| 42500.00000 42500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1068 | | | 0110 24265 LUMP| 19014.00000 19014.00| 26265.00000 26265.00| 45000.00000 45000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1070 | | | 0120 27430 52.000 CY | 1.00000 52.00| 0.01000 0.52| 0.01000 0.52 SILTATION CONTROL EXCAVATION | | | 0130 27505 300.000 LF | 3.00000 900.00| 4.00000 1200.00| 4.00000 1200.00 TEMP. SILT FENCE | | | 0140 52000 LUMP| 27500.00000 27500.00| 37976.00000 37976.00| 47500.00000 47500.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TR. CONTROL SIG.STR.| | | NO. 1068 | | | 0150 52000 LUMP| 29700.00000 29700.00| 38976.00000 38976.00| 47500.00000 47500.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TR. CONTROL SIG.STR.| | | NO. 1070 | | | 0160 54055 630.000 LF | 3.80000 2394.00| 2.80000 1764.00| 7.50000 4725.00 TYPE B CLASS IV PAVE. LINE MARKING 4" | | | 0170 66120 1.000 EA | 500.00000 500.00| 700.00000 700.00| 6500.00000 6500.00 COFFERDAM | | | 0180 66920 1.000 CY | 4500.00000 4500.00| 2000.00000 2000.00| 1325.00000 1325.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE UNDERMINING REPAIR | | | 0190 67904 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 10000.00000 10000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING STR. | | | NO. 1068 | | | 0200 67904 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 10000.00000 10000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING STR. | | | NO. 1070 | | | 0210 68023 66.000 LF | 145.00000 9570.00| 150.00000 9900.00| 260.00000 17160.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0220 68040 34.600 CY | 2000.00000 69200.00| 1000.00000 34600.00| 2250.00000 77850.00 CONCRETE CLASS A4 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : A56 -3 TABULATION OF BIDS CALL ORDER : A56 CONTRACT ID : C00096576B03 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) C1334 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |CROSSROADS BRIDGE INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 68090 71.000 SY | 37.76000 2680.96| 37.00000 2627.00| 50.00000 3550.00 BRIDGE DECK GROOVING | | | 0240 68101 3050.000 LB | 3.00000 9150.00| 3.00000 9150.00| 2.60000 7930.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0250 68900 LUMP| 12000.00000 12000.00| 7000.00000 7000.00| 12500.00000 12500.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1068 | | | 0260 68900 LUMP| 12000.00000 12000.00| 7000.00000 7000.00| 12500.00000 12500.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1070 | | | 0270 69011 81.000 CY | 30.00000 2430.00| 60.00000 4860.00| 17.00000 1377.00 STRUCTURE EXCAVATION | | | 0280 69030 11.200 CY | 2500.00000 28000.00| 2000.00000 22400.00| 2200.00000 24640.00 CONCRETE CLASS A3 | | | 0290 69101 1160.000 LB | 2.50000 2900.00| 3.00000 3480.00| 2.60000 3016.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0300 69500 16.000 SY | 1200.00000 19200.00| 950.00000 15200.00| 620.00000 9920.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0310 69805 184.000 SY | 35.00000 6440.00| 62.00000 11408.00| 50.00000 9200.00 WATERPROOFING | | | SECTION TOTALS | $ 393,700.96| $ 396,610.98| $ 563,938.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,700.96| $ 396,610.98| $ 563,938.52 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : J99 -1 TABULATION OF BIDS CALL ORDER : J99 CONTRACT ID : C00094944C01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/06/13 COMPLETION DATE PROJECT(S) : (FO)0495-029-874, C501 FED # NH-495-1(503) CONTRACT DESCRIPTION: SOUND WALLS FROM: OLD DOMINION BLVD TO: GEORGETOWN PIKE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C958 CENTURY CONCRETE, INC. $ 4,368,459.00 100.0000% 2 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 5,473,451.00 125.2948% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 5,976,590.56 136.8123% ==================================================================================================================================== |( 1 ) C958 |( 2 ) V941 |( 3 ) F034 |CENTURY CONCRETE, INC. |VIRGINIA SIGN & LIGHTING CO |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 241000.00000 241000.00| 250000.00000 250000.00| 219600.00000 219600.00 MOBILIZATION | | | 0020 00102 LUMP| 30000.00000 30000.00| 54300.00000 54300.00| 29645.00000 29645.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00112 3.800 UNIT| 17000.00000 64600.00| 10000.00000 38000.00| 13200.00000 50160.00 CLEARING AND GRUBBING | | | 0040 00120 601.000 CY | 25.00000 15025.00| 50.00000 30050.00| 41.05000 24671.05 REGULAR EXCAVATION | | | 0050 00140 10887.000 CY | 28.00000 304836.00| 15.00000 163305.00| 21.00000 228627.00 BORROW EXCAVATION | | | 0060 00700 62.000 LF | 100.00000 6200.00| 25.00000 1550.00| 55.00000 3410.00 POST INSTALLATION INSPECTION | | | 0070 01150 195.000 LF | 30.00000 5850.00| 65.00000 12675.00| 58.65000 11436.75 15" PIPE | | | 0080 01152 99.000 LF | 45.00000 4455.00| 65.00000 6435.00| 82.60000 8177.40 15" CONC. PIPE | | | 0090 01360 314.000 LF | 65.00000 20410.00| 130.00000 40820.00| 81.33000 25537.62 36" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : J99 -2 TABULATION OF BIDS CALL ORDER : J99 CONTRACT ID : C00094944C01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C958 |( 2 ) V941 |( 3 ) F034 |CENTURY CONCRETE, INC. |VIRGINIA SIGN & LIGHTING CO |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 06150 5.000 EA | 250.00000 1250.00| 960.00000 4800.00| 1030.50000 5152.50 15" END SECTION ES-1 OR 2 | | | 0110 06151 8.000 EA | 250.00000 2000.00| 960.00000 7680.00| 1030.50000 8244.00 15" END SECTION ES-1 | | | 0120 06360 1.000 EA | 600.00000 600.00| 2400.00000 2400.00| 1750.00000 1750.00 36" END SECTION ES-1 OR 2 | | | 0130 07506 11.000 EA | 4600.00000 50600.00| 4350.00000 47850.00| 3750.00000 41250.00 DROP INLET DI-5 | | | 0140 09150 87.000 TON | 100.00000 8700.00| 80.00000 6960.00| 41.07000 3573.09 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09185 373.000 SY | 46.00000 17158.00| 50.00000 18650.00| 65.00000 24245.00 PAVED DITCH PG-2A | | | 0160 10000 7.600 TON | 400.00000 3040.00| 140.00000 1064.00| 2200.00000 16720.00 LIME | | | 0170 10128 46.000 TON | 74.00000 3404.00| 70.00000 3220.00| 41.00000 1886.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10642 12.800 TON | 310.00000 3968.00| 500.00000 6400.00| 320.00000 4096.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0190 12322 175.000 LF | 20.00000 3500.00| 50.00000 8750.00| 60.00000 10500.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0200 13320 567.000 LF | 22.00000 12474.00| 22.00000 12474.00| 22.00000 12474.00 GUARDRAIL GR-2 | | | 0210 13345 1.000 EA | 2800.00000 2800.00| 2700.00000 2700.00| 2750.00000 2750.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0220 13349 1.000 EA | 800.00000 800.00| 1500.00000 1500.00| 825.00000 825.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0230 13755 107108.000 SF | 23.50000 2517038.00| 31.00000 3320348.00| 39.00000 4177212.00 SOUND BARRIER WALL ABSORPTIVE | | | 0240 13810 10872.000 SF | 50.00000 543600.00| 100.00000 1087200.00| 60.50000 657756.00 RETAINING STRUCTURE | | | 0250 16335 6.400 TON | 450.00000 2880.00| 500.00000 3200.00| 350.00000 2240.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0260 24265 LUMP| 125000.00000 125000.00| 170000.00000 170000.00| 175000.00000 175000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC WALL 13A | | | 0261 24265 LUMP| 133000.00000 133000.00| 80000.00000 80000.00| 88000.00000 88000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC WALL 13E | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : J99 -3 TABULATION OF BIDS CALL ORDER : J99 CONTRACT ID : C00094944C01 COUNTIES : FAIRFAX LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) C958 |( 2 ) V941 |( 3 ) F034 |CENTURY CONCRETE, INC. |VIRGINIA SIGN & LIGHTING CO |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 25565 LUMP| 3500.00000 3500.00| 9500.00000 9500.00| 5876.45000 5876.45 PROGRESS SCHEDULE BASELINE | | | 0280 25567 16.000 EA | 600.00000 9600.00| 50.00000 800.00| 1626.00000 26016.00 PROGRESS SCHEDULE UPDATES | | | 0290 27102 836.000 LB | 19.00000 15884.00| 1.50000 1254.00| 13.20000 11035.20 REGULAR SEED | | | 0300 27103 190.000 LB | 12.00000 2280.00| 3.50000 665.00| 11.00000 2090.00 OVERSEEDING | | | 0310 27215 1.900 TON | 2200.00000 4180.00| 1250.00000 2375.00| 6600.00000 12540.00 FERTILIZER(15-30-15) | | | 0320 27415 37.000 EA | 3600.00000 133200.00| 100.00000 3700.00| 300.00000 11100.00 CHECK DAM(ROCK) TY. II | | | 0330 27430 2489.000 CY | 18.00000 44802.00| 14.00000 34846.00| 10.00000 24890.00 SILTATION CONTROL EXCAVATION | | | 0340 27461 11.000 EA | 300.00000 3300.00| 95.00000 1045.00| 300.00000 3300.00 INLET PROTECTION TYPE B | | | 0350 27505 13600.000 LF | 1.70000 23120.00| 2.50000 34000.00| 3.00000 40800.00 TEMP. SILT FENCE | | | 0360 50430 28.000 LF | 60.00000 1680.00| 20.00000 560.00| 20.25000 567.00 SIGN POST STP-1 2" | | | 0370 50490 2.000 EA | 800.00000 1600.00| 300.00000 600.00| 700.00000 1400.00 CONCRETE FOUNDATION STP-1 | | | 0380 50762 1.000 EA | 600.00000 600.00| 900.00000 900.00| 1250.00000 1250.00 RELOC. EXIST. SIGN PANEL TY. SP-3 | | | 0390 51910 175.000 LF | 3.00000 525.00| 5.00000 875.00| 4.50000 787.50 SAW CUT | | | SECTION TOTALS | $ 4,368,459.00| $ 5,473,451.00| $ 5,976,590.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,368,459.00| $ 5,473,451.00| $ 5,976,590.56 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : K71 -1 TABULATION OF BIDS CALL ORDER : K71 CONTRACT ID : C00097606B COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/19/13 COMPLETION DATE PROJECT(S) : (NFO)0685-076-041, M501 FED # STP-PM09(274) CONTRACT DESCRIPTION: APPROACHES & REPLACE BRIDGE SUPERSTRUCTURE RTE. 685 (LIGHTNER RD.) OVER CATHARPIN CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 799,083.50 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 991,367.60 124.0631% 3 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 1,032,086.00 129.1587% ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F031 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 64500.00000 64500.00| 63250.00000 63250.00| 80000.00000 80000.00 MOBILIZATION | | | 0020 00101 LUMP| 9150.00000 9150.00| 10000.00000 10000.00| 7000.00000 7000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 49.000 CY | 40.00000 1960.00| 60.00000 2940.00| 53.00000 2597.00 REGULAR EXCAVATION | | | 0040 10128 55.000 TON | 30.00000 1650.00| 38.00000 2090.00| 88.00000 4840.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10610 16.000 TON | 350.00000 5600.00| 180.00000 2880.00| 176.00000 2816.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0060 10628 440.000 SY | 15.00000 6600.00| 14.20000 6248.00| 12.00000 5280.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0070 10635 57.000 TON | 375.00000 21375.00| 190.00000 10830.00| 176.00000 10032.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0080 10642 48.000 TON | 350.00000 16800.00| 147.00000 7056.00| 176.00000 8448.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0090 11070 170.000 LF | 6.00000 1020.00| 6.00000 1020.00| 7.00000 1190.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | ASPHALT PAVEMENT (FULL DEPTH) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : K71 -2 TABULATION OF BIDS CALL ORDER : K71 CONTRACT ID : C00097606B COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F031 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13383 3.000 EA | 4100.00000 12300.00| 2310.00000 6930.00| 5000.00000 15000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 13495 72.000 LF | 50.00000 3600.00| 60.00000 4320.00| 122.00000 8784.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0120 13606 1.000 EA | 6000.00000 6000.00| 18425.00000 18425.00| 24225.00000 24225.00 IMPACT ATTEN. (TL-2, 45 MPH MAX. DES | | | SP) | | | 0130 13630 3.000 EA | 4200.00000 12600.00| 5225.00000 15675.00| 4720.00000 14160.00 IMPACT ATTENUATOR SERVICE TYPE I-A | | | 0140 24100 50.000 HR | 14.00000 700.00| 30.00000 1500.00| 82.00000 4100.00 ALLAYING DUST | | | 0150 24152 1.000 EA | 300.00000 300.00| 328.00000 328.00| 336.00000 336.00 TYPE III BARRICADE 8' | | | 0160 24160 237.000 SF | 17.00000 4029.00| 20.00000 4740.00| 50.00000 11850.00 CONSTRUCTION SIGNS | | | 0170 24278 2880.000 DAY | 0.25000 720.00| 1.20000 3456.00| 1.00000 2880.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24279 1500.000 HR | 3.00000 4500.00| 20.00000 30000.00| 10.00000 15000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0190 24282 512.000 HR | 16.00000 8192.00| 20.00000 10240.00| 23.00000 11776.00 FLAGGER SERVICE | | | 0200 24297 400.000 LF | 38.00000 15200.00| 38.33000 15332.00| 40.00000 16000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0210 24430 31.000 SY | 20.00000 620.00| 28.00000 868.00| 71.00000 2201.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0220 24601 160.000 LF | 11.00000 1760.00| 11.00000 1760.00| 13.00000 2080.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL STR. NO. 6039 | | | 0230 27012 0.100 ACRE| 20000.00000 2000.00| 20000.00000 2000.00| 54910.00000 5491.00 TOPSOIL CLASS A 2" | | | 0240 27102 8.000 LB | 35.00000 280.00| 13.20000 105.60| 139.00000 1112.00 REGULAR SEED | | | 0250 27103 6.000 LB | 45.00000 270.00| 11.00000 66.00| 139.00000 834.00 OVERSEEDING | | | 0260 27215 0.020 TON | 20000.00000 400.00| 6600.00000 132.00| 10400.00000 208.00 FERTILIZER(15-30-15) | | | 0270 27250 0.200 TON | 2200.00000 440.00| 2200.00000 440.00| 4100.00000 820.00 LIME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : K71 -3 TABULATION OF BIDS CALL ORDER : K71 CONTRACT ID : C00097606B COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F031 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27422 1.000 EA | 1200.00000 1200.00| 3600.00000 3600.00| 4300.00000 4300.00 DEWATERING BASIN | | | 0290 27430 20.000 CY | 42.00000 840.00| 10.00000 200.00| 112.00000 2240.00 SILTATION CONTROL EXCAVATION | | | 0300 27506 210.000 LF | 2.50000 525.00| 28.00000 5880.00| 3.00000 630.00 TEMP. FILTER BARRIER | | | 0310 51956 LUMP| 42900.00000 42900.00| 69000.00000 69000.00| 42000.00000 42000.00 PORTABLE TRAFFIC CONTROL SIGNAL | | | 0320 54032 450.000 LF | 3.50000 1575.00| 3.30000 1485.00| 2.00000 900.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0330 54105 380.000 LF | 3.50000 1330.00| 3.30000 1254.00| 3.00000 1140.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0340 54242 35.000 EA | 18.00000 630.00| 15.40000 539.00| 20.00000 700.00 TEMP. PAVE. MARKER 2 WAY | | | 0350 54425 2.000 EA | 240.00000 480.00| 220.00000 440.00| 223.00000 446.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 0360 54510 835.000 LF | 2.50000 2087.50| 2.20000 1837.00| 2.00000 1670.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0370 54514 340.000 LF | 4.50000 1530.00| 4.40000 1496.00| 3.00000 1020.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0380 54522 20.000 LF | 22.00000 440.00| 22.00000 440.00| 15.00000 300.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0390 61130 4.000 EA | 13670.00000 54680.00| 14875.00000 59500.00| 13000.00000 52000.00 PRESTR. CONC. SLAB 3' X 15" X(+30' - | | | 35') | | | 0400 61180 4.000 EA | 14270.00000 57080.00| 12625.00000 50500.00| 13000.00000 52000.00 PRESTR. CONC. SLAB 4' X 15" X(+30' - | | | 35') | | | 0410 62031 63.000 LF | 225.00000 14175.00| 335.00000 21105.00| 381.00000 24003.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0420 62201 97.000 SY | 34.00000 3298.00| 30.00000 2910.00| 101.00000 9797.00 WATERPROOFING | | | 0430 68101 1780.000 LB | 2.25000 4005.00| 2.50000 4450.00| 2.25000 4005.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0440 68474 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 4700.00000 4700.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STRUCTURE NO. 6039 | | | 0450 68490 LUMP| 2500.00000 2500.00| 8000.00000 8000.00| 4700.00000 4700.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 6039 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/26/12 PAGE : K71 -4 TABULATION OF BIDS CALL ORDER : K71 CONTRACT ID : C00097606B COUNTIES : PRINCE WILLIAM LETTING DATE : 04/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) F034 |( 3 ) F031 |MARTINS CONSTRUCTION CORP. |FORT MYER CONSTRUCTION CORP |FLIPPO CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 68900 LUMP| 55500.00000 55500.00| 200000.00000 200000.00| 172000.00000 172000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6039 | | | 0470 69005 36.000 TON | 35.00000 1260.00| 42.00000 1512.00| 70.00000 2520.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0480 69011 90.000 CY | 45.00000 4050.00| 58.00000 5220.00| 145.00000 13050.00 STRUCTURE EXCAVATION | | | 0490 69025 16.000 CY | 610.00000 9760.00| 1168.00000 18688.00| 644.00000 10304.00 NS CONCRETE CONCRETE CONC. CL. A-4, | | | BRIDGE MOMENT SLAB | | | 0500 69025 18.000 CY | 160.00000 2880.00| 600.00000 10800.00| 1015.00000 18270.00 NS CONCRETE CONCRETE LIGHTWEIGHT | | | FLOWABLE FILL | | | 0510 69040 36.000 CY | 417.00000 15012.00| 1250.00000 45000.00| 745.00000 26820.00 CONCRETE CLASS A4 | | | 0520 69101 3000.000 LB | 3.00000 9000.00| 2.50000 7500.00| 2.25000 6750.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0530 69500 16.000 SY | 575.00000 9200.00| 470.00000 7520.00| 750.00000 12000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0540 69620 4.000 EA | 16200.00000 64800.00| 20000.00000 80000.00| 42300.00000 169200.00 COFFERDAM | | | 0550 69639 190.000 TON | 95.00000 18050.00| 60.00000 11400.00| 126.00000 23940.00 DRY RIPRAP CL. II | | | 0560 69700 30.000 LF | 208.00000 6240.00| 350.00000 10500.00| 408.50000 12255.00 CONCRETE PARAPET | | | 0570 69805 42.000 SY | 70.00000 2940.00| 30.00000 1260.00| 52.00000 2184.00 WATERPROOFING | | | 0580 69901 390.000 LF | 445.00000 173550.00| 215.00000 83850.00| 189.00000 73710.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR MICROPILE 6 5/8" DIA | | | 0590 69905 1.000 EA | 16500.00000 16500.00| 22425.00000 22425.00| 14700.00000 14700.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR LOAD TEST MICROPILE 6 5/8" | | | DIS | | | 0600 69905 1.000 EA | 10500.00000 10500.00| 22425.00000 22425.00| 8772.00000 8772.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR MICROPILE/PROOF L. TEST | | | SECTION TOTALS | $ 799,083.50| $ 991,367.60| $ 1,032,086.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 799,083.50| $ 991,367.60| $ 1,032,086.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R71 -1 TABULATION OF BIDS CALL ORDER : R71 CONTRACT ID : CM00101251N01 COUNTIES : CHESAPEAKE HAMPTON LETTING DATE : 04/25/12 10:00 AM DISTRICT : 05 NORFOLK OTHERS CONTRACT TIME : 04/30/13 COMPLETION DATE PROJECT(S) : 0064-121-217, N501 FED # NONE CONTRACT DESCRIPTION: INTERSTATE FENCE REMOVAL AND INSTALLATION VARIOUS LOCATIONS IN THE CITIES OF CHESAPEAKE, HAMPTON NEWPORT NEWS, NORFOLK, SUFFOLK & VIRGINIA BEACH SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H459 HURRICANE FENCE CO. $ 127,327.72 100.0000% 2 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 180,361.50 141.6514% 3 N219 NU-VALLEY FENCE CO., INC. $ 243,180.00 190.9875% ==================================================================================================================================== |( 1 ) H459 |( 2 ) G1006 |( 3 ) N219 |HURRICANE FENCE CO. |GFS FENCE, GUARDRAIL & SIGN |NU-VALLEY FENCE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 22501 28076.000 LF | 2.96000 83104.96| 4.53000 127184.28| 6.00000 168456.00 FENCE FE-W1 | | | 0020 22541 87.000 EA | 120.00000 10440.00| 204.30000 17774.10| 400.00000 34800.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0030 22581 54.000 EA | 120.00000 6480.00| 204.30000 11032.20| 400.00000 21600.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0040 24602 18324.000 LF | 1.49000 27302.76| 1.33000 24370.92| 1.00000 18324.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE REMOVE EXISTING FENCE | | | SECTION TOTALS | $ 127,327.72| $ 180,361.50| $ 243,180.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 127,327.72| $ 180,361.50| $ 243,180.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R78 -1 TABULATION OF BIDS CALL ORDER : R78 CONTRACT ID : C0082241N01 COUNTIES : ALBEMARLE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/26/12 COMPLETION DATE PROJECT(S) : 0704-002-P01, N501 FED # NONE CONTRACT DESCRIPTION: 1.60 MI. STOCN, ST, DRAIN AND INCIDENTALS RTE. 715 END OF MAINTENANCE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 422,373.61 100.0000% 2 S1131 SHELBECK EXCAVATING, LLC $ 459,992.40 108.9065% 3 K003 KENT & SONS, INC., J. L. $ 492,630.80 116.6339% 4 P203 PEARSON CONSTRUCTION, INC. $ 535,891.77 126.8762% 5 J273 JIREH CONSTRUCTION COMPANY, INC. $ 575,270.00 136.1993% 6 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 624,575.00 147.8726% ==================================================================================================================================== |( 1 ) H004 |( 2 ) S1131 |( 3 ) K003 |HALEY, CHISHOLM & MORRIS, I |SHELBECK EXCAVATING, LLC |KENT & SONS, INC., J. L. 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| 55376.79000 55376.79| 38000.00000 38000.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 00122 8275.000 LF | 3.50000 28962.50| 5.60000 46340.00| 21.00000 173775.00 NS GRADING GRADING RURAL RUSTIC | | | 0030 00700 85.000 LF | 4.20000 357.00| 21.45000 1823.25| 15.88000 1349.80 POST INSTALLATION INSPECTION | | | 0040 01150 432.000 LF | 30.38000 13124.16| 34.00000 14688.00| 30.00000 12960.00 15" PIPE | | | 0050 01180 19.000 LF | 37.00000 703.00| 53.00000 1007.00| 35.00000 665.00 18" PIPE | | | 0060 01240 22.000 LF | 69.77000 1534.94| 49.00000 1078.00| 40.00000 880.00 24" PIPE | | | 0070 06150 8.000 EA | 245.32000 1962.56| 219.00000 1752.00| 160.00000 1280.00 15" END SECTION ES-1 OR 2 | | | 0080 06180 2.000 EA | 281.03000 562.06| 243.00000 486.00| 200.00000 400.00 18" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R78 -2 TABULATION OF BIDS CALL ORDER : R78 CONTRACT ID : C0082241N01 COUNTIES : ALBEMARLE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) H004 |( 2 ) S1131 |( 3 ) K003 |HALEY, CHISHOLM & MORRIS, I |SHELBECK EXCAVATING, LLC |KENT & SONS, INC., J. L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 06240 2.000 EA | 352.25000 704.50| 275.50000 551.00| 300.00000 600.00 24" END SECTION ES-1 OR 2 | | | 0100 09148 1026.000 TON | 40.35000 41399.10| 43.00000 44118.00| 30.00000 30780.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 09150 68.000 TON | 49.77000 3384.36| 43.00000 2924.00| 40.00000 2720.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10090 8925.000 TON | 15.87000 141639.75| 18.65000 166451.25| 14.00000 124950.00 AGGR. MATL. NO. 21A | | | 0130 10424 16310.000 SY | 4.71000 76820.10| 5.63000 91825.30| 6.00000 97860.00 BLOTTED SEAL COAT TY. D | | | 0140 10635 61.000 TON | 147.08000 8971.88| 168.00000 10248.00| 220.00000 13420.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0150 24100 180.000 HR | 0.14000 25.20| 1.00000 180.00| 12.00000 2160.00 ALLAYING DUST | | | 0160 24160 88.000 SF | 19.12000 1682.56| 11.25000 990.00| 10.00000 880.00 CONSTRUCTION SIGNS | | | 0170 24282 960.000 HR | 17.86000 17145.60| 15.00000 14400.00| 1.00000 960.00 FLAGGER SERVICE | | | 0180 27102 371.000 LB | 12.69000 4707.99| 18.40000 6826.40| 12.00000 4452.00 REGULAR SEED | | | 0190 27103 232.000 LB | 9.76000 2264.32| 0.10000 23.20| 3.50000 812.00 OVERSEEDING | | | 0200 27215 1.000 TON | 1225.98000 1225.98| 1870.00000 1870.00| 1600.00000 1600.00 FERTILIZER(15-30-15) | | | 0210 27250 4.000 TON | 249.99000 999.96| 281.00000 1124.00| 200.00000 800.00 LIME | | | 0220 27415 132.000 EA | 113.96000 15042.72| 70.00000 9240.00| 40.00000 5280.00 CHECK DAM(ROCK) TY. II | | | 0230 27430 297.000 CY | 0.14000 41.58| 1.00000 297.00| 1.00000 297.00 SILTATION CONTROL EXCAVATION | | | 0240 27506 1500.000 LF | 2.49000 3735.00| 2.50000 3750.00| 2.50000 3750.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 422,373.61| $ 459,992.40| $ 492,630.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,373.61| $ 459,992.40| $ 492,630.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R79 -1 TABULATION OF BIDS CALL ORDER : R79 CONTRACT ID : C0082244N01 COUNTIES : ALBEMARLE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/02/12 COMPLETION DATE PROJECT(S) : 0608-002-P04, N501 FED # NONE CONTRACT DESCRIPTION: 1.10 MI. STONE, ST, DRAIN AND INCIDENTALS RTE. 645 RTE. 646 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S1131 SHELBECK EXCAVATING, LLC $ 369,990.90 100.0000% 2 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 373,365.04 100.9120% 3 K003 KENT & SONS, INC., J. L. $ 399,489.50 107.9728% 4 J273 JIREH CONSTRUCTION COMPANY, INC. $ 498,756.00 134.8022% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 527,790.50 142.6496% ==================================================================================================================================== |( 1 ) S1131 |( 2 ) H004 |( 3 ) K003 |SHELBECK EXCAVATING, LLC |HALEY, CHISHOLM & MORRIS, I |KENT & SONS, INC., J. L. 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| 31450.00000 31450.00| 56588.75000 56588.75| 10000.00000 10000.00 MOBILIZATION | | | 0020 00122 5961.000 LF | 5.50000 32785.50| 3.45000 20565.45| 20.00000 119220.00 NS GRADING GRADING RURAL RUSTIC | | | 0030 00211 126.000 CY | 63.00000 7938.00| 17.54000 2210.04| 25.00000 3150.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0040 00506 159.000 TON | 17.85000 2838.15| 25.21000 4008.39| 25.00000 3975.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. BEDDING MATL. AGGR. NO. 57 | | | 0050 00700 103.000 LF | 15.50000 1596.50| 4.20000 432.60| 13.10000 1349.30 POST INSTALLATION INSPECTION | | | 0060 01150 181.000 LF | 30.00000 5430.00| 30.65000 5547.65| 30.00000 5430.00 15" PIPE | | | 0070 01240 46.000 LF | 71.50000 3289.00| 56.80000 2612.80| 40.00000 1840.00 24" PIPE | | | 0080 01420 30.000 LF | 140.75000 4222.50| 92.13000 2763.90| 80.00000 2400.00 42" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R79 -2 TABULATION OF BIDS CALL ORDER : R79 CONTRACT ID : C0082244N01 COUNTIES : ALBEMARLE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) S1131 |( 2 ) H004 |( 3 ) K003 |SHELBECK EXCAVATING, LLC |HALEY, CHISHOLM & MORRIS, I |KENT & SONS, INC., J. L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01480 99.000 LF | 118.00000 11682.00| 96.01000 9504.99| 90.00000 8910.00 48" PIPE | | | 0100 02092 2.000 EA | 4725.00000 9450.00| 2565.37000 5130.74| 3600.00000 7200.00 NS SPEC. DES. SPEC. DES. SPEC. DES. | | | CONC. SLAB END TRTMNT (3-48") | | | 0110 02092 2.000 EA | 2310.00000 4620.00| 3403.09000 6806.18| 2400.00000 4800.00 NS SPEC. DES. SPEC. DES. SPEC. DES. | | | CONC. SLAB END TRTMNT (42") | | | 0120 06150 4.000 EA | 220.00000 880.00| 245.32000 981.28| 200.00000 800.00 15" END SECTION ES-1 OR 2 | | | 0130 06240 2.000 EA | 275.00000 550.00| 331.78000 663.56| 300.00000 600.00 24" END SECTION ES-1 OR 2 | | | 0140 09148 105.000 TON | 34.75000 3648.75| 54.45000 5717.25| 45.00000 4725.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0150 10090 7848.000 TON | 15.00000 117720.00| 15.61000 122507.28| 14.00000 109872.00 AGGR. MATL. NO. 21A | | | 0160 10424 11768.000 SY | 5.45000 64135.60| 5.15000 60605.20| 5.65000 66489.20 BLOTTED SEAL COAT TY. D | | | 0170 10635 93.000 TON | 169.50000 15763.50| 130.27000 12115.11| 200.00000 18600.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0180 24100 160.000 HR | 0.50000 80.00| 0.14000 22.40| 12.00000 1920.00 ALLAYING DUST | | | 0190 24150 8.000 EA | 132.00000 1056.00| 336.69000 2693.52| 100.00000 800.00 TYPE III BARRICADE 4' | | | 0200 24160 609.000 SF | 28.80000 17539.20| 21.22000 12922.98| 16.00000 9744.00 CONSTRUCTION SIGNS | | | 0210 24282 800.000 HR | 14.50000 11600.00| 17.86000 14288.00| 1.00000 800.00 FLAGGER SERVICE | | | 0220 27102 256.000 LB | 19.35000 4953.60| 12.22000 3128.32| 12.00000 3072.00 REGULAR SEED | | | 0230 27103 160.000 LB | 0.10000 16.00| 9.76000 1561.60| 3.50000 560.00 OVERSEEDING | | | 0240 27215 1.000 TON | 1838.00000 1838.00| 1225.98000 1225.98| 1600.00000 1600.00 FERTILIZER(15-30-15) | | | 0250 27250 3.000 TON | 298.00000 894.00| 249.99000 749.97| 200.00000 600.00 LIME | | | 0260 27415 76.000 EA | 78.00000 5928.00| 113.96000 8660.96| 40.00000 3040.00 CHECK DAM(ROCK) TY. II | | | 0270 27422 1.000 EA | 1100.00000 1100.00| 467.40000 467.40| 300.00000 300.00 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R79 -3 TABULATION OF BIDS CALL ORDER : R79 CONTRACT ID : C0082244N01 COUNTIES : ALBEMARLE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) S1131 |( 2 ) H004 |( 3 ) K003 |SHELBECK EXCAVATING, LLC |HALEY, CHISHOLM & MORRIS, I |KENT & SONS, INC., J. L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27430 629.000 CY | 1.00000 629.00| 0.14000 88.06| 1.00000 629.00 SILTATION CONTROL EXCAVATION | | | 0290 27506 3532.000 LF | 1.80000 6357.60| 2.49000 8794.68| 2.00000 7064.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 369,990.90| $ 373,365.04| $ 399,489.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,990.90| $ 373,365.04| $ 399,489.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R80 -1 TABULATION OF BIDS CALL ORDER : R80 CONTRACT ID : C0002432N01 COUNTIES : LOUISA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/02/12 COMPLETION DATE PROJECT(S) : 0697-054-P90,N501 FED # NONE CONTRACT DESCRIPTION: 1.0 MI. STONE, S.T., DRAIN AND INCIDENTALS 0.37 MI. W. RTE. 646 1.37 MI. W. RTE. 646 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 327,598.09 100.0000% 2 K003 KENT & SONS, INC., J. L. $ 349,570.20 106.7070% 3 G982 GOODMAN EXCAVATING, LLC $ 350,105.09 106.8703% 4 S1131 SHELBECK EXCAVATING, LLC $ 359,934.40 109.8707% 5 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 366,480.29 111.8689% 6 P203 PEARSON CONSTRUCTION, INC. $ 417,555.33 127.4596% 7 J273 JIREH CONSTRUCTION COMPANY, INC. $ 470,230.50 143.5388% ==================================================================================================================================== |( 1 ) H004 |( 2 ) K003 |( 3 ) G982 |HALEY, CHISHOLM & MORRIS, I |KENT & SONS, INC., J. L. |GOODMAN EXCAVATING, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 41913.09000 41913.09| 35665.50000 35665.50| 18915.00000 18915.00 MOBILIZATION | | | 0020 00122 5280.000 LF | 3.30000 17424.00| 15.50000 81840.00| 4.65000 24552.00 NS GRADING GRADING RURAL RUSTIC | | | 0030 00211 122.000 CY | 17.45000 2128.90| 10.00000 1220.00| 20.00000 2440.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0040 00506 110.000 TON | 21.85000 2403.50| 20.00000 2200.00| 29.00000 3190.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. BEDDING MATL. AGGR. NO. 57 | | | 0050 00700 73.000 LF | 5.25000 383.25| 10.00000 730.00| 10.50000 766.50 POST INSTALLATION INSPECTION | | | 0060 01150 20.000 LF | 29.94000 598.80| 35.00000 700.00| 25.00000 500.00 15" PIPE | | | 0070 01600 60.000 LF | 145.25000 8715.00| 140.00000 8400.00| 305.53000 18331.80 60" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R80 -2 TABULATION OF BIDS CALL ORDER : R80 CONTRACT ID : C0002432N01 COUNTIES : LOUISA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) H004 |( 2 ) K003 |( 3 ) G982 |HALEY, CHISHOLM & MORRIS, I |KENT & SONS, INC., J. L. |GOODMAN EXCAVATING, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 02092 2.000 EA | 3051.14000 6102.28| 2900.00000 5800.00| 4250.00000 8500.00 NS SPEC. DES. SPEC. DES. SPEC. DSGN. | | | CONC. SLAB END TRT. DBL. 60" | | | 0090 04110 105.000 LF | 36.90000 3874.50| 36.00000 3780.00| 34.00000 3570.00 17" X 13" ARCH PIPE | | | 0100 09148 1000.000 TON | 38.55000 38550.00| 30.00000 30000.00| 51.00000 51000.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0110 10123 5982.000 TON | 15.58000 93199.56| 13.00000 77766.00| 17.00000 101694.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0120 10424 10326.000 SY | 5.37000 55450.62| 5.65000 58341.90| 6.02000 62162.52 BLOTTED SEAL COAT TY. D | | | 0130 10635 26.000 TON | 210.12000 5463.12| 150.00000 3900.00| 220.00000 5720.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0140 24100 70.000 HR | 0.14000 9.80| 38.00000 2660.00| 19.00000 1330.00 ALLAYING DUST | | | 0150 24150 8.000 EA | 350.34000 2802.72| 200.00000 1600.00| 312.50000 2500.00 TYPE III BARRICADE 4' | | | 0160 24160 416.000 SF | 20.48000 8519.68| 15.50000 6448.00| 18.72000 7787.52 CONSTRUCTION SIGNS | | | 0170 24278 204.000 DAY | 17.86000 3643.44| 1.00000 204.00| 0.50000 102.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 600.000 HR | 12.48000 7488.00| 16.00000 9600.00| 13.00000 7800.00 FLAGGER SERVICE | | | 0190 24430 289.000 SY | 5.00000 1445.00| 4.00000 1156.00| 9.00000 2601.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0200 27102 232.000 LB | 12.48000 2895.36| 11.40000 2644.80| 12.00000 2784.00 REGULAR SEED | | | 0210 27103 145.000 LB | 9.76000 1415.20| 4.00000 580.00| 5.00000 725.00 OVERSEEDING | | | 0220 27221 1.000 TON | 1225.98000 1225.98| 1540.00000 1540.00| 1200.00000 1200.00 FERTILIZER(10-10-10) | | | 0230 27250 3.000 TON | 249.99000 749.97| 220.00000 660.00| 85.00000 255.00 LIME | | | 0240 27401 47.000 TON | 56.45000 2653.15| 35.00000 1645.00| 80.00000 3760.00 EROSION CONTROL RIPRAP | | | 0250 27415 41.000 EA | 113.96000 4672.36| 95.00000 3895.00| 40.00000 1640.00 CHECK DAM(ROCK) TY. II | | | 0260 27422 1.000 EA | 467.40000 467.40| 340.00000 340.00| 5000.00000 5000.00 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R80 -3 TABULATION OF BIDS CALL ORDER : R80 CONTRACT ID : C0002432N01 COUNTIES : LOUISA LETTING DATE : 04/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) H004 |( 2 ) K003 |( 3 ) G982 |HALEY, CHISHOLM & MORRIS, I |KENT & SONS, INC., J. L. |GOODMAN EXCAVATING, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27430 923.000 CY | 0.14000 129.22| 1.00000 923.00| 5.00000 4615.00 SILTATION CONTROL EXCAVATION | | | 0280 27506 5331.000 LF | 2.49000 13274.19| 1.00000 5331.00| 1.25000 6663.75 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 327,598.09| $ 349,570.20| $ 350,105.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,598.09| $ 349,570.20| $ 350,105.09 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R84 -1 TABULATION OF BIDS CALL ORDER : R84 CONTRACT ID : CM112GR102653 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/28/13 COMPLETION DATE PROJECT(S) : GR1A-961-125,N501 FED # NONE CONTRACT DESCRIPTION: ON CALL GUARDRAIL REPAIR (ACCIDENT HITS) BUCHANAN, RUSSELL, TAZEWELL, WASHINGTON SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 N234 NICKELSTON INDUSTRIES, INC. $ 182,889.00 100.0000% 2 M004 MAKCO, INCORPORATED $ 322,445.00 176.3064% 3 A880 A & P SERVICES, LLC $ 344,233.00 188.2196% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 368,537.68 201.5089% 5 R976 RMD HOLDINGS, LTD. $ 464,745.00 254.1132% ==================================================================================================================================== |( 1 ) N234 |( 2 ) M004 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00140 20.000 CY | 5.00000 100.00| 120.00000 2400.00| 100.00000 2000.00 BORROW EXCAVATION | | | 0020 10121 8.000 TON | 45.00000 360.00| 80.00000 640.00| 70.00000 560.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 13310 32.000 LF | 80.00000 2560.00| 120.00000 3840.00| 100.00000 3200.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13312 4.000 EA | 1800.00000 7200.00| 2500.00000 10000.00| 2000.00000 8000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0050 13315 2.000 EA | 750.00000 1500.00| 1200.00000 2400.00| 800.00000 1600.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 1500.000 LF | 17.50000 26250.00| 25.00000 37500.00| 22.00000 33000.00 GUARDRAIL GR-2 | | | 0070 13323 200.000 LF | 25.00000 5000.00| 30.00000 6000.00| 28.00000 5600.00 GUARDRAIL GR-2A | | | 0080 13331 200.000 LF | 21.00000 4200.00| 28.00000 5600.00| 24.00000 4800.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R84 -2 TABULATION OF BIDS CALL ORDER : R84 CONTRACT ID : CM112GR102653 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) M004 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 5.000 EA | 2450.00000 12250.00| 3500.00000 17500.00| 2500.00000 12500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13346 5.000 EA | 1.00000 5.00| 200.00000 1000.00| 150.00000 750.00 REMOVE GR-7 TERMINAL | | | 0110 13349 5.000 EA | 500.00000 2500.00| 1500.00000 7500.00| 1250.00000 6250.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13355 20.000 LF | 28.00000 560.00| 40.00000 800.00| 25.00000 500.00 GUARDRAIL GR-10 | | | 0130 13383 2.000 EA | 1500.00000 3000.00| 2400.00000 4800.00| 1800.00000 3600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13384 2.000 EA | 700.00000 1400.00| 700.00000 1400.00| 400.00000 800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0150 13385 2.000 EA | 1300.00000 2600.00| 2200.00000 4400.00| 1400.00000 2800.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0160 13392 2.000 EA | 2200.00000 4400.00| 2400.00000 4800.00| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0170 13393 2.000 EA | 500.00000 1000.00| 700.00000 1400.00| 400.00000 800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0180 13400 20.000 LF | 30.00000 600.00| 50.00000 1000.00| 40.00000 800.00 NS GUARDRAIL GUARDRAIL SLOTTED GR-7, | | | GR-9,GR-11 | | | 0190 13401 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 5000.00000 10000.00 NS GUARDRAIL GUARDRAIL ATTENUATOR | | | FASTTRACC BULL NOSE END INSTA | | | 0200 13401 3.000 EA | 150.00000 450.00| 400.00000 1200.00| 200.00000 600.00 NS GUARDRAIL GUARDRAIL BREAKAWAY WOOD | | | POST GR-7, GR-9, GR-11 | | | 0210 13401 3.000 EA | 1000.00000 3000.00| 3000.00000 9000.00| 3500.00000 10500.00 NS GUARDRAIL GUARDRAIL FIXED OBJECT ATT | | | GR-FOA-4 TY. 1 | | | 0220 13401 3.000 EA | 500.00000 1500.00| 1000.00000 3000.00| 1000.00000 3000.00 NS GUARDRAIL GUARDRAIL FIXED OBJECT ATT | | | GR-FOA-4 TY. 2 | | | 0230 13401 3.000 EA | 800.00000 2400.00| 1500.00000 4500.00| 1200.00000 3600.00 NS GUARDRAIL GUARDRAIL IMPACT HEAD GR-7 | | | OR GR-9 | | | 0240 13401 3.000 EA | 20.00000 60.00| 50.00000 150.00| 1.00000 3.00 NS GUARDRAIL GUARDRAIL INSTAL SOIL | | | PLATE CAT 350 INCLUDE MATERI | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R84 -3 TABULATION OF BIDS CALL ORDER : R84 CONTRACT ID : CM112GR102653 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) M004 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13401 3.000 EA | 200.00000 600.00| 500.00000 1500.00| 500.00000 1500.00 NS GUARDRAIL GUARDRAIL INSTALL 10 GAUGE | | | NOSE ASSEMBLY CAT 350 | | | 0260 13401 3.000 EA | 200.00000 600.00| 500.00000 1500.00| 500.00000 1500.00 NS GUARDRAIL GUARDRAIL INSTALL 12 GAUGE | | | SLOTTED CAT 350 | | | 0270 13401 3.000 EA | 150.00000 450.00| 400.00000 1200.00| 300.00000 900.00 NS GUARDRAIL GUARDRAIL INSTALL | | | BREAKAWAY POST CAT 350 | | | 0280 13401 3.000 EA | 100.00000 300.00| 50.00000 150.00| 1.00000 3.00 NS GUARDRAIL GUARDRAIL INSTALL CABLE | | | CAT 350 INCLUDES MATERIAL | | | 0290 13401 3.000 EA | 200.00000 600.00| 500.00000 1500.00| 500.00000 1500.00 NS GUARDRAIL GUARDRAIL INSTALL | | | GUARDRAIL 10 GAUGE SLOTT CAT 350 | | | 0300 13401 3.000 EA | 20.00000 60.00| 50.00000 150.00| 25.00000 75.00 NS GUARDRAIL GUARDRAIL INSTALL | | | GUARDRAIL OFFSET BLOCK CAT 350 | | | 0310 13401 3.000 EA | 40.00000 120.00| 25.00000 75.00| 50.00000 150.00 NS GUARDRAIL GUARDRAIL INSTALL REMOVE | | | REP W BEAM END SECTION BU | | | 0320 13401 3.000 EA | 40.00000 120.00| 100.00000 300.00| 10.00000 30.00 NS GUARDRAIL GUARDRAIL INSTALL SHEAR | | | BLTS W/PLAT WSHER CAT 350 | | | 0330 13401 3.000 EA | 100.00000 300.00| 50.00000 150.00| 200.00000 600.00 NS GUARDRAIL GUARDRAIL INSTALL STEEL | | | TUBE CAT 350 REMOVE REPLAC | | | 0340 13401 3.000 EA | 25.00000 75.00| 50.00000 150.00| 200.00000 600.00 NS GUARDRAIL GUARDRAIL INSTALL STRUT | | | AND YOKE ASSEMBLY CAT 350 | | | 0350 13401 5.000 EA | 4650.00000 23250.00| 7000.00000 35000.00| 6000.00000 30000.00 NS GUARDRAIL GUARDRAIL MEADIAN BARRIER | | | TERMINAL GR-9 | | | 0360 13401 5.000 EA | 25.00000 125.00| 100.00000 500.00| 100.00000 500.00 NS GUARDRAIL GUARDRAIL OBJECT MARKER | | | 24"X 30" | | | 0370 13401 5.000 EA | 70.00000 350.00| 100.00000 500.00| 100.00000 500.00 NS GUARDRAIL GUARDRAIL POST (WOOD OR | | | METAL) 8 FT. LENGTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R84 -4 TABULATION OF BIDS CALL ORDER : R84 CONTRACT ID : CM112GR102653 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) M004 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 13401 30.000 EA | 10.00000 300.00| 50.00000 1500.00| 450.00000 13500.00 NS GUARDRAIL GUARDRAIL RADIAL THRIE | | | BEAM RAIL | | | 0390 13401 5.000 EA | 25.00000 125.00| 20.00000 100.00| 25.00000 125.00 NS GUARDRAIL GUARDRAIL SLOT GUARD GR-7 | | | 0400 13401 30.000 EA | 10.00000 300.00| 100.00000 3000.00| 60.00000 1800.00 NS GUARDRAIL GUARDRAIL THRIE BEAM END | | | SECTION | | | 0410 13401 30.000 EA | 15.00000 450.00| 25.00000 750.00| 20.00000 600.00 NS GUARDRAIL GUARDRAIL THRIE BEAM | | | OFFSET BLOCK | | | 0420 13401 10.000 EA | 200.00000 2000.00| 500.00000 5000.00| 500.00000 5000.00 NS GUARDRAIL GUARDRAIL THRIE BEAM POST | | | SIDE MOUNTED | | | 0430 13401 100.000 EA | 25.00000 2500.00| 40.00000 4000.00| 450.00000 45000.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | 0440 13401 5.000 EA | 150.00000 750.00| 400.00000 2000.00| 350.00000 1750.00 NS GUARDRAIL GUARDRAIL TRANSITION | | | SECTION W-B EAM THRIE | | | 0450 17311 5.000 EA | 75.00000 375.00| 100.00000 500.00| 1.00000 5.00 W BEAM TERM CONNECTOR | | | 0460 17313 5.000 EA | 35.00000 175.00| 75.00000 375.00| 1.00000 5.00 W BEAM END SECT(FLARED | | | 0470 17317 25.000 EA | 40.00000 1000.00| 75.00000 1875.00| 50.00000 1250.00 W BEAM END SECT (ROUNDED) | | | 0480 17321 20.000 EA | 10.00000 200.00| 20.00000 400.00| 20.00000 400.00 W BEAM BACKUP PLATE | | | 0490 17323 1500.000 LF | 15.00000 22500.00| 18.00000 27000.00| 19.00000 28500.00 GUARDRAIL BEAM | | | 0500 17325 100.000 LF | 16.00000 1600.00| 23.00000 2300.00| 21.00000 2100.00 RADIAL GUARDRAIL BEAM | | | 0510 17327 20.000 LF | 12.00000 240.00| 50.00000 1000.00| 10.00000 200.00 RUB RAIL | | | 0520 17329 150.000 EA | 70.00000 10500.00| 60.00000 9000.00| 75.00000 11250.00 POST (WOOD, CONC., OR STEEL) | | | 0530 17330 50.000 EA | 10.00000 500.00| 10.00000 500.00| 5.00000 250.00 RUB RAIL OFFSET BLOCK | | | 0540 17331 200.000 EA | 10.00000 2000.00| 20.00000 4000.00| 15.00000 3000.00 OFFSET BLOCK | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R84 -5 TABULATION OF BIDS CALL ORDER : R84 CONTRACT ID : CM112GR102653 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) M004 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 17336 10.000 EA | 150.00000 1500.00| 500.00000 5000.00| 400.00000 4000.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0560 17338 50.000 EA | 5.00000 250.00| 40.00000 2000.00| 20.00000 1000.00 DRILL HOLE | | | 0570 17341 200.000 EA | 12.00000 2400.00| 20.00000 4000.00| 20.00000 4000.00 REALIGN POST | | | 0580 17342 20.000 EA | 40.00000 800.00| 50.00000 1000.00| 100.00000 2000.00 STEEL TUBE GR-7 | | | 0590 17343 10.000 EA | 25.00000 250.00| 50.00000 500.00| 1.00000 10.00 TERMINAL CONNECTOR, GR-7 | | | * | | | 0600 17344 10.000 EA | 25.00000 250.00| 50.00000 500.00| 1.00000 10.00 SOIL PLATE GR-7 | | | 0610 17346 10.000 EA | 40.00000 400.00| 50.00000 500.00| 75.00000 750.00 BUFFERED END ASSEMBLY GR-7 | | | 0620 17348 10.000 EA | 50.00000 500.00| 100.00000 1000.00| 200.00000 2000.00 BREAKAWAY POST GR-7 | | | 0630 17351 10.000 EA | 45.00000 450.00| 50.00000 500.00| 1.00000 10.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0640 17352 10.000 EA | 45.00000 450.00| 50.00000 500.00| 100.00000 1000.00 STRUT AND YOKE ASSEMBLY GR-7 | | | 0650 17374 5.000 EA | 650.00000 3250.00| 1500.00000 7500.00| 1000.00000 5000.00 EMERGENCY MOBILIZATION | | | 0660 17381 10.000 EA | 50.00000 500.00| 100.00000 1000.00| 80.00000 800.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0670 17451 200.000 EA | 6.00000 1200.00| 7.00000 1400.00| 8.00000 1600.00 GUARDRAIL DELINEATOR | | | 0680 17501 500.000 LF | 8.00000 4000.00| 14.00000 7000.00| 14.00000 7000.00 GUARDRAIL BEAM (ST. OWNED) | | | 0690 17503 100.000 EA | 10.00000 1000.00| 30.00000 3000.00| 35.00000 3500.00 POST (WOOD, CONC. OR STEEL) (ST. OWNED) | | | 0700 17521 50.000 LF | 10.00000 500.00| 25.00000 1250.00| 1.00000 50.00 GUARDRAIL BEAM (WEATHERING STEEL) | | | 0710 24160 200.000 SF | 0.01000 2.00| 10.00000 2000.00| 0.01000 2.00 CONSTRUCTION SIGNS | | | 0720 24272 200.000 HR | 10.00000 2000.00| 20.00000 4000.00| 30.00000 6000.00 TRUCK MOUNTED ATTENUATOR | | | 0730 24278 1000.000 DAY | 0.01000 10.00| 1.00000 1000.00| 0.01000 10.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R84 -6 TABULATION OF BIDS CALL ORDER : R84 CONTRACT ID : CM112GR102653 COUNTIES : BRISTOL LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) M004 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 24281 200.000 HR | 0.01000 2.00| 10.00000 2000.00| 5.00000 1000.00 ELECTRONIC ARROW | | | 0750 24282 1000.000 HR | 0.01000 10.00| 20.00000 20000.00| 20.00000 20000.00 FLAGGER SERVICE | | | 0760 24502 10.000 EA | 75.00000 750.00| 200.00000 2000.00| 200.00000 2000.00 NS REMOVE EXIST. REMOVE EXIST. GR | | | TERMINAL GR-9 | | | 0770 24601 1500.000 LF | 0.01000 15.00| 4.00000 6000.00| 2.50000 3750.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0780 24601 20.000 LF | 10.00000 200.00| 200.00000 4000.00| 20.00000 400.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-5 | | | 0790 24640 99.000 LF | 10.00000 990.00| 10.00000 990.00| 15.00000 1485.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0800 68016 50.000 LF | 77.00000 3850.00| 100.00000 5000.00| 100.00000 5000.00 RAILING, TEXAS T-6 | | | SECTION TOTALS | $ 182,889.00| $ 322,445.00| $ 344,233.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,889.00| $ 322,445.00| $ 344,233.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R85 -1 TABULATION OF BIDS CALL ORDER : R85 CONTRACT ID : CM112GR102737 COUNTIES : DICKENSON LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SCOTT OTHERS CONTRACT TIME : 06/28/13 COMPLETION DATE PROJECT(S) : GR1B-961-126,N501 FED # NONE CONTRACT DESCRIPTION: ON CALL GUARDRAIL REPAIR (ACCIDENT HITS) WISE RESIDENCY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 N234 NICKELSTON INDUSTRIES, INC. $ 254,611.00 100.0000% 2 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 430,901.50 169.2392% 3 A880 A & P SERVICES, LLC $ 436,633.00 171.4902% 4 M004 MAKCO, INCORPORATED $ 443,663.00 174.2513% 5 R976 RMD HOLDINGS, LTD. $ 591,545.00 232.3329% ==================================================================================================================================== |( 1 ) N234 |( 2 ) G326 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |GLASS MACHINERY AND EXCAVAT |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00140 20.000 CY | 5.00000 100.00| 45.00000 900.00| 100.00000 2000.00 BORROW EXCAVATION | | | 0020 10121 8.000 TON | 45.00000 360.00| 45.00000 360.00| 70.00000 560.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 13310 32.000 LF | 85.00000 2720.00| 87.00000 2784.00| 100.00000 3200.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13312 4.000 EA | 1800.00000 7200.00| 2450.00000 9800.00| 2000.00000 8000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0050 13315 2.000 EA | 750.00000 1500.00| 980.00000 1960.00| 800.00000 1600.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 2700.000 LF | 17.50000 47250.00| 26.00000 70200.00| 22.00000 59400.00 GUARDRAIL GR-2 | | | 0070 13323 200.000 LF | 25.00000 5000.00| 36.00000 7200.00| 30.00000 6000.00 GUARDRAIL GR-2A | | | 0080 13331 200.000 LF | 23.00000 4600.00| 28.00000 5600.00| 24.00000 4800.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R85 -2 TABULATION OF BIDS CALL ORDER : R85 CONTRACT ID : CM112GR102737 COUNTIES : DICKENSON LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SCOTT OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) G326 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |GLASS MACHINERY AND EXCAVAT |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 10.000 EA | 2450.00000 24500.00| 2650.00000 26500.00| 2500.00000 25000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13346 5.000 EA | 1.00000 5.00| 675.00000 3375.00| 150.00000 750.00 REMOVE GR-7 TERMINAL | | | 0110 13349 5.000 EA | 500.00000 2500.00| 900.00000 4500.00| 1250.00000 6250.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13355 20.000 LF | 28.00000 560.00| 44.00000 880.00| 25.00000 500.00 GUARDRAIL GR-10 | | | 0130 13383 2.000 EA | 1500.00000 3000.00| 2770.00000 5540.00| 1800.00000 3600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13384 2.000 EA | 700.00000 1400.00| 1380.00000 2760.00| 400.00000 800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0150 13385 2.000 EA | 1300.00000 2600.00| 1875.00000 3750.00| 1400.00000 2800.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0160 13392 2.000 EA | 2200.00000 4400.00| 1875.00000 3750.00| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0170 13393 2.000 EA | 500.00000 1000.00| 950.00000 1900.00| 400.00000 800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0180 13400 20.000 LF | 50.00000 1000.00| 44.00000 880.00| 40.00000 800.00 NS GUARDRAIL GUARDRAIL SLOTTED GR-7, | | | GR-9,GR-11 | | | 0190 13401 2.000 EA | 1000.00000 2000.00| 850.00000 1700.00| 5000.00000 10000.00 NS GUARDRAIL GUARDRAIL ATTENUATOR | | | FASTTRACC BULL NOSE END INSTA | | | 0200 13401 3.000 EA | 150.00000 450.00| 100.00000 300.00| 200.00000 600.00 NS GUARDRAIL GUARDRAIL BREAKAWAY WOOD | | | POST GR-7, GR-9, GR-11 | | | 0210 13401 3.000 EA | 1000.00000 3000.00| 3150.00000 9450.00| 3500.00000 10500.00 NS GUARDRAIL GUARDRAIL FIXED OBJECT ATT | | | GR-FOA-4 TY. 1 | | | 0220 13401 3.000 EA | 500.00000 1500.00| 1700.00000 5100.00| 1000.00000 3000.00 NS GUARDRAIL GUARDRAIL FIXED OBJECT ATT | | | GR-FOA-4 TY. 2 | | | 0230 13401 3.000 EA | 800.00000 2400.00| 1150.00000 3450.00| 1200.00000 3600.00 NS GUARDRAIL GUARDRAIL IMPACT HEAD GR-7 | | | OR GR-9 | | | 0240 13401 3.000 EA | 20.00000 60.00| 1100.00000 3300.00| 1.00000 3.00 NS GUARDRAIL GUARDRAIL INSTAL SOIL | | | PLATE CAT 350 INCLUDE MATERI | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R85 -3 TABULATION OF BIDS CALL ORDER : R85 CONTRACT ID : CM112GR102737 COUNTIES : DICKENSON LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SCOTT OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) G326 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |GLASS MACHINERY AND EXCAVAT |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13401 3.000 EA | 200.00000 600.00| 30.00000 90.00| 750.00000 2250.00 NS GUARDRAIL GUARDRAIL INSTALL 10 GAUGE | | | NOSE ASSEMBLY CAT 350 | | | 0260 13401 3.000 EA | 200.00000 600.00| 30.00000 90.00| 500.00000 1500.00 NS GUARDRAIL GUARDRAIL INSTALL 12 GAUGE | | | SLOTTED CAT 350 | | | 0270 13401 3.000 EA | 150.00000 450.00| 100.00000 300.00| 300.00000 900.00 NS GUARDRAIL GUARDRAIL INSTALL | | | BREAKAWAY POST CAT 350 | | | 0280 13401 3.000 EA | 100.00000 300.00| 20.00000 60.00| 1.00000 3.00 NS GUARDRAIL GUARDRAIL INSTALL CABLE | | | CAT 350 INCLUDES MATERIAL | | | 0290 13401 3.000 EA | 200.00000 600.00| 30.00000 90.00| 500.00000 1500.00 NS GUARDRAIL GUARDRAIL INSTALL | | | GUARDRAIL 10 GAUGE SLOTT CAT 350 | | | 0300 13401 3.000 EA | 20.00000 60.00| 30.00000 90.00| 25.00000 75.00 NS GUARDRAIL GUARDRAIL INSTALL | | | GUARDRAIL OFFSET BLOCK CAT 350 | | | 0310 13401 3.000 EA | 40.00000 120.00| 30.00000 90.00| 50.00000 150.00 NS GUARDRAIL GUARDRAIL INSTALL REMOVE | | | REP W BEAM END SECTION BU | | | 0320 13401 3.000 EA | 40.00000 120.00| 20.00000 60.00| 10.00000 30.00 NS GUARDRAIL GUARDRAIL INSTALL SHEAR | | | BLTS W/PLAT WSHER CAT 350 | | | 0330 13401 3.000 EA | 100.00000 300.00| 20.00000 60.00| 300.00000 900.00 NS GUARDRAIL GUARDRAIL INSTALL STEEL | | | TUBE CAT 350 REMOVE REPLAC | | | 0340 13401 3.000 EA | 25.00000 75.00| 20.00000 60.00| 50.00000 150.00 NS GUARDRAIL GUARDRAIL INSTALL STRUT | | | AND YOKE ASSEMBLY CAT 350 | | | 0350 13401 5.000 EA | 4650.00000 23250.00| 6600.00000 33000.00| 6000.00000 30000.00 NS GUARDRAIL GUARDRAIL MEADIAN BARRIER | | | TERMINAL GR-9 | | | 0360 13401 5.000 EA | 25.00000 125.00| 52.00000 260.00| 100.00000 500.00 NS GUARDRAIL GUARDRAIL OBJECT MARKER | | | 24"X 30" | | | 0370 13401 5.000 EA | 70.00000 350.00| 74.00000 370.00| 100.00000 500.00 NS GUARDRAIL GUARDRAIL POST (WOOD OR | | | METAL) 8 FT. LENGTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R85 -4 TABULATION OF BIDS CALL ORDER : R85 CONTRACT ID : CM112GR102737 COUNTIES : DICKENSON LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SCOTT OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) G326 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |GLASS MACHINERY AND EXCAVAT |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 13401 30.000 EA | 10.00000 300.00| 493.75000 14812.50| 500.00000 15000.00 NS GUARDRAIL GUARDRAIL RADIAL THRIE | | | BEAM RAIL | | | 0390 13401 5.000 EA | 25.00000 125.00| 500.00000 2500.00| 25.00000 125.00 NS GUARDRAIL GUARDRAIL SLOT GUARD GR-7 | | | 0400 13401 30.000 EA | 10.00000 300.00| 350.00000 10500.00| 60.00000 1800.00 NS GUARDRAIL GUARDRAIL THRIE BEAM END | | | SECTION | | | 0410 13401 30.000 EA | 15.00000 450.00| 10.00000 300.00| 20.00000 600.00 NS GUARDRAIL GUARDRAIL THRIE BEAM | | | OFFSET BLOCK | | | 0420 13401 10.000 EA | 200.00000 2000.00| 900.00000 9000.00| 500.00000 5000.00 NS GUARDRAIL GUARDRAIL THRIE BEAM POST | | | SIDE MOUNTED | | | 0430 13401 100.000 EA | 25.00000 2500.00| 30.00000 3000.00| 450.00000 45000.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | 0440 13401 5.000 EA | 150.00000 750.00| 400.00000 2000.00| 350.00000 1750.00 NS GUARDRAIL GUARDRAIL TRANSITION | | | SECTION W-B EAM THRIE | | | 0450 17311 5.000 EA | 75.00000 375.00| 7.00000 35.00| 1.00000 5.00 W BEAM TERM CONNECTOR | | | 0460 17313 5.000 EA | 35.00000 175.00| 54.00000 270.00| 1.00000 5.00 W BEAM END SECT(FLARED | | | 0470 17317 25.000 EA | 40.00000 1000.00| 54.00000 1350.00| 50.00000 1250.00 W BEAM END SECT (ROUNDED) | | | 0480 17321 20.000 EA | 10.00000 200.00| 17.00000 340.00| 20.00000 400.00 W BEAM BACKUP PLATE | | | 0490 17323 4000.000 LF | 15.00000 60000.00| 22.00000 88000.00| 19.00000 76000.00 GUARDRAIL BEAM | | | 0500 17325 100.000 LF | 16.00000 1600.00| 30.00000 3000.00| 21.00000 2100.00 RADIAL GUARDRAIL BEAM | | | 0510 17327 20.000 LF | 12.00000 240.00| 22.00000 440.00| 10.00000 200.00 RUB RAIL | | | 0520 17329 150.000 EA | 70.00000 10500.00| 54.00000 8100.00| 75.00000 11250.00 POST (WOOD, CONC., OR STEEL) | | | 0530 17330 50.000 EA | 10.00000 500.00| 17.00000 850.00| 5.00000 250.00 RUB RAIL OFFSET BLOCK | | | 0540 17331 200.000 EA | 10.00000 2000.00| 12.00000 2400.00| 15.00000 3000.00 OFFSET BLOCK | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R85 -5 TABULATION OF BIDS CALL ORDER : R85 CONTRACT ID : CM112GR102737 COUNTIES : DICKENSON LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SCOTT OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) G326 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |GLASS MACHINERY AND EXCAVAT |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 17336 10.000 EA | 150.00000 1500.00| 105.00000 1050.00| 400.00000 4000.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0560 17338 50.000 EA | 5.00000 250.00| 50.00000 2500.00| 20.00000 1000.00 DRILL HOLE | | | 0570 17341 200.000 EA | 12.00000 2400.00| 15.00000 3000.00| 20.00000 4000.00 REALIGN POST | | | 0580 17342 20.000 EA | 40.00000 800.00| 5.00000 100.00| 100.00000 2000.00 STEEL TUBE GR-7 | | | 0590 17343 10.000 EA | 25.00000 250.00| 7.00000 70.00| 1.00000 10.00 TERMINAL CONNECTOR, GR-7 | | | * | | | 0600 17344 10.000 EA | 25.00000 250.00| 6.00000 60.00| 1.00000 10.00 SOIL PLATE GR-7 | | | 0610 17346 10.000 EA | 40.00000 400.00| 6.00000 60.00| 75.00000 750.00 BUFFERED END ASSEMBLY GR-7 | | | 0620 17348 10.000 EA | 50.00000 500.00| 6.00000 60.00| 200.00000 2000.00 BREAKAWAY POST GR-7 | | | 0630 17351 10.000 EA | 45.00000 450.00| 6.00000 60.00| 1.00000 10.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0640 17352 10.000 EA | 45.00000 450.00| 6.00000 60.00| 100.00000 1000.00 STRUT AND YOKE ASSEMBLY GR-7 | | | 0650 17374 5.000 EA | 650.00000 3250.00| 350.00000 1750.00| 1000.00000 5000.00 EMERGENCY MOBILIZATION | | | 0660 17381 10.000 EA | 50.00000 500.00| 6.00000 60.00| 100.00000 1000.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0670 17451 200.000 EA | 6.00000 1200.00| 10.00000 2000.00| 8.00000 1600.00 GUARDRAIL DELINEATOR | | | 0680 17501 500.000 LF | 8.00000 4000.00| 16.00000 8000.00| 14.00000 7000.00 GUARDRAIL BEAM (ST. OWNED) | | | 0690 17503 100.000 EA | 10.00000 1000.00| 20.00000 2000.00| 40.00000 4000.00 POST (WOOD, CONC. OR STEEL) (ST. OWNED) | | | 0700 17521 50.000 LF | 10.00000 500.00| 19.50000 975.00| 1.00000 50.00 GUARDRAIL BEAM (WEATHERING STEEL) | | | 0710 24160 200.000 SF | 0.01000 2.00| 15.00000 3000.00| 0.01000 2.00 CONSTRUCTION SIGNS | | | 0720 24272 200.000 HR | 10.00000 2000.00| 39.00000 7800.00| 30.00000 6000.00 TRUCK MOUNTED ATTENUATOR | | | 0730 24278 1000.000 DAY | 0.01000 10.00| 3.00000 3000.00| 0.01000 10.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/08/12 PAGE : R85 -6 TABULATION OF BIDS CALL ORDER : R85 CONTRACT ID : CM112GR102737 COUNTIES : DICKENSON LEE LETTING DATE : 04/25/12 10:00 AM DISTRICT : 01 SCOTT OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) N234 |( 2 ) G326 |( 3 ) A880 |NICKELSTON INDUSTRIES, INC. |GLASS MACHINERY AND EXCAVAT |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 24281 200.000 HR | 0.01000 2.00| 15.00000 3000.00| 5.00000 1000.00 ELECTRONIC ARROW | | | 0750 24282 1000.000 HR | 0.01000 10.00| 17.00000 17000.00| 20.00000 20000.00 FLAGGER SERVICE | | | 0760 24502 10.000 EA | 75.00000 750.00| 200.00000 2000.00| 200.00000 2000.00 NS REMOVE EXIST. REMOVE EXIST. GR | | | TERMINAL GR-9 | | | 0770 24601 2700.000 LF | 0.01000 27.00| 2.00000 5400.00| 2.50000 6750.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0780 24601 20.000 LF | 10.00000 200.00| 3.00000 60.00| 10.00000 200.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-5 | | | 0790 24640 99.000 LF | 10.00000 990.00| 20.00000 1980.00| 15.00000 1485.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0800 68016 50.000 LF | 77.00000 3850.00| 168.00000 8400.00| 100.00000 5000.00 RAILING, TEXAS T-6 | | | SECTION TOTALS | $ 254,611.00| $ 430,901.50| $ 436,633.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 254,611.00| $ 430,901.50| $ 436,633.00 ====================================================================================================================================