BID TABULATIONS August 26, 2009 BID LETTINGS Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following project has been rejected: ORDER NO. PROJECT Q30 1021-069-221,N501 C36 0091-095-926,B610 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -1 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 11/29/11 COMPLETION DATE PROJECT(S) : (FO) 0105-965-030,C501 FED # ARRA-FS09(030) (FO) 0105-965-030,C501 FED # ARRA-FS09(030) (FO) 0105-965-030,C501 FED # ARRA-FS09(030) OTHERS CONTRACT DESCRIPTION: 5.085 KM GRADING, DRAINAGE, PAVEMENT, INCIDENTALS, AND SWM FR: 0.721 KM EAST OF ROUTE 143 TO: 0.024 KM WEST OF ROUTE 17 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W488 E. V. WILLIAMS, INC. $ 15,861,501.55 100.0000% 2 N165 GEORGE NICE & SONS, INC. $ 16,788,048.07 105.8415% 3 C333 CURTIS CONTRACTING, INC. $ 16,798,527.20 105.9075% 4 B850 BRANSCOME, INC. $ 17,675,086.37 111.4339% 5 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 18,472,875.12 116.4636% 6 M013 JACK L. MASSIE, CONTRACTOR, INC. $ 18,931,300.22 119.3538% 7 E009 W. C. ENGLISH, INCORPORATED $ 19,472,735.15 122.7673% 8 S048 SUBURBAN GRADING & UTILITIES, INC. $ 20,683,498.25 130.4006% 9 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 21,292,962.40 134.2430% ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, 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| 503018.76000 503018.76| 800000.00000 800000.00| 530000.00000 530000.00 MOBILIZATION | | | 0020 00101 LUMP| 123823.10000 123823.10| 57120.00000 57120.00| 96927.00000 96927.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 141749.72000 141749.72| 200000.00000 200000.00| 135000.00000 135000.00 CLEARING AND GRUBBING | | | 0040 00120 33936.000 CU M| 9.42000 319677.12| 14.00000 475104.00| 8.68000 294564.48 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -2 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00155 4762.000 SQ M| 1.64000 7809.68| 1.40000 6666.80| 1.38000 6571.56 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0060 00211 963.000 CU M| 5.98000 5758.74| 12.50000 12037.50| 11.19000 10775.97 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00272 890.000 CU M| 12.83000 11418.70| 45.00000 40050.00| 51.34000 45692.60 SELECT MATL. TY. I MIN. CBR-30 | | | 0080 00280 70182.000 CU M| 9.44000 662518.08| 16.40000 1150984.80| 19.18000 1346090.76 SELECT MATL. TY. II MIN. CBR-20 | | | 0090 00355 2269.000 SQ M| 1.38000 3131.22| 2.00000 4538.00| 1.39000 3153.91 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0100 00505 2638.000 MTON| 20.61000 54369.18| 20.00000 52760.00| 19.71000 51994.98 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0110 00506 211.000 MTON| 33.25000 7015.75| 40.00000 8440.00| 28.23000 5956.53 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. # 57 | | | 0122 00519 180.000 SQ M| 357.00000 64260.00| 375.00000 67500.00| 376.00000 67680.00 SHEET PILE, STEEL | | | 0130 00525 92.000 CU M| 469.29000 43174.68| 440.00000 40480.00| 234.27000 21552.84 CONCRETE CLASS 20 MISC. | | | 0140 00529 61.000 CU M| 328.52000 20039.72| 148.00000 9028.00| 195.16000 11904.76 FLOWABLE BACKFILL | | | 0150 00588 7337.000 M | 22.20000 162881.40| 20.50000 150408.50| 13.25000 97215.25 UNDERDRAIN UD-4 | | | 0160 00591 42.000 M | 58.58000 2460.36| 66.00000 2772.00| 88.33000 3709.86 COMB. UNDERDRAIN CD-2 | | | 0170 00595 395.000 M | 12.60000 4977.00| 28.00000 11060.00| 29.14000 11510.30 OUTLET PIPE | | | 0180 00596 29.000 EA | 420.00000 12180.00| 380.00000 11020.00| 310.79000 9012.91 ENDWALL EW-12 | | | 0190 00598 5500.000 M | 39.58000 217690.00| 42.25000 232375.00| 32.59000 179245.00 NS UNDERDRAIN UNDERDRAIN MODIFIED UD-2 | | | 0200 01152 2583.000 M | 82.12000 212115.96| 90.00000 232470.00| 135.63000 350332.29 375 MM CONC. PIPE | | | 0210 01182 272.000 M | 93.09000 25320.48| 115.00000 31280.00| 149.55000 40677.60 450 MM CONC. PIPE | | | 0220 01242 514.000 M | 121.38000 62389.32| 130.00000 66820.00| 175.48000 90196.72 600 MM CONC. PIPE | | | 0230 01302 929.000 M | 169.10000 157093.90| 178.00000 165362.00| 251.43000 233578.47 750 MM CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -3 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 01362 643.000 M | 309.22000 198828.46| 235.00000 151105.00| 305.95000 196725.85 900 MM CONC. PIPE | | | 0250 01422 46.000 M | 339.99000 15639.54| 350.00000 16100.00| 407.15000 18728.90 1050 MM CONC. PIPE | | | 0260 01542 18.000 M | 391.94000 7054.92| 560.00000 10080.00| 626.16000 11270.88 1350 MM CONC. PIPE | | | 0270 01602 40.000 M | 461.30000 18452.00| 715.00000 28600.00| 604.06000 24162.40 1500 MM CONC. PIPE | | | 0280 02090 10.000 M | 404.30000 4043.00| 600.00000 6000.00| 681.39000 6813.90 NS PIPE PIPE 1060MM X 740MM ARCH | | | 0290 06151 15.000 EA | 600.79000 9011.85| 500.00000 7500.00| 636.61000 9549.15 375 MM END SECTION ES-1 | | | 0300 06181 11.000 EA | 593.54000 6528.94| 550.00000 6050.00| 691.82000 7610.02 450 MM END SECTION ES-1 | | | 0310 06241 12.000 EA | 688.42000 8261.04| 675.00000 8100.00| 776.52000 9318.24 600 MM END SECTION ES-1 | | | 0320 06301 6.000 EA | 1025.05000 6150.30| 835.00000 5010.00| 928.34000 5570.04 750 MM END SECTION ES-1 | | | 0330 06361 1.000 EA | 1305.93000 1305.93| 1140.00000 1140.00| 1224.51000 1224.51 900 MM END SECTION ES-1 | | | 0340 06421 2.000 EA | 1469.83000 2939.66| 1435.00000 2870.00| 1408.53000 2817.06 1050 MM END SECTION ES-1 | | | 0350 06485 1.000 EA | 2252.91000 2252.91| 2100.00000 2100.00| 2048.06000 2048.06 1350 MM END SECTION ES-1 | | | 0360 06783 8.000 EA | 5554.30000 44434.40| 2635.00000 21080.00| 2820.04000 22560.32 DROP INLET DI-2E, L= 1.8 M | | | 0370 06815 7.000 EA | 2256.94000 15798.58| 2015.00000 14105.00| 1904.27000 13329.89 DROP INLET DI-3A | | | 0380 06817 22.000 EA | 2507.54000 55165.88| 2125.00000 46750.00| 1904.27000 41893.94 DROP INLET DI-3B, L= 1.2 M | | | 0390 06818 22.000 EA | 2769.54000 60929.88| 2270.00000 49940.00| 2362.15000 51967.30 DROP INLET DI-3B, L= 1.8 M | | | 0400 06819 2.000 EA | 2785.63000 5571.26| 2540.00000 5080.00| 2533.86000 5067.72 DROP INLET DI-3B, L= 2.4 M | | | 0410 06821 1.000 EA | 3547.96000 3547.96| 2650.00000 2650.00| 2820.03000 2820.03 DROP INLET DI-3B, L= 3.6 M | | | 0420 06826 1.000 EA | 4073.29000 4073.29| 2435.00000 2435.00| 2591.09000 2591.09 DROP INLET DI-3BB, L= 1.2 M | | | 0430 06835 3.000 EA | 2733.35000 8200.05| 2225.00000 6675.00| 2247.68000 6743.04 DROP INLET DI-3C, L= 1.8 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -4 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 07506 7.000 EA | 3637.36000 25461.52| 2900.00000 20300.00| 2934.51000 20541.57 DROP INLET DI-5 | | | 0450 07508 3.000 EA | 2751.61000 8254.83| 2350.00000 7050.00| 2476.62000 7429.86 DROP INLET DI-7 | | | 0460 08187 2.000 EA | 2419.43000 4838.86| 4370.00000 8740.00| 2133.21000 4266.42 DROP INLET DI-10H TY. I, L= 1.2 M | | | 0470 08188 3.000 EA | 2774.35000 8323.05| 5230.00000 15690.00| 2247.68000 6743.04 DROP INLET DI-10H TY. I, L= 1.8 M | | | 0480 08189 3.000 EA | 2826.44000 8479.32| 5950.00000 17850.00| 2247.68000 6743.04 DROP INLET DI-10H TY. I, L= 2.4 M | | | 0490 08221 3.000 EA | 2826.44000 8479.32| 5890.00000 17670.00| 2247.68000 6743.04 DROP INLET DI-10I TY. I, L= 2.4 M | | | 0500 08924 6.000 EA | 2169.93000 13019.58| 1800.00000 10800.00| 1789.80000 10738.80 DROP INLET DI-12B, L= 1.2 M | | | 0510 08926 1.000 EA | 2650.32000 2650.32| 2100.00000 2100.00| 2247.13000 2247.13 DROP INLET DI-12B, L= 1.8 M | | | 0520 08962 1.000 EA | 2535.40000 2535.40| 2500.00000 2500.00| 1960.95000 1960.95 DROP INLET DI-13 TY.1 | | | 0530 09056 53.000 M | 1332.49000 70621.97| 950.00000 50350.00| 1105.76000 58605.28 MANHOLE MH-1 OR 2 | | | 0540 09057 36.000 EA | 351.01000 12636.36| 500.00000 18000.00| 425.65000 15323.40 FRAME & COVER MH-1 | | | 0550 09152 421.000 MTON| 65.41000 27537.61| 75.00000 31575.00| 65.02000 27373.42 EROSION CONTROL STONE CLASS II, EC-1 | | | 0560 10017 23111.000 MTON| 36.46000 842627.06| 47.00000 1086217.00| 45.21000 1044848.31 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0570 10062 10629.000 MTON| 79.31000 842985.99| 80.00000 850320.00| 75.30000 800363.70 ASPH-STAB. OPEN-GRADED MATERIAL | | | 0580 10128 16119.000 MTON| 22.16000 357197.04| 27.85000 448914.15| 25.18000 405876.42 AGGR. BASE MATL. TY. I NO. 21B | | | 0590 10250 435.000 MTON| 69.73000 30332.55| 50.00000 21750.00| 57.41000 24973.35 NS AGGR. MATERIAL AGGR. MATERIAL # 78 | | | (UNCRUSHED) | | | 0600 10608 10486.000 MTON| 64.77000 679178.22| 65.00000 681590.00| 61.50000 644889.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0610 10610 12531.000 MTON| 56.56000 708753.36| 57.00000 714267.00| 53.70000 672914.70 ASPHALT CONCRETE TY. IM-19.0A | | | 0620 10630 7037.000 SQ M| 2.57000 18085.09| 3.00000 21111.00| 2.69000 18929.53 FLEXIBLE PAVEMENT PLANING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -5 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 10643 22811.000 MTON| 52.13000 1189137.43| 53.00000 1208983.00| 49.50000 1129144.50 ASPHALT CONCRETE TY. BM-25.0D | | | 0640 11070 11482.000 M | 2.18000 25030.76| 3.70000 42483.40| 2.08000 23882.56 NS SAW CUT SAW CUT ASPH. CONC PAVE. | | | 100MM DEPTH | | | 0650 12030 3.000 M | 51.66000 154.98| 100.00000 300.00| 106.91000 320.73 STD. CURB CG-3 | | | 0660 12322 2.000 M | 444.47000 888.94| 550.00000 1100.00| 328.00000 656.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0670 12505 1.000 MTON| 901.56000 901.56| 1000.00000 1000.00| 500.00000 500.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0680 12600 128.000 M | 41.32000 5288.96| 45.00000 5760.00| 49.91000 6388.48 STD. COMB. CURB & GUTTER CG-6 | | | 0690 12610 24.000 M | 41.32000 991.68| 45.00000 1080.00| 56.97000 1367.28 RADIAL COMB. CURB & GUTTER CG-6 | | | 0700 12700 532.000 M | 41.32000 21982.24| 45.00000 23940.00| 49.62000 26397.84 STD. COMB. CURB & GUTTER CG-7 | | | 0710 12710 48.000 M | 41.32000 1983.36| 45.00000 2160.00| 60.40000 2899.20 RADIAL COMB. CURB & GUTTER CG-7 | | | 0720 13102 186.000 M | 41.32000 7685.52| 45.00000 8370.00| 51.88000 9649.68 RADIAL COMB. CURB & GUTTER CG-11 | | | 0730 13108 5.000 SQ M| 375.48000 1877.40| 375.00000 1875.00| 589.57000 2947.85 CG-12 DETECTABLE WARNING SURFACE | | | 0740 13220 113.000 SQ M| 35.28000 3986.64| 40.00000 4520.00| 75.02000 8477.26 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0750 13315 10.000 EA | 525.00000 5250.00| 525.00000 5250.00| 500.00000 5000.00 GUARDRAIL TERMINAL GR-11 | | | 0760 13320 1426.000 M | 56.17000 80098.42| 56.00000 79856.00| 53.50000 76291.00 GUARDRAIL GR-2 | | | 0770 13323 182.000 M | 70.87000 12898.34| 70.00000 12740.00| 67.50000 12285.00 GUARDRAIL GR-2A | | | 0780 13331 54.000 M | 66.15000 3572.10| 66.00000 3564.00| 63.00000 3402.00 RAD. GUARDRAIL GR-2 | | | 0790 13345 13.000 EA | 2152.50000 27982.50| 2150.00000 27950.00| 2050.00000 26650.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0800 13392 8.000 EA | 1627.50000 13020.00| 1630.00000 13040.00| 1550.00000 12400.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0810 13460 1280.000 M | 133.82000 171289.60| 135.00000 172800.00| 150.95000 193216.00 MEDIAN BARRIER MB-7D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -6 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 13479 25.000 M | 561.75000 14043.75| 400.00000 10000.00| 784.71000 19617.75 NS BARRIER BARRIER MB-8A WITH RW-3 BASE | | | 0830 13611 23.000 EA | 11881.36000 273271.28| 4900.00000 112700.00| 4656.31000 107095.13 IMPACT ATTENUATOR SERVICE TYPE I | | | 0840 13750 10046.000 SQ M| 0.00000 0.00| 0.00000 0.00| 0.11000 1105.06 SOUNDWALL COLOR COATING | | | 0850 13755 10046.000 SQ M| 322.88000 3243652.48| 307.00000 3084122.00| 334.70000 3362396.20 SOUND BARRIER WALL ABSORPTIVE | | | 0860 13810 308.000 SQ M| 875.11000 269533.88| 800.00000 246400.00| 526.57000 162183.56 RETAINING STRUCTURE | | | 0870 21110 870.000 SQ M| 96.28000 83763.60| 70.00000 60900.00| 60.00000 52200.00 MEDIAN STRIP MS-1A | | | 0880 21215 4281.000 M | 74.55000 319148.55| 65.00000 278265.00| 90.75000 388500.75 MEDIAN STRIP MS-2 | | | 0890 22501 3859.000 M | 18.61000 71815.99| 10.75000 41484.25| 10.35000 39940.65 FENCE FE-W1 | | | 0900 22541 34.000 EA | 220.50000 7497.00| 105.00000 3570.00| 100.00000 3400.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0910 22581 29.000 EA | 220.50000 6394.50| 105.00000 3045.00| 100.00000 2900.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0920 22645 3159.000 M | 41.97000 132583.23| 35.75000 112934.25| 34.15000 107879.85 FENCE FE-CL VINYL COATED | | | 0930 22655 17.000 EA | 299.25000 5087.25| 210.00000 3570.00| 200.00000 3400.00 LINE BRACE UNIT FE-CL VINYL COATED | | | 0940 22665 36.000 EA | 299.25000 10773.00| 210.00000 7560.00| 200.00000 7200.00 CORNER BRACE UNIT FE-CL VINYL COATED | | | 0950 22677 1.000 EA | 1039.50000 1039.50| 1000.00000 1000.00| 700.00000 700.00 GATE FE-CL L=4M | | | 0960 22908 5.000 EA | 672.00000 3360.00| 525.00000 2625.00| 500.00000 2500.00 GATE FE-G L=3.5M | | | 0970 23041 2.000 EA | 1758.75000 3517.50| 630.00000 1260.00| 600.00000 1200.00 WATER GATE FE-4 TY.I | | | 0980 23560 2229.000 M | 4.59000 10231.11| 5.00000 11145.00| 4.10000 9138.90 TEMP.SAFETY FENCE 1.2M | | | 0990 24100 1000.000 HR | 51.98000 51980.00| 12.00000 12000.00| 39.58000 39580.00 ALLAYING DUST | | | 1000 24152 18.000 EA | 779.70000 14034.60| 200.00000 3600.00| 127.42000 2293.56 TYPE III BARRICADE 2.4 M | | | 1010 24160 90.000 SQ M| 210.00000 18900.00| 300.00000 27000.00| 156.22000 14059.80 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -7 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 24260 468.000 MTON| 22.38000 10473.84| 29.00000 13572.00| 26.26000 12289.68 CR. RUN AGGR. NO. 25 OR 26 | | | 1030 24272 1000.000 HR | 10.50000 10500.00| 5.00000 5000.00| 10.90000 10900.00 TRUCK MOUNTED ATTENUATOR | | | 1040 24278 206190.000 DAY | 0.26000 53609.40| 0.30000 61857.00| 0.08000 16495.20 GROUP 2 CHANNELIZING DEVICES | | | 1050 24279 5720.000 HR | 5.25000 30030.00| 3.00000 17160.00| 2.18000 12469.60 PORTABLE CHANGEABLE MESSAGE SIGN | | | 1060 24281 14400.000 HR | 1.05000 15120.00| 1.00000 14400.00| 1.09000 15696.00 ELECTRONIC ARROW | | | 1070 24282 1000.000 HR | 15.75000 15750.00| 16.00000 16000.00| 14.82000 14820.00 FLAGGER SERVICE | | | 1080 24297 7540.000 M | 38.97000 293833.80| 65.00000 490100.00| 72.54000 546951.60 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 1090 24430 15577.000 SQ M| 3.08000 47977.16| 5.00000 77885.00| 8.03000 125083.31 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1100 24501 116.000 M | 7.96000 923.36| 23.00000 2668.00| 105.57000 12246.12 NS REMOVE EXIST. REMOVE EXIST. MEDIAN | | | STRIP MS-2 | | | 1110 24535 3.000 EA | 819.20000 2457.60| 350.00000 1050.00| 350.00000 1050.00 NS ADJUST EXIST. ADJUST EXIST. | | | STRUCTURE TOPS | | | 1120 24601 323.000 M | 2.26000 729.98| 10.00000 3230.00| 2.15000 694.45 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 1130 24602 6877.000 M | 4.18000 28745.86| 4.80000 33009.60| 5.74000 39473.98 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE (VARIOUS TYPES) | | | 1140 25505 29.000 MO | 2806.93000 81400.97| 1500.00000 43500.00| 1668.70000 48392.30 FIELD OFFICE TY.I | | | 1150 25565 LUMP| 15594.03000 15594.03| 20000.00000 20000.00| 10902.03000 10902.03 PROGRESS SCHEDULE BASELINE | | | 1160 25567 28.000 EA | 415.84000 11643.52| 900.00000 25200.00| 1000.00000 28000.00 PROGRESS SCHEDULE UPDATES | | | 1170 26119 885.000 MTON| 57.17000 50595.45| 75.00000 66375.00| 64.03000 56666.55 DRY RIPRAP CL. I 450 MM | | | 1180 27022 10.000 HA | 10124.39000 101243.90| 12000.00000 120000.00| 8961.98000 89619.80 TOPSOIL CL. B 50 MM | | | 1190 27030 6000.000 CU M| 12.74000 76440.00| 7.00000 42000.00| 9.07000 54420.00 NS TOPSOIL TOPSOIL FOR MEDIAN BACKFILL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -8 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 27102 4148.000 KG | 19.69000 81674.12| 10.25000 42517.00| 16.00000 66368.00 REGULAR SEED | | | 1210 27103 1904.000 KG | 6.04000 11500.16| 9.50000 18088.00| 5.00000 9520.00 OVERSEEDING | | | 1220 27215 13.000 MTON| 1365.00000 17745.00| 787.50000 10237.50| 1600.00000 20800.00 FERTILIZER(15-30-15) | | | 1230 27250 85.000 MTON| 210.00000 17850.00| 294.00000 24990.00| 200.00000 17000.00 LIME | | | 1240 27325 1650.000 SQ M| 4.10000 6765.00| 3.50000 5775.00| 4.62000 7623.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1250 27336 605.000 SQ M| 1.93000 1167.65| 15.00000 9075.00| 1.64000 992.20 TEMP. DIVERSION CHANNEL LINING CL. A | | | 1260 27340 524.000 CU M| 5.79000 3033.96| 20.00000 10480.00| 15.19000 7959.56 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1270 27410 35.000 EA | 199.70000 6989.50| 350.00000 12250.00| 820.64000 28722.40 CHECK DAM, ROCK TY. I | | | 1280 27415 125.000 EA | 199.70000 24962.50| 125.00000 15625.00| 120.65000 15081.25 CHECK DAM(ROCK) TY. II | | | 1290 27422 7.000 EA | 558.92000 3912.44| 580.00000 4060.00| 801.30000 5609.10 DEWATERING BASIN | | | 1300 27430 4873.000 CU M| 6.67000 32502.91| 7.00000 34111.00| 7.35000 35816.55 SILTATION CONTROL EXCAVATION | | | 1310 27440 200.000 HR | 21.00000 4200.00| 30.00000 6000.00| 25.00000 5000.00 MOWING | | | 1320 27450 58.000 EA | 156.33000 9067.14| 150.00000 8700.00| 298.54000 17315.32 DROP INLET SILT TRAP, TYPE A | | | 1330 27460 78.000 EA | 215.72000 16826.16| 250.00000 19500.00| 114.93000 8964.54 DROP INLET SILT TRAP, TYPE B | | | 1340 27505 10511.000 M | 0.94000 9880.34| 5.00000 52555.00| 4.10000 43095.10 TEMP. SILT FENCE | | | 1350 27545 25550.000 CU M| 8.40000 214620.00| 6.00000 153300.00| 10.14000 259077.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1360 27550 14.000 M | 3203.89000 44854.46| 2650.00000 37100.00| 2700.85000 37811.90 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1370 28810 997.000 UNIT| 51.09000 50936.73| 38.00000 37886.00| 40.00000 39880.00 MULCHING | | | 1380 28811 392.000 CU M| 51.09000 20027.28| 32.50000 12740.00| 40.00000 15680.00 REMULCHING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -9 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1390 28820 130.000 UNIT| 262.50000 34125.00| 105.00000 13650.00| 50.00000 6500.00 WATERING | | | 1400 38900 42.000 EA | 516.20000 21680.40| 350.00000 14700.00| 250.00000 10500.00 NS PLANT OR TREE PLANT OR TREE AMERICAN | | | HOLLY; 250CM HT | | | 1410 38900 24.000 EA | 36.19000 868.56| 27.00000 648.00| 15.00000 360.00 NS PLANT OR TREE PLANT OR TREE ANGEL | | | KISS CAMELIA; #1 CONT | | | 1420 38900 64.000 EA | 36.19000 2316.16| 26.00000 1664.00| 15.00000 960.00 NS PLANT OR TREE PLANT OR TREE AUTUMN | | | ROSE CAMELIA; #1 CONT | | | 1430 38900 26.000 EA | 176.68000 4593.68| 220.00000 5720.00| 125.00000 3250.00 NS PLANT OR TREE PLANT OR TREE AUTUMN | | | VRILLIANCE SERVICEBERRY;1.8 CM HT | | | 1440 38900 31.000 EA | 251.18000 7786.58| 260.00000 8060.00| 200.00000 6200.00 NS PLANT OR TREE PLANT OR TREE BALD | | | CYPRESS; 64MM CAL | | | 1450 38900 176.000 EA | 24.48000 4308.48| 20.00000 3520.00| 24.00000 4224.00 NS PLANT OR TREE PLANT OR TREE | | | BARBERRY; #3 CONT | | | 1460 38900 2265.000 EA | 7.45000 16874.25| 5.40000 12231.00| 7.00000 15855.00 NS PLANT OR TREE PLANT OR TREE BLACK | | | EYED SUSAN; #1 CONT | | | 1470 38900 14.000 EA | 58.54000 819.56| 325.00000 4550.00| 125.00000 1750.00 NS PLANT OR TREE PLANT OR TREE | | | BRILLIANT RED CHOKEBERRY; 1.8M HT | | | 1480 38900 20.000 EA | 236.28000 4725.60| 300.00000 6000.00| 200.00000 4000.00 NS PLANT OR TREE PLANT OR TREE DOGWOOD; | | | 50MM CAL | | | 1490 38900 2801.000 EA | 8.09000 22660.09| 6.20000 17366.20| 10.00000 28010.00 NS PLANT OR TREE PLANT OR TREE DWARF | | | FOUNTAIN GRASS; #1 CONT | | | 1500 38900 12.000 EA | 312.91000 3754.92| 270.00000 3240.00| 200.00000 2400.00 NS PLANT OR TREE PLANT OR TREE FOREST | | | PANSY REDBUD; 50MM CAL | | | 1510 38900 266.000 EA | 30.87000 8211.42| 22.00000 5852.00| 24.00000 6384.00 NS PLANT OR TREE PLANT OR TREE | | | FOTHERGILLA; #3 CONT | | | 1520 38900 60.000 EA | 236.28000 14176.80| 300.00000 18000.00| 200.00000 12000.00 NS PLANT OR TREE PLANT OR TREE FRINGE | | | TREE; 50MM CAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -10 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 38900 245.000 EA | 24.48000 5997.60| 20.00000 4900.00| 24.00000 5880.00 NS PLANT OR TREE PLANT OR TREE GLOSSY | | | ABELIA; #3 CONT. | | | 1540 38900 70.000 EA | 516.20000 36134.00| 435.00000 30450.00| 250.00000 17500.00 NS PLANT OR TREE PLANT OR TREE | | | GOLDENRAINTREE; 64MM CAL | | | 1550 38900 24.000 EA | 294.82000 7075.68| 22.00000 528.00| 24.00000 576.00 NS PLANT OR TREE PLANT OR TREE | | | INKBERRY; #3 CONT | | | 1560 38900 12.000 EA | 339.52000 4074.24| 325.00000 3900.00| 200.00000 2400.00 NS PLANT OR TREE PLANT OR TREE KOUSA | | | DOGWOOD; 50MM CAL | | | 1570 38900 17.000 EA | 176.68000 3003.56| 205.00000 3485.00| 150.00000 2550.00 NS PLANT OR TREE PLANT OR TREE LOBLOLLY | | | PINE; 250 CM HT | | | 1580 38900 369.000 EA | 25.97000 9582.93| 30.00000 11070.00| 24.00000 8856.00 NS PLANT OR TREE PLANT OR TREE MISS KIM | | | LILAC; #3 CONT | | | 1590 38900 7.000 EA | 294.82000 2063.74| 325.00000 2275.00| 250.00000 1750.00 NS PLANT OR TREE PLANT OR TREE NUTALL | | | OAK; 64 MM CAL | | | 1600 38900 38.000 EA | 24.48000 930.24| 22.00000 836.00| 24.00000 912.00 NS PLANT OR TREE PLANT OR TREE PIZAZZ | | | LOROPETALUM; #3 CONT | | | 1610 38900 108.000 EA | 24.48000 2643.84| 18.00000 1944.00| 25.00000 2700.00 NS PLANT OR TREE PLANT OR TREE POKOMOKE | | | CRAPE MYRTLE; #3 CONT | | | 1620 38900 4.000 EA | 304.40000 1217.60| 325.00000 1300.00| 250.00000 1000.00 NS PLANT OR TREE PLANT OR TREE RED OAK; | | | 64MM CAL | | | 1630 38900 45.000 EA | 247.99000 11159.55| 222.00000 9990.00| 150.00000 6750.00 NS PLANT OR TREE PLANT OR TREE RIVER | | | BIRCH; 3.5M HT | | | 1640 38900 3627.000 EA | 3.73000 13528.71| 5.50000 19948.50| 7.00000 25389.00 NS PLANT OR TREE PLANT OR TREE STELLA | | | D'ORO DAYLILY; #1 CONT | | | 1650 38900 22.000 EA | 109.63000 2411.86| 25.00000 550.00| 24.00000 528.00 NS PLANT OR TREE PLANT OR TREE SUMMER | | | SWEET CLETHRA; #3 CONT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -11 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1660 38900 410.000 EA | 3.35000 1373.50| 7.50000 3075.00| 24.00000 9840.00 NS PLANT OR TREE PLANT OR TREE VIRGINIA | | | CREEPER; #3 CONT | | | 1670 38900 88.000 EA | 43.64000 3840.32| 29.25000 2574.00| 24.00000 2112.00 NS PLANT OR TREE PLANT OR TREE | | | WAXMYRTLE; #3 CONT | | | 1680 38900 24.000 EA | 294.82000 7075.68| 405.00000 9720.00| 250.00000 6000.00 NS PLANT OR TREE PLANT OR TREE WEEPING | | | CHERRY; 64 MM CAL | | | 1690 38900 46.000 EA | 304.40000 14002.40| 270.00000 12420.00| 250.00000 11500.00 NS PLANT OR TREE PLANT OR TREE WILLOW | | | OAK; 64MM CAL | | | 1700 38900 364.000 EA | 11.07000 4029.48| 6.00000 2184.00| 8.00000 2912.00 NS PLANT OR TREE PLANT OR TREE ZAGREB | | | COREOPSIS; #1 CONT | | | 1710 38956 997.000 UNIT| 28.74000 28653.78| 54.00000 53838.00| 5.00000 4985.00 NS LANDSCAPE BED PREPARATION | | | 1720 39009 5.000 UNIT| 4789.49000 23947.45| 3250.00000 16250.00| 8000.00000 40000.00 NS VEGETATION CONTROL VEGETATION | | | CONTROL ... | | | 1730 40061 43.000 M | 205.95000 8855.85| 230.00000 9890.00| 212.73000 9147.39 150 MM DI WATER MAIN | | | 1740 40081 49.000 M | 276.60000 13553.40| 275.00000 13475.00| 338.86000 16604.14 200 MM DI WATER MAIN | | | 1750 40121 3376.000 M | 134.68000 454679.68| 140.00000 472640.00| 154.49000 521558.24 300 MM DI WATER MAIN | | | 1760 40912 10.000 M | 798.42000 7984.20| 720.00000 7200.00| 1250.95000 12509.50 300 MM OFFSET EXIST. PIPE | | | 1770 40930 15.000 M | 3613.53000 54202.95| 3250.00000 48750.00| 3525.96000 52889.40 750 MM OFFSET EXIST. PIPE | | | 1780 41006 6.000 EA | 1090.35000 6542.10| 850.00000 5100.00| 1077.98000 6467.88 150 MM GATE VALVE & BOX | | | 1790 41008 3.000 EA | 1381.61000 4144.83| 1100.00000 3300.00| 1335.60000 4006.80 200 MM GATE VALVE & BOX | | | 1800 41012 10.000 EA | 2430.35000 24303.50| 1900.00000 19000.00| 2141.56000 21415.60 300 MM GATE VALVE & BOX | | | 1810 41104 4.000 EA | 388.50000 1554.00| 250.00000 1000.00| 305.77000 1223.08 ADJUST EXIST. VALVE BOX | | | 1820 41413 1.000 EA | 6098.90000 6098.90| 7000.00000 7000.00| 9262.02000 9262.02 300 MM X 300 MM TAP. SLEEVE VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -12 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 41820 6.000 EA | 3246.97000 19481.82| 2025.00000 12150.00| 2353.03000 14118.18 FIRE HYDRANT | | | 1840 41850 1.000 EA | 189.64000 189.64| 250.00000 250.00| 253.88000 253.88 ADJUST EXIST. AIR RELEASE VALVE BOX | | | 1850 42765 2.000 EA | 388.49000 776.98| 400.00000 800.00| 253.89000 507.78 ADJUST EXIST FRAME & COVER | | | 1860 50108 51.000 SQ M| 237.26000 12100.26| 200.00000 10200.00| 225.96000 11523.96 SIGN PANEL | | | 1870 50204 52.000 M | 54.60000 2839.20| 35.00000 1820.00| 52.00000 2704.00 SIGN POST WOOD 100 MM X 100 MM | | | 1880 50206 15.000 M | 70.35000 1055.25| 22.00000 330.00| 67.00000 1005.00 SIGN POST WOOD 150 MM X 150 MM | | | 1890 50759 12.000 EA | 106.05000 1272.60| 115.00000 1380.00| 100.00000 1200.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1900 50868 1.000 EA | 411.60000 411.60| 117.50000 117.50| 100.00000 100.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-2 | | | 1910 50900 5.000 M | 88.20000 441.00| 28.00000 140.00| 84.00000 420.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | WOOD 100MM X 150MM | | | 1920 50900 34.000 M | 47.25000 1606.50| 25.00000 850.00| 45.00000 1530.00 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE INNER POST | | | 1930 50900 84.000 M | 68.25000 5733.00| 50.00000 4200.00| 65.00000 5460.00 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL POST 50 MM | | | 1940 50900 39.000 M | 89.25000 3480.75| 125.00000 4875.00| 85.00000 3315.00 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL POST 63.5 MM | | | 1950 51160 1.000 EA | 167.91000 167.91| 300.00000 300.00| 157.85000 157.85 ELEC.SERV.GROUNDING ELECTRODE (3 M) | | | 1960 51168 1.000 EA | 831.01000 831.01| 831.01000 831.01| 781.25000 781.25 ELECTRICAL SERVICE SE-3 | | | 1970 51208 2.000 EA | 632.42000 1264.84| 650.00000 1300.00| 594.55000 1189.10 PEDESTAL POLE PF-2 2.5 M | | | 1980 51240 2.000 EA | 741.94000 1483.88| 750.00000 1500.00| 697.51000 1395.02 CONCRETE FOUNDATION PF-2 | | | 1990 51245 1.000 EA | 1101.00000 1101.00| 1200.00000 1200.00| 1035.00000 1035.00 CONCRETE FOUND. CF-1 | | | 2000 51260 40.000 CU M| 1193.94000 47757.60| 1200.00000 48000.00| 1122.44000 44897.60 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION SIGNAL POLE PF-8 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -13 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2010 51425 1.000 EA | 8303.17000 8303.17| 8300.00000 8300.00| 7805.94000 7805.94 NS SIGNAL PLOE SIGNAL POLE MP-1 6M COMB | | | LUM 1 ARM 15M | | | 2020 51425 1.000 EA | 9014.56000 9014.56| 9000.00000 9000.00| 8474.74000 8474.74 NS SIGNAL PLOE SIGNAL POLE MP-1 6M COMB | | | LUM 1 ARM 16M | | | 2030 51425 1.000 EA | 10011.27000 10011.27| 10011.18000 10011.18| 9411.75000 9411.75 NS SIGNAL PLOE SIGNAL POLE MP-1 6M COMB | | | LUM 1 ARM 17M | | | 2040 51425 1.000 EA | 10426.83000 10426.83| 10426.76000 10426.76| 9802.44000 9802.44 NS SIGNAL PLOE SIGNAL POLE MP-1 6M COMB | | | LUM 1 ARM 19M | | | 2070 51602 7.000 M | 4.49000 31.43| 4.87000 34.09| 4.58000 32.06 14/4 CONDUCTOR CABLE | | | 2080 51607 342.000 M | 4.87000 1665.54| 5.84000 1997.28| 5.49000 1877.58 14/7 CONDUCTOR CABLE | | | 2090 51614 50.000 M | 5.84000 292.00| 4.83000 241.50| 4.54000 227.00 NS CONDUCTOR CABLE CONDUCTOR CABLE # 6 | | | 2098 51614 355.000 M | 4.83000 1714.65| 4.02000 1427.10| 7.80000 2769.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | 2102 51614 355.000 M | 4.02000 1427.10| 4.49000 1593.95| 4.22000 1498.10 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL | | | 2110 51830 13.000 EA | 195.96000 2547.48| 200.00000 2600.00| 184.23000 2394.99 HANGER ASSEMBLY SM-3, ONE WAY | | | 2130 51955 LUMP| 2090.36000 2090.36| 2000.00000 2000.00| 1965.19000 1965.19 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 2140 51960 1.000 EA | 14801.08000 14801.08| 14800.00000 14800.00| 13914.74000 13914.74 NS INSTALL INSTALL CONTROLLER & | | | CABINET | | | 2150 51962 3.000 EA | 983.80000 2951.40| 950.00000 2850.00| 924.89000 2774.67 NS RELOCATE RELOCATE EXIST. ELECT. | | | SERVICE TO SIGN | | | 2160 52001 194.000 M | 3.56000 690.64| 3.50000 679.00| 3.35000 649.90 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PREEMPTION CABLE | | | 2170 52002 4.000 EA | 2680.85000 10723.40| 2650.00000 10600.00| 2520.31000 10081.24 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PREEMPTION TYPE I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -14 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2178 52002 6.000 EA | 3006.82000 18040.92| 3000.00000 18000.00| 2826.76000 16960.56 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA | | | 2180 52002 2.000 EA | 2035.08000 4070.16| 2035.00000 4070.00| 1913.21000 3826.42 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SCHOOL ZONE CAUTION | | | LIGHT ASSEBLY | | | 2190 52002 46.000 EA | 230.22000 10590.12| 230.00000 10580.00| 216.43000 9955.78 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL HEAD SECTION | | | 305MM LED | | | 2200 52002 4.000 EA | 664.21000 2656.84| 665.00000 2660.00| 624.44000 2497.76 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL | | | ILLUMINATION ARM 3.6M | | | 2210 54032 35896.000 M | 1.11000 39844.56| 1.20000 43075.20| 1.11000 39844.56 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 2212 52002 1.000 EA | 11776.46000 11776.46| 12000.00000 12000.00| 11071.23000 11071.23 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | 8 VIDEO INPUT | | | 2220 54042 140.000 M | 7.66000 1072.40| 10.50000 1470.00| 1.50000 210.00 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 2230 54105 13207.000 M | 1.52000 20074.64| 1.75000 23112.25| 1.35000 17829.45 ERADICATION OF EXIST. PAVEMENT MARKING | | | 2240 54217 451.000 EA | 23.62000 10652.62| 25.00000 11275.00| 23.00000 10373.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 2250 54240 584.000 EA | 5.25000 3066.00| 6.30000 3679.20| 5.00000 2920.00 TEMP. PAVE. MARKER 1 WAY | | | 2260 54242 787.000 EA | 5.25000 4131.75| 6.30000 4958.10| 5.00000 3935.00 TEMP. PAVE. MARKER 2 WAY | | | 2270 54300 46.000 EA | 52.50000 2415.00| 57.75000 2656.50| 55.00000 2530.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2280 54401 4.000 EA | 210.00000 840.00| 236.25000 945.00| 225.00000 900.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 2290 54512 35713.000 M | 2.40000 85711.20| 2.50000 89282.50| 2.37000 84639.81 CONSTR.PAVE.MARK. (TY.D,CL.II)100 MM | | | 2300 54520 254.000 M | 6.30000 1600.20| 7.30000 1854.20| 6.97000 1770.38 CONSTR.PAVE.MARK. (TY.D,CL.II)300 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : 5B2 -15 TABULATION OF BIDS CALL ORDER : 5B2 CONTRACT ID : C00092992C02 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) N165 |( 3 ) C333 |E. V. WILLIAMS, INC. |GEORGE NICE & SONS, INC. |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2310 56006 3.000 EA | 990.21000 2970.63| 1000.00000 3000.00| 930.91000 2792.73 JUNCTION BOX JB-3A, 3B OR 3C | | | 2320 56010 1.000 EA | 1066.36000 1066.36| 1100.00000 1100.00| 1002.50000 1002.50 JUNCTION BOX JB-5A 5B OR 5C | | | 2330 56014 5.000 EA | 119.97000 599.85| 120.00000 600.00| 112.79000 563.95 ELECT. SER. GRD. ELECTRODE(3M) | | | 2350 56026 2.000 M | 55.15000 110.30| 100.00000 200.00| 51.85000 103.70 32 MM METAL CONDUIT | | | 2360 56030 15.000 M | 11.06000 165.90| 11.00000 165.00| 10.40000 156.00 50 MM CONDUIT | | | 2370 56034 161.000 M | 10.30000 1658.30| 10.30000 1658.30| 9.68000 1558.48 80 MM CONDUIT | | | 2380 56104 87.000 M | 309.99000 26969.13| 310.00000 26970.00| 291.43000 25354.41 JACKED 125 MM PIPE | | | 2390 56200 125.000 M | 14.31000 1788.75| 14.00000 1750.00| 13.45000 1681.25 TRENCH EXCAVATION ECI-1 | | | 2400 56205 4.000 EA | 1021.15000 4084.60| 1500.00000 6000.00| 960.00000 3840.00 TEST BORE | | | SECTION TOTALS | $ 15,861,501.55| $ 16,788,048.07| $ 16,798,527.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,861,501.55| $ 16,788,048.07| $ 16,798,527.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -1 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/07/13 COMPLETION DATE PROJECT(S) : 7013-131-V03,B615 FED # BR/STP-013-5(015) 7013-131-V03,C501 FED # BR/STP-013-5(015) 7013-131-V03,C501 FED # BR/STP-013-5(015) CONTRACT DESCRIPTION: BRIDGE OVER SOUTH BRANCH ELIZABETH RIVER AND APPROACHES FROM: 0.417 MI. W. OF GILMERTON BRIDGE TO: 0.356 MI. E. OF GILMERTON BRIDGE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P433 PCL CIVIL CONSTRUCTORS, INC. $ 133,836,999.70 100.0000% 2 T009 SKANSKA USA CIVIL SOUTHEAST INC. $ 141,993,921.40 106.0947% 3 JV007 CIANBRO/WEEKS, A JOINT VENTURE $ 157,873,502.32 117.9595% 4 JV055 AMERICAN BR. & MCLEAN CONTRACTING GILMERTON BR.,JV $ 166,461,069.75 124.3760% ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 6250000.00000 6250000.00| 7100000.00000 7100000.00| 8000000.00000 8000000.00 MOBILIZATION | | | 0020 00101 LUMP| 500000.00000 500000.00| 1000000.00000 1000000.00| 3000000.00000 3000000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 105766.85000 105766.85| 500000.00000 500000.00| 250000.00000 250000.00 CLEARING AND GRUBBING | | | 0040 00120 19258.000 CY | 5.00000 96290.00| 23.00000 442934.00| 20.50000 394789.00 REGULAR EXCAVATION | | | 0050 00155 6704.000 SY | 2.70000 18100.80| 5.10000 34190.40| 1.70000 11396.80 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0060 00200 16.000 EA | 2359.01000 37744.16| 1000.00000 16000.00| 600.00000 9600.00 SETTLEMENT PLATE | | | 0070 00211 462.000 CY | 22.09000 10205.58| 18.00000 8316.00| 24.00000 11088.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -2 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00280 6799.000 CY | 25.00000 169975.00| 5.00000 33995.00| 22.00000 149578.00 SELECT MATL. TY. II MIN. CBR-20 | | | 0090 00305 20068.000 CY | 21.00000 421428.00| 5.00000 100340.00| 22.00000 441496.00 NS SELECT MATERIAL SELECT MATERIAL MIN | | | CBR-15 | | | 0100 00355 13067.000 SY | 2.62000 34235.54| 4.20000 54881.40| 1.30000 16987.10 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0110 00505 710.000 TON | 33.73000 23948.30| 36.00000 25560.00| 35.00000 24850.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0120 00506 463.000 TON | 41.67000 19293.21| 79.00000 36577.00| 40.00000 18520.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0130 00515 30450.000 SF | 14.03000 427213.50| 2.00000 60900.00| 25.00000 761250.00 TEMPORARY SHEET PILING | | | 0140 00525 37.000 CY | 1914.00000 70818.00| 1200.00000 44400.00| 1750.00000 64750.00 CONCRETE CLASS A3 MISC. | | | 0150 00580 508.000 LF | 13.00000 6604.00| 26.00000 13208.00| 13.00000 6604.00 UNDERDRAIN UD-1 | | | 0160 00591 132.000 LF | 14.00000 1848.00| 28.00000 3696.00| 14.00000 1848.00 COMB. UNDERDRAIN CD-2 | | | 0170 00595 437.000 LF | 27.22000 11895.14| 26.00000 11362.00| 10.00000 4370.00 OUTLET PIPE | | | 0180 00596 3.000 EA | 1571.00000 4713.00| 1100.00000 3300.00| 600.00000 1800.00 ENDWALL EW-12 | | | 0190 01152 1143.000 LF | 69.25000 79152.75| 58.00000 66294.00| 65.00000 74295.00 15" CONC. PIPE | | | 0200 01182 426.000 LF | 45.75000 19489.50| 62.00000 26412.00| 58.00000 24708.00 18" CONC. PIPE | | | 0210 01212 121.000 LF | 50.70000 6134.70| 68.00000 8228.00| 75.00000 9075.00 21" CONC. PIPE | | | 0220 01242 289.000 LF | 125.65000 36312.85| 73.00000 21097.00| 91.00000 26299.00 24" CONC. PIPE | | | 0230 01302 148.000 LF | 142.65000 21112.20| 87.00000 12876.00| 124.00000 18352.00 30" CONC. PIPE | | | 0240 01362 254.000 LF | 93.20000 23672.80| 120.00000 30480.00| 130.00000 33020.00 36" CONC. PIPE | | | 0250 01422 826.000 LF | 180.00000 148680.00| 160.00000 132160.00| 170.00000 140420.00 42" CONC. PIPE | | | 0260 01482 66.000 LF | 145.00000 9570.00| 360.00000 23760.00| 246.00000 16236.00 48" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -3 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 01602 23.000 LF | 195.00000 4485.00| 1000.00000 23000.00| 390.00000 8970.00 60" CONC. PIPE | | | 0280 02090 180.000 LF | 74.00000 13320.00| 75.00000 13500.00| 100.00000 18000.00 NS PIPE PIPE 36" (TEMP. PVC) | | | 0290 02092 3.000 EA | 18875.00000 56625.00| 19400.00000 58200.00| 20900.00000 62700.00 NS SPEC. DES. SPEC. DES. WATER QUALITY | | | STRUCTURE | | | 0300 06211 1.000 EA | 1430.00000 1430.00| 1400.00000 1400.00| 560.00000 560.00 21" END SECTION ES-1 | | | 0310 06241 1.000 EA | 1460.00000 1460.00| 1900.00000 1900.00| 600.00000 600.00 24" END SECTION ES-1 | | | 0320 06361 1.000 EA | 2165.00000 2165.00| 2100.00000 2100.00| 1100.00000 1100.00 36" END SECTION ES-1 | | | 0330 06481 1.000 EA | 2925.00000 2925.00| 3300.00000 3300.00| 1850.00000 1850.00 48" END SECTION ES-1 | | | 0340 06750 1.000 EA | 6090.00000 6090.00| 6500.00000 6500.00| 6950.00000 6950.00 DROP INLET DI-2B,L=10' | | | 0350 06755 1.000 EA | 6835.00000 6835.00| 7900.00000 7900.00| 8450.00000 8450.00 DROP INLET DI-2B,L=20' | | | 0360 06815 2.000 EA | 2720.00000 5440.00| 4400.00000 8800.00| 3900.00000 7800.00 DROP INLET DI-3A | | | 0370 06818 7.000 EA | 3420.00000 23940.00| 4700.00000 32900.00| 4100.00000 28700.00 DROP INLET DI-3B,L=6' | | | 0380 06819 4.000 EA | 3510.00000 14040.00| 4900.00000 19600.00| 4300.00000 17200.00 DROP INLET DI-3B,L=8' | | | 0390 06835 1.000 EA | 4550.00000 4550.00| 5700.00000 5700.00| 5600.00000 5600.00 DROP INLET DI-3C,L=6' | | | 0400 06838 1.000 EA | 3240.00000 3240.00| 5500.00000 5500.00| 5700.00000 5700.00 DROP INLET DI-3C,L=12' | | | 0410 06839 2.000 EA | 5590.00000 11180.00| 7400.00000 14800.00| 7000.00000 14000.00 DROP INLET DI-3C,L=14' | | | 0420 07010 1.000 EA | 6390.00000 6390.00| 6500.00000 6500.00| 6500.00000 6500.00 DROP INLET DI-3F,L=12' | | | 0430 07306 2.000 EA | 8120.00000 16240.00| 11500.00000 23000.00| 11300.00000 22600.00 DROP INLET DI-4DD | | | 0440 07308 1.000 EA | 6870.00000 6870.00| 6800.00000 6800.00| 8200.00000 8200.00 DROP INLET DI-4E,L=6' | | | 0450 07506 2.000 EA | 3700.00000 7400.00| 5000.00000 10000.00| 4150.00000 8300.00 DROP INLET DI-5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -4 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 07508 5.000 EA | 4355.00000 21775.00| 5600.00000 28000.00| 6250.00000 31250.00 DROP INLET DI-7 | | | 0470 08586 1.000 EA | 3955.00000 3955.00| 6600.00000 6600.00| 12500.00000 12500.00 DROP INLET DI-14E TY. III,L=16' | | | 0480 08588 2.000 EA | 3955.00000 7910.00| 6500.00000 13000.00| 13000.00000 26000.00 DROP INLET DI-14E TY. III,L=20' | | | 0490 09056 5.000 LF | 725.00000 3625.00| 970.00000 4850.00| 960.00000 4800.00 MANHOLE MH-1 OR 2 | | | 0500 09057 11.000 EA | 355.00000 3905.00| 970.00000 10670.00| 420.00000 4620.00 FRAME & COVER MH-1 | | | 0505 09148 59.000 TON | 60.00000 3540.00| 68.00000 4012.00| 73.00000 4307.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0510 09150 173.000 TON | 58.17000 10063.41| 67.02000 11594.46| 72.00000 12456.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0512 09152 20.000 TON | 60.00000 1200.00| 67.00000 1340.00| 90.00000 1800.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0520 09185 289.000 SY | 77.82000 22489.98| 81.00000 23409.00| 70.00000 20230.00 PAVED DITCH PG-2A | | | 0530 09250 2.000 EA | 669.51000 1339.02| 2700.00000 5400.00| 450.00000 900.00 SLOPE DRAIN | | | 0540 10017 6557.000 TON | 28.00000 183596.00| 43.00000 281951.00| 55.00000 360635.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0550 10100 566.000 TON | 91.00000 51506.00| 44.00000 24904.00| 36.20000 20489.20 AGGR. MATL. NO. 21B | | | 0560 10103 314.000 TON | 28.77000 9033.78| 43.01000 13505.14| 38.00000 11932.00 AGGR. MATL. NO. 25 OR 26 | | | 0570 10250 8489.000 TON | 32.60000 276741.40| 41.00000 348049.00| 40.00000 339560.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0580 10416 888.000 GAL | 3.61000 3205.68| 2.30000 2042.40| 4.00000 3552.00 LIQUID ASPHALT | | | 0590 10468 14.000 TON | 130.00000 1820.00| 120.00000 1680.00| 132.00000 1848.00 COVER MATL. AGGR. NO. 68 | | | 0600 10482 18.000 TON | 107.65000 1937.70| 120.00000 2160.00| 110.00000 1980.00 COVER MATL. AGGR. NO. 8P | | | 0610 10611 2105.000 TON | 93.25000 196291.25| 100.00000 210500.00| 95.00000 199975.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0620 10630 328.000 SY | 2.19000 718.32| 43.00000 14104.00| 35.00000 11480.00 FLEXIBLE PAVEMENT PLANING | | | 0630 10636 1781.000 TON | 92.90000 165454.90| 100.00000 178100.00| 95.00000 169195.00 ASPHALT CONCRETE TY. SM-9.5D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -5 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 10643 9997.000 TON | 87.00000 869739.00| 96.00000 959712.00| 88.50000 884734.50 ASPHALT CONCRETE TY. BM-25.0D | | | 0650 11020 165.000 CY | 850.38000 140312.70| 500.00000 82500.00| 800.00000 132000.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 0660 11030 25792.000 LB | 0.96000 24760.32| 1.30000 33529.60| 0.90000 23212.80 REINF. STEEL BRIDGE APPR. SLAB | | | 0670 11070 500.000 LF | 5.00000 2500.00| 1.70000 850.00| 2.00000 1000.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0680 11071 500.000 LF | 5.00000 2500.00| 4.50000 2250.00| 5.00000 2500.00 NS SAW-CUT HYDR.CEM.CONC.PAVE. SAW-CUT | | | HYD.CEM.CON.PAV (FULL DEPTH) | | | 0690 12600 3514.000 LF | 17.59000 61811.26| 7.70000 27057.80| 20.00000 70280.00 STD. COMB. CURB & GUTTER CG-6 | | | 0700 12610 161.000 LF | 20.67000 3327.87| 7.70000 1239.70| 22.00000 3542.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0710 13102 25.000 LF | 19.88000 497.00| 7.70000 192.50| 20.00000 500.00 RADIAL COMB. CURB & GUTTER CG-11 | | | 0720 13220 8.000 SY | 101.00000 808.00| 54.00000 432.00| 60.00000 480.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0730 13232 716.000 SY | 2.65000 1897.40| 10.00000 7160.00| 1.50000 1074.00 GEOTEXTILE DRAINAGE FABRIC | | | 0740 13315 2.000 EA | 650.00000 1300.00| 720.00000 1440.00| 650.00000 1300.00 GUARDRAIL TERMINAL GR-11 | | | 0750 13320 325.000 LF | 28.00000 9100.00| 31.00000 10075.00| 28.00000 9100.00 GUARDRAIL GR-2 | | | 0760 13331 53.000 LF | 30.00000 1590.00| 33.00000 1749.00| 30.00000 1590.00 RAD. GUARDRAIL GR-2 | | | 0770 13345 1.000 EA | 2500.00000 2500.00| 2800.00000 2800.00| 2500.00000 2500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0780 13392 2.000 EA | 2000.00000 4000.00| 2200.00000 4400.00| 2000.00000 4000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0790 13393 1.000 EA | 390.00000 390.00| 430.00000 430.00| 390.00000 390.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0800 13460 1953.000 LF | 43.63000 85209.39| 170.00000 332010.00| 75.00000 146475.00 MEDIAN BARRIER MB-7D | | | 0810 13496 1650.000 LF | 52.00000 85800.00| 170.00000 280500.00| 75.00000 123750.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -6 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 13605 4.000 EA | 4900.00000 19600.00| 16100.00000 64400.00| 17500.00000 70000.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0830 13606 2.000 EA | 15900.00000 31800.00| 16100.00000 32200.00| 17500.00000 35000.00 IMPACT ATTEN. (TL-2, 45 MPH MAX. DES | | | SP) | | | 0840 21110 169.000 SY | 75.36000 12735.84| 81.00000 13689.00| 100.00000 16900.00 MEDIAN STRIP MS-1A | | | 0850 21215 1067.000 LF | 26.83000 28627.61| 24.00000 25608.00| 40.00000 42680.00 MEDIAN STRIP MS-2 | | | 0860 23600 400.000 LF | 125.00000 50000.00| 22.00000 8800.00| 40.00000 16000.00 NS FENCE FENCE FE-CL MOD. (H = 8') | | | 0870 23601 11.000 EA | 100.00000 1100.00| 220.00000 2420.00| 400.00000 4400.00 NS BRACE BRACE CORNER BR. UNIT FE-CL | | | MOD. (H = 8') | | | 0880 23601 6.000 EA | 200.00000 1200.00| 220.00000 1320.00| 400.00000 2400.00 NS BRACE BRACE LINE BRACE UNIT FE-CL | | | MOD. (H = 8') | | | 0890 23602 5.000 EA | 500.00000 2500.00| 3000.00000 15000.00| 750.00000 3750.00 NS GATE GATE FE-CL MOD. L = 10' (H = | | | 8') | | | 0900 23602 2.000 EA | 1300.00000 2600.00| 3300.00000 6600.00| 1000.00000 2000.00 NS GATE GATE FE-CL MOD. L = 14' (H = | | | 8') | | | 0910 24100 600.000 HR | 19.72000 11832.00| 59.00000 35400.00| 35.00000 21000.00 ALLAYING DUST | | | 0920 24152 20.000 EA | 390.84000 7816.80| 480.00000 9600.00| 220.00000 4400.00 TYPE III BARRICADE 8' | | | 0930 24160 3384.000 SF | 17.18000 58137.12| 30.00000 101520.00| 37.50000 126900.00 CONSTRUCTION SIGNS | | | 0940 24272 18168.000 HR | 19.66000 357182.88| 8.60000 156244.80| 7.50000 136260.00 TRUCK MOUNTED ATTENUATOR | | | 0950 24278 192240.000 DAY | 0.56000 107654.40| 0.75000 144180.00| 0.20000 38448.00 GROUP 2 CHANNELIZING DEVICES | | | 0960 24279 345600.000 HR | 0.39000 134784.00| 2.40000 829440.00| 1.50000 518400.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0970 24281 52560.000 HR | 0.57000 29959.20| 4.80000 252288.00| 1.00000 52560.00 ELECTRONIC ARROW | | | 0980 24282 8000.000 HR | 58.74000 469920.00| 69.00000 552000.00| 25.00000 200000.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -7 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 24285 8173.000 LF | 10.00000 81730.00| 17.00000 138941.00| 16.00000 130768.00 TEMPORARY ASPHALT MEDIAN | | | 1000 24286 205.000 EA | 54.77000 11227.85| 76.00000 15580.00| 25.00000 5125.00 FLEXIBLE POST DELINEATOR | | | 1010 24297 2602.000 LF | 52.00000 135304.00| 56.00000 145712.00| 45.00000 117090.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 1020 24360 13141.000 HR | 22.42000 294621.22| 38.00000 499358.00| 25.00000 328525.00 NS SAFETY SAFETY TOW WRECKER SERVICE | | | 1030 24420 11964.000 SY | 7.00000 83748.00| 15.00000 179460.00| 5.50000 65802.00 DEMOLITION OF PAVEMENT (RIGID) | | | 1040 24430 12818.000 SY | 2.50000 32045.00| 15.00000 192270.00| 5.00000 64090.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1050 24502 2.000 EA | 6916.87000 13833.74| 1100.00000 2200.00| 4000.00000 8000.00 NS REMOVE EXIST. REMOVE EXIST. METER | | | VAULT | | | 1060 24535 1.000 EA | 3328.43000 3328.43| 2700.00000 2700.00| 4000.00000 4000.00 NS ADJUST EXIST. ADJUST EXIST. WATER | | | METER VAULT | | | 1070 24712 205.000 LF | 10.00000 2050.00| 16.00000 3280.00| 10.00000 2050.00 NS RESET EXIST. RESET EXIST. FENCE | | | (SPLIT RAIL) | | | 1080 25505 46.000 MO | 2679.99000 123279.54| 4600.00000 211600.00| 4800.00000 220800.00 FIELD OFFICE TY.I | | | 1090 25561 15.000 DAY | 3000.00000 45000.00| 5400.00000 81000.00| 5000.00000 75000.00 FORMAL PARTNERING | | | 1100 27022 3.000 ACRE| 11500.00000 34500.00| 10800.00000 32400.00| 10900.00000 32700.00 TOPSOIL CLASS B 2" | | | 1110 27102 405.000 LB | 20.00000 8100.00| 9.90000 4009.50| 10.00000 4050.00 REGULAR SEED | | | 1120 27103 253.000 LB | 10.00000 2530.00| 9.90000 2504.70| 5.00000 1265.00 OVERSEEDING | | | 1130 27215 2.000 TON | 1750.00000 3500.00| 1200.00000 2400.00| 1000.00000 2000.00 FERTILIZER(15-30-15) | | | 1140 27250 9.000 TON | 275.00000 2475.00| 480.00000 4320.00| 750.00000 6750.00 LIME | | | 1150 27288 3.000 ACRE| 2200.00000 6600.00| 750.00000 2250.00| 2000.00000 6000.00 EROSION CONTROL MULCH | | | 1160 27321 50.000 SY | 10.00000 500.00| 5.50000 275.00| 9.00000 450.00 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -8 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 27325 461.000 SY | 6.25000 2881.25| 6.20000 2858.20| 9.00000 4149.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1180 27410 5.000 EA | 531.01000 2655.05| 1000.00000 5000.00| 550.00000 2750.00 CHECK DAM, ROCK TY. I | | | 1190 27415 9.000 EA | 252.00000 2268.00| 1000.00000 9000.00| 425.00000 3825.00 CHECK DAM(ROCK) TY. II | | | 1200 27422 7.000 EA | 1083.27000 7582.89| 3800.00000 26600.00| 2500.00000 17500.00 DEWATERING BASIN | | | 1210 27430 1189.000 CY | 7.32000 8703.48| 11.00000 13079.00| 12.00000 14268.00 SILTATION CONTROL EXCAVATION | | | 1220 27440 1000.000 HR | 64.00000 64000.00| 120.00000 120000.00| 60.00000 60000.00 MOWING | | | 1230 27450 3.000 EA | 249.30000 747.90| 1400.00000 4200.00| 200.00000 600.00 DROP INLET SILT TRAP, TYPE A | | | 1240 27460 27.000 EA | 249.59000 6738.93| 1300.00000 35100.00| 180.00000 4860.00 DROP INLET SILT TRAP, TYPE B | | | 1250 27500 1123.000 SY | 0.19000 213.37| 15.00000 16845.00| 1.50000 1684.50 GEOTEXTILE FABRIC | | | 1260 27505 6997.000 LF | 2.03000 14203.91| 3.30000 23090.10| 1.50000 10495.50 TEMP. SILT FENCE | | | 1270 27506 88.000 LF | 2.43000 213.84| 3.30000 290.40| 2.00000 176.00 TEMP. FILTER BARRIER | | | 1280 27525 424.000 LF | 33.50000 14204.00| 37.00000 15688.00| 120.00000 50880.00 TURBIDITY CURTAIN, PERVIOUS | | | 1290 40005 3360.000 LF | 46.71000 156945.60| 13.00000 43680.00| 44.00000 147840.00 1 1/2" WATER SERVICE LINE | | | 1300 40041 311.000 LF | 41.10000 12782.10| 48.00000 14928.00| 88.00000 27368.00 4" DI WATER MAIN | | | 1310 40061 408.000 LF | 39.30000 16034.40| 62.00000 25296.00| 110.00000 44880.00 6" DI WATER MAIN | | | 1320 40081 143.000 LF | 60.61000 8667.23| 120.00000 17160.00| 150.00000 21450.00 8" DI WATER MAIN | | | 1330 40121 612.000 LF | 132.04000 80808.48| 66.00000 40392.00| 110.00000 67320.00 12" DI WATER MAIN | | | 1340 40992 2.000 EA | 3825.00000 7650.00| 23100.00000 46200.00| 32000.00000 64000.00 NS WATER UTILITY WATER UTILITY WATER | | | METER & VAULT | | | 1350 41002 1.000 EA | 811.38000 811.38| 830.00000 830.00| 800.00000 800.00 2" GATE VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -9 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 41006 3.000 EA | 1013.54000 3040.62| 1400.00000 4200.00| 1100.00000 3300.00 6" GATE VALVE & BOX | | | 1370 41008 2.000 EA | 1431.43000 2862.86| 1600.00000 3200.00| 1600.00000 3200.00 8" GATE VALVE & BOX | | | 1380 41012 2.000 EA | 2193.16000 4386.32| 2700.00000 5400.00| 2900.00000 5800.00 12" GATE VALVE & BOX | | | 1390 41820 2.000 EA | 2885.86000 5771.72| 2800.00000 5600.00| 3500.00000 7000.00 FIRE HYDRANT | | | 1400 41972 1.000 EA | 971.76000 971.76| 540.00000 540.00| 500.00000 500.00 1" WATER METER & BOX | | | 1410 44300 434.000 LF | 40.00000 17360.00| 20.00000 8680.00| 45.00000 19530.00 NS SEWER UTILITY SEWER UTILITY 1 1/2" | | | SAN. FORCE MAIN | | | 1420 49005 LUMP| 4825.00000 4825.00| 10800.00000 10800.00| 52000.00000 52000.00 NS SANITARY SEWER SANITARY SEWER | | | SANITARY STORAGE TANK | | | 1430 50108 199.000 SF | 40.00000 7960.00| 38.00000 7562.00| 35.00000 6965.00 SIGN PANEL | | | 1440 50204 97.000 LF | 20.00000 1940.00| 27.00000 2619.00| 55.00000 5335.00 SIGN POST WOOD 4" X 4" | | | 1450 50402 67.000 LF | 60.00000 4020.00| 38.00000 2546.00| 50.00000 3350.00 SIGN POST STEEL 3" | | | 1460 50902 7.000 EA | 1100.00000 7700.00| 220.00000 1540.00| 280.00000 1960.00 NS TRAFFIC SIGN TRAFFIC SIGN POST | | | BARRIER WALL MOUNT | | | 1470 51962 3.000 EA | 5500.00000 16500.00| 2700.00000 8100.00| 7000.00000 21000.00 NS RELOCATE RELOCATE EXIST. DRAWBRIDGE | | | SIGNAL & SIGNS | | | 1480 54032 24827.000 LF | 0.50000 12413.50| 0.40000 9930.80| 0.35000 8689.45 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1490 54042 212.000 LF | 2.50000 530.00| 3.00000 636.00| 2.75000 583.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1500 54105 5645.000 LF | 0.90000 5080.50| 0.85000 4798.25| 0.75000 4233.75 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1510 54217 84.000 EA | 20.00000 1680.00| 29.00000 2436.00| 26.00000 2184.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1520 54218 64.000 EA | 24.00000 1536.00| 29.00000 1856.00| 26.00000 1664.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 1530 54300 8.000 EA | 60.00000 480.00| 68.00000 544.00| 62.00000 496.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -10 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1540 54407 1.000 EA | 550.00000 550.00| 280.00000 280.00| 250.00000 250.00 PAVE. MESSAGE MARK. R/R CROSS.,DOUBLE | | | LANE | | | 1550 54510 8756.000 LF | 1.40000 12258.40| 0.95000 8318.20| 0.85000 7442.60 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 1560 54514 2830.000 LF | 2.10000 5943.00| 1.80000 5094.00| 1.65000 4669.50 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 1570 54550 12523.000 LF | 0.40000 5009.20| 0.25000 3130.75| 0.24000 3005.52 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 1580 54554 422.000 LF | 0.55000 232.10| 0.40000 168.80| 0.35000 147.70 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 1590 60403 130.000 CY | 1410.63000 183381.90| 2900.00000 377000.00| 2000.00000 260000.00 CONCRETE CLASS A3 | | | 1600 60410 5330.000 CY | 1793.65000 9560154.50| 800.00000 4264000.00| 950.00000 5063500.00 CONCRETE CLASS A4 (LIGHTWEIGHT) | | | 1610 60490 16880.000 SY | 1.69000 28527.20| 3.20000 54016.00| 2.10000 35448.00 BRIDGE DECK GROOVING | | | 1620 61243 8.000 EA | 20308.53000 162468.24| 21700.00000 173600.00| 20000.00000 160000.00 PREST.CONC.BEAM,BULB-T 61" DEPTH | | | +70'-80' | | | 1630 61244 145.000 EA | 23264.38000 3373335.10| 22200.00000 3219000.00| 20000.00000 2900000.00 PREST.CONC.BEAM,BULB-T 61" DEPTH | | | +80'-90' | | | 1640 61700 53997.000 LB | 0.70000 37797.90| 0.90000 48597.30| 0.95000 51297.15 REINF. STEEL | | | 1650 61705 1326377.000 LB | 1.20000 1591652.40| 1.60000 2122203.20| 1.25000 1657971.25 EPOXY COATED REINF. STEEL | | | * | | | 1660 61800 LUMP| 5507421.20000 5507421.20| 5802000.00000 5802000.00| 5000000.00000 5000000.00 NS STRUCT. STEEL STRUCT. STEEL ACCESS | | | SYSTEM | | | 1670 61800 LUMP| 800076.87000 800076.87| 486000.00000 486000.00| 525000.00000 525000.00 NS STRUCT. STEEL STRUCT. STEEL CATWALK | | | AND STAIR TOWER | | | 1680 61801 944600.000 LB | 3.46000 3268316.00| 2.80000 2644880.00| 3.75000 3542250.00 NS STRUCT. STEEL STRUCT. STEEL ASTM | | | A709 GRADE HPS 70W | | | 1690 61801 4912000.000 LB | 4.68000 22988160.00| 3.40000 16700800.00| 4.65000 22840800.00 NS STRUCT. STEEL STRUCT. STEEL ASTM | | | A709 GRADE 50 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -11 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 61801 356400.000 LB | 3.86000 1375704.00| 2.80000 997920.00| 6.10000 2174040.00 NS STRUCT. STEEL STRUCT. STEEL ROLLED | | | BEAM ASTM A709 GRADE 50 | | | 1710 62011 3808.000 LF | 86.36000 328858.88| 180.00000 685440.00| 225.00000 856800.00 CONCRETE PARAPET (LIGHTWEIGHT) | | | 1720 62055 1640.000 LF | 58.94000 96661.60| 180.00000 295200.00| 200.00000 328000.00 NS MEDIAN BARRIER MEDIAN BARRIER TYPE | | | MC (LIGHTWEIGHT) | | | 1730 62401 85.000 LF | 3648.56000 310127.60| 1400.00000 119000.00| 1400.00000 119000.00 TOOTH EXPANSION JOINT, TOOTH THICKNESS | | | 1 3/4" | | | 1740 62491 698.000 LF | 547.88000 382420.24| 340.00000 237320.00| 300.00000 209400.00 ELASTOMERIC EXPANSION DAM 0"-2" | | | 1750 62492 170.000 LF | 588.46000 100038.20| 340.00000 57800.00| 350.00000 59500.00 ELASTOMERIC EXPANSION DAM 2+"-3" | | | 1760 62501 352.000 LF | 157.93000 55591.36| 280.00000 98560.00| 48.00000 16896.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 1770 62535 2.000 EA | 9164.49000 18328.98| 8500.00000 17000.00| 30000.00000 60000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE LIFT SPAN EXPANSION | | | BEARINGS | | | 1780 62535 2.000 EA | 8664.49000 17328.98| 10200.00000 20400.00| 85000.00000 170000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE LIFT SPAN FIXED | | | BEARINGS | | | 1790 62536 LUMP| 403758.68000 403758.68| 657000.00000 657000.00| 500000.00000 500000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BALANCE BARS | | | 1800 62536 LUMP| 3300000.00000 3300000.00| 4384000.00000 4384000.00| 4825000.00000 4825000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BRIDGE ELECTRICAL | | | SYSTEM | | | 1810 62536 LUMP| 3000000.00000 3000000.00|10039907.00000 10039907.00| 5950000.00000 5950000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BRIDGE OPERATING | | | MACHINERY | | | 1820 62536 LUMP| 1250000.00000 1250000.00| 3591000.00000 3591000.00| 3000000.00000 3000000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE COUNTERWEIGHT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -12 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 62536 LUMP| 2400000.00000 2400000.00| 1328000.00000 1328000.00| 9000000.00000 9000000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE COUNTERWEIGHT SHEAVES & | | | BEARINGS | | | 1840 62536 LUMP| 363848.00000 363848.00| 480000.00000 480000.00| 400000.00000 400000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELECT. EQUIP. ROOM/ | | | OPERATORS ROOM | | | 1850 62536 LUMP| 2292390.31000 2292390.31| 1550000.00000 1550000.00| 1600000.00000 1600000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE FLOAT-IN OF LIFT SPAN | | | 1860 62536 LUMP| 84425.00000 84425.00| 510000.00000 510000.00| 800000.00000 800000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE MACHINERY HOUSES | | | 1870 62536 LUMP| 798787.75000 798787.75| 132000.00000 132000.00| 575000.00000 575000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE SPAN LOCK SYSTEM | | | 1880 62536 LUMP| 1848603.00000 1848603.00| 739000.00000 739000.00| 2800000.00000 2800000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE WIRE ROPES | | | 1890 64011 5876.000 CY | 44.51000 261540.76| 120.00000 705120.00| 80.00000 470080.00 STRUCTURE EXCAVATION | | | 1900 64036 496.000 LF | 17.64000 8749.44| 16.00000 7936.00| 20.00000 9920.00 PIPE UNDERDRAIN 6" | | | 1910 64101 6.000 EA | 1500.00000 9000.00| 1800.00000 10800.00| 5400.00000 32400.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 1920 64418 6488.000 LF | 63.26000 410430.88| 60.00000 389280.00| 105.00000 681240.00 PRESTR. CONCRETE PILES 18" | | | 1930 64424 15618.000 LF | 116.72000 1822932.96| 90.00000 1405620.00| 103.00000 1608654.00 PRESTR.CONCRETE PILES 24" | | | 1940 64828 294.000 LF | 181.89000 53475.66| 250.00000 73500.00| 154.00000 45276.00 DRIVING TEST FOR 18" PRESTR. CONC. PILE | | | 1950 64868 562.000 LF | 221.11000 124263.82| 290.00000 162980.00| 177.00000 99474.00 DRIVING TEST FOR 24" PRESTR. CONC. PILE | | | 1960 65013 6750.000 CY | 1312.78000 8861265.00| 890.00000 6007500.00| 800.00000 5400000.00 CONCRETE CLASS A3 | | | 1970 65095 1730.000 CY | 1608.56000 2782808.80| 810.00000 1401300.00| 1000.00000 1730000.00 NS CONCRETE CONCRETE CLASS A5 (8000 PSI | | | 1980 65200 980010.000 LB | 0.71000 695807.10| 0.90000 882009.00| 0.80000 784008.00 REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -13 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1990 65205 518160.000 LB | 1.21000 626973.60| 1.10000 569976.00| 1.05000 544068.00 EPOXY COATED REINF. STEEL | | | 2000 65720 580.000 LF | 75.00000 43500.00| 150.00000 87000.00| 230.00000 133400.00 NS PARAPET PARAPET CONCRETE | | | (LIGHTWEIGHT) | | | 2010 66239 570.000 TON | 152.94000 87175.80| 75.00000 42750.00| 75.00000 42750.00 DRY RIPRAP CL.II 38" | | | 2030 66810 395.000 SY | 42.31000 16712.45| 7.00000 2765.00| 20.00000 7900.00 DAMPPROOFING | | | 2040 66920 10998.000 CY | 30.69000 337528.62| 54.00000 593892.00| 28.00000 307944.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE MAN. & DISP. OF CONT. | | | DREDGE SPOILS | | | 2050 66921 1468.000 LF | 4080.63000 5990364.84| 7500.00000 11010000.00| 8000.00000 11744000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE DRILLED SHAFTS (12'DIAW/ | | | STEEL CASING) | | | 2060 66921 4054.000 LF | 939.23000 3807638.42| 1800.00000 7297200.00| 1025.00000 4155350.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE DRILLED SHAFTS (5' DIA W/ | | | STEEL CASING) | | | 2070 66921 84.000 LF | 3389.56000 284723.04| 4000.00000 336000.00| 2500.00000 210000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TECH. SHAFTS W/ O-CELLLOAD | | | TEST | | | 2080 66921 192.000 LF | 4881.13000 937176.96| 11000.00000 2112000.00| 3250.00000 624000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TECH.SHFT W/CONV REACTSYS. | | | LOAD TEST | | | 2090 66924 20.000 EA | 14528.77000 290575.40| 7000.00000 140000.00| 11500.00000 230000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PRESTR.BULB-T | | | 45"DEPTH(30+'-40') | | | 2094 66924 10.000 EA | 11117.56000 111175.60| 1000.00000 10000.00| 19000.00000 190000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE VIBRATION ISOLATION ( | | | 5' DIA. SHAFTS) | | | 2096 66924 8.000 EA | 14473.35000 115786.80| 1000.00000 8000.00| 25000.00000 200000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE VIBRATION ISOLATION | | | (12' DIA. SHAFTS) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -14 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2100 66927 LUMP| 100990.30000 100990.30| 170000.00000 170000.00| 250000.00000 250000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE MONITORING DRILLED | | | SHAFTS | | | 2110 67088 614.000 LF | 104.48000 64150.72| 140.00000 85960.00| 85.00000 52190.00 PED. FENCE 8' | | | 2120 67400 LUMP| 279468.32000 279468.32| 174000.00000 174000.00| 200000.00000 200000.00 DECK DRAINAGE SYSTEM | | | 2130 67900 LUMP| 3165585.15000 3165585.15| 3650000.00000 3650000.00| 5000000.00000 5000000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 1809 | | | 2134 67903 1229.000 TON | 65.00000 79885.00| 61.00000 74969.00| 60.00000 73740.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS EROSION CONTROL | | | RIPRAP D=2.2' | | | 2136 67903 383.000 TON | 65.00000 24895.00| 71.00000 27193.00| 60.00000 22980.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS EROSION CONTROL | | | RIPRAP D=4.2' | | | 2140 67904 LUMP| 95904.11000 95904.11| 73600.00000 73600.00| 300000.00000 300000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS BALANCING | | | 2150 67904 LUMP| 90000.00000 90000.00| 278000.00000 278000.00| 350000.00000 350000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS BRIDGE COMMUNICATION & | | | SECURITY SYSTEMS | | | 2160 67904 LUMP| 1200000.00000 1200000.00| 623000.00000 623000.00| 685000.00000 685000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS BRIDGE ELECTRICAL | | | SERVICE | | | 2180 67904 LUMP| 571700.02000 571700.02| 856000.00000 856000.00| 900000.00000 900000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS MAINTENANCE LIFTS | | | 2190 67904 LUMP| 367888.43000 367888.43| 98000.00000 98000.00| 250000.00000 250000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS MONITORING OF EXISTING | | | STRUCTURES | | | 2200 67904 LUMP| 99515.13000 99515.13| 117000.00000 117000.00| 150000.00000 150000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS N.S.R.R. TEMPORARY | | | OPERATOR'S HOUSE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -15 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2210 67904 LUMP| 263359.72000 263359.72| 186000.00000 186000.00| 150000.00000 150000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS PROTECTION OF MARINE | | | NAVIGATION | | | 2220 67904 LUMP| 265000.00000 265000.00| 334000.00000 334000.00| 320000.00000 320000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS ROADWAY LIGHTING | | | 2230 67904 LUMP| 3962366.00000 3962366.00| 4000000.00000 4000000.00| 3650000.00000 3650000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS SHEET PILE DOLPHINS 35' | | | DIA. | | | 2240 67904 LUMP| 1472210.00000 1472210.00| 1500000.00000 1500000.00| 1300000.00000 1300000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS SHEET PILE DOLPHINS 40' | | | DIA. | | | 2250 67904 LUMP| 3532156.00000 3532156.00| 3000000.00000 3000000.00| 3100000.00000 3100000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS SHEET PILE DOLPHINS 45' | | | DIA. | | | 2260 67904 LUMP| 6725474.00000 6725474.00| 4000000.00000 4000000.00| 7000000.00000 7000000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS STEEL FENDER SYSTEM | | | 2270 67904 LUMP| 2280433.98000 2280433.98| 8547000.00000 8547000.00| 8250000.00000 8250000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. CONSTRUCTION | | | TRESTLES | | | 2280 67904 LUMP| 325000.00000 325000.00| 473000.00000 473000.00| 275000.00000 275000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TRAFFIC CONTROL | | | DEVICES | | | 2290 67904 LUMP| 2500.00000 2500.00| 56400.00000 56400.00| 150000.00000 150000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TRAINING AND MANUALS | | | 2300 67904 LUMP| 50000.00000 50000.00| 513000.00000 513000.00| 470000.00000 470000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER & SANITARY | | | FACILITIES | | | 2310 68476 LUMP| 1.00000 1.00| 10000.00000 10000.00| 30000.00000 30000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1809 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B22 -16 TABULATION OF BIDS CALL ORDER : B22 CONTRACT ID : C00001904C01 COUNTIES : CHESAPEAKE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) P433 |( 2 ) T009 |( 3 ) JV007 |PCL CIVIL CONSTRUCTORS, INC |SKANSKA USA CIVIL SOUTHEAST |CIANBRO/WEEKS, A JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2320 68492 LUMP| 428208.10000 428208.10| 108000.00000 108000.00| 12000.00000 12000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1809, TYPE B | | | 2330 68764 257.000 LF | 57.00000 14649.00| 68.00000 17476.00| 110.00000 28270.00 BARR.SER.CONC.SINGLE FACE PAR. | | | (NCHRP350) | | | 2340 69627 12056.000 TON | 82.62000 996066.72| 50.00000 602800.00| 57.00000 687192.00 DRY RIPRAP CL. I | | | 2360 70000 LUMP| 11858.48000 11858.48| 5500.00000 5500.00| 20000.00000 20000.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D-1 (1 | | | STORY FRAME) | | | SECTION TOTALS | $133,836,999.70| $141,993,921.40| $157,873,502.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $133,836,999.70| $141,993,921.40| $157,873,502.32 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B84 -1 TABULATION OF BIDS CALL ORDER : B84 CONTRACT ID : CM009PM8X89918B COUNTIES : FREDERICK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 CONTRACT TIME : PROJECT(S) : (NFO)0037-034-738,N501 FED # NHS-PM08(230) (NFO)0037-034-737, N502 FED # STP-PM08(234) CONTRACT DESCRIPTION: 2009 PLANT MIX FREDERICK COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P014 STUART M. PERRY, INCORPORATED $ 1,756,639.78 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,830,563.45 104.2082% ==================================================================================================================================== |( 1 ) P014 |( 2 ) W048 |( ) |STUART M. PERRY, INCORPORAT |W-L CONSTRUCTION & PAVING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16130 35470.000 SY | 4.00000 141880.00| 3.30000 117051.00| EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0020 16355 18824.000 TON | 69.01000 1299044.24| 78.47000 1477119.28| ASPHALT CONCRETE TY. SM-12.5D | | | 0030 16388 81728.000 SY | 1.55000 126678.40| 1.05000 85814.40| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0040 16389 83102.000 SY | 1.55000 128808.10| 1.20000 99722.40| FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0050 54042 164.000 LF | 5.25000 861.00| 6.75000 1107.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54049 108697.000 LF | 0.47000 51087.59| 0.41000 44565.77| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0070 54051 2557.000 LF | 0.85000 2173.45| 0.80000 2045.60| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0080 54105 1900.000 LF | 1.83000 3477.00| 0.66000 1254.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : B84 -2 TABULATION OF BIDS CALL ORDER : B84 CONTRACT ID : CM009PM8X89918B COUNTIES : FREDERICK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P014 |( 2 ) W048 |( ) |STUART M. PERRY, INCORPORAT |W-L CONSTRUCTION & PAVING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54300 22.000 EA | 85.00000 1870.00| 68.00000 1496.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0100 54310 4.000 EA | 190.00000 760.00| 97.00000 388.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | SECTION TOTALS | $ 1,756,639.78| $ 1,830,563.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,756,639.78| $ 1,830,563.45| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C39 -1 TABULATION OF BIDS CALL ORDER : C39 CONTRACT ID : C00008342M01 COUNTIES : NORTHAMPTON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 05/28/10 COMPLETION DATE PROJECT(S) : (NFO)0636-065-158, M501 FED # STP-065-5(022) (NFO)0636-065-158, M501 FED # STP-065-5(022) CONTRACT DESCRIPTION: GRADE,DRAIN,PAVE. FROM: 0.23 MI. EAST OF INT. ROUTE 13 TO: 0.45 MI. WEST OF INT. ROUTE 600 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W488 E. V. WILLIAMS, INC. $ 692,522.20 100.0000% 2 B850 BRANSCOME, INC. $ 960,119.87 138.6410% 3 P218 PRECON CONSTRUCTION COMPANY $ 1,218,570.00 175.9611% ==================================================================================================================================== |( 1 ) W488 |( 2 ) B850 |( 3 ) P218 |E. V. WILLIAMS, INC. |BRANSCOME, INC. |PRECON CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 35000.00000 35000.00| 65706.63000 65706.63| 50000.00000 50000.00 MOBILIZATION | | | 0020 00125 LUMP| 100000.00000 100000.00| 82744.00000 82744.00| 85000.00000 85000.00 GRADING | | | 0030 00305 2975.000 CY | 13.00000 38675.00| 27.27000 81128.25| 40.00000 119000.00 NS SELECT MATERIAL SELECT MATERIAL TY | | | II MIN CBR-15 | | | 0040 00525 3.000 CY | 1100.00000 3300.00| 1405.93000 4217.79| 500.00000 1500.00 CONCRETE CLASS A3 MISC. | | | 0050 00529 2.000 CY | 300.00000 600.00| 575.05000 1150.10| 500.00000 1000.00 FLOWABLE BACKFILL | | | 0060 01150 880.000 LF | 39.00000 34320.00| 44.25000 38940.00| 90.00000 79200.00 15" PIPE | | | 0070 01180 448.000 LF | 43.75000 19600.00| 49.81000 22314.88| 100.00000 44800.00 18" PIPE | | | 0080 09150 14.000 TON | 46.00000 644.00| 411.34000 5758.76| 275.00000 3850.00 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C39 -2 TABULATION OF BIDS CALL ORDER : C39 CONTRACT ID : C00008342M01 COUNTIES : NORTHAMPTON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) B850 |( 3 ) P218 |E. V. WILLIAMS, INC. |BRANSCOME, INC. |PRECON CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10011 215.000 TON | 225.00000 48375.00| 171.87000 36952.05| 275.00000 59125.00 HYDRAULIC CEMENT | | | 0100 10027 12704.000 SY | 4.05000 51451.20| 6.17000 78383.68| 12.50000 158800.00 NS MANIPULATION MANIPULATION ROADWAY | | | RECLAMATION 8" DEPTH | | | 0110 10610 2109.000 TON | 71.50000 150793.50| 95.42000 201240.78| 105.00000 221445.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0120 24160 520.000 SF | 15.50000 8060.00| 21.51000 11185.20| 10.00000 5200.00 CONSTRUCTION SIGNS | | | 0130 24260 501.000 TON | 95.00000 47595.00| 83.84000 42003.84| 45.00000 22545.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0140 24278 36000.000 DAY | 0.30000 10800.00| 0.52000 18720.00| 0.75000 27000.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24282 4500.000 HR | 13.50000 60750.00| 16.57000 74565.00| 20.00000 90000.00 FLAGGER SERVICE | | | 0160 25507 6.000 MO | 1200.00000 7200.00| 5060.02000 30360.12| 1500.00000 9000.00 FIELD OFFICE TY.III | | | 0170 27012 3.000 ACRE| 3000.00000 9000.00| 8812.96000 26438.88| 12500.00000 37500.00 TOPSOIL CLASS A 2" | | | 0180 27102 662.000 LB | 18.00000 11916.00| 35.10000 23236.20| 25.00000 16550.00 REGULAR SEED | | | 0190 27103 369.000 LB | 12.50000 4612.50| 19.98000 7372.62| 25.00000 9225.00 OVERSEEDING | | | 0200 27215 2.000 TON | 1400.00000 2800.00| 1944.00000 3888.00| 2750.00000 5500.00 FERTILIZER(15-30-15) | | | 0210 27250 11.000 TON | 365.00000 4015.00| 405.00000 4455.00| 550.00000 6050.00 LIME | | | 0220 27288 12.000 ACRE| 365.00000 4380.00| 2586.60000 31039.20| 550.00000 6600.00 EROSION CONTROL MULCH | | | 0230 27321 2774.000 SY | 1.50000 4161.00| 2.00000 5548.00| 5.00000 13870.00 PROTECTIVE COVERING EC-2 | | | 0240 27410 8.000 EA | 165.00000 1320.00| 460.00000 3680.00| 500.00000 4000.00 CHECK DAM, ROCK TY. I | | | 0250 27415 36.000 EA | 165.00000 5940.00| 230.00000 8280.00| 500.00000 18000.00 CHECK DAM(ROCK) TY. II | | | 0260 27430 916.000 CY | 7.00000 6412.00| 14.81000 13565.96| 45.00000 41220.00 SILTATION CONTROL EXCAVATION | | | 0270 27506 1056.000 LF | 2.00000 2112.00| 5.13000 5417.28| 2.50000 2640.00 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C39 -3 TABULATION OF BIDS CALL ORDER : C39 CONTRACT ID : C00008342M01 COUNTIES : NORTHAMPTON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) B850 |( 3 ) P218 |E. V. WILLIAMS, INC. |BRANSCOME, INC. |PRECON CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27545 696.000 CY | 3.50000 2436.00| 14.62000 10175.52| 40.00000 27840.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0290 27580 487.000 CY | 3.50000 1704.50| 13.93000 6783.91| 40.00000 19480.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0300 50108 110.000 SF | 19.00000 2090.00| 19.71000 2168.10| 45.00000 4950.00 SIGN PANEL | | | 0310 50204 212.000 LF | 16.50000 3498.00| 17.01000 3606.12| 25.00000 5300.00 SIGN POST WOOD 4" X 4" | | | 0320 50206 40.000 LF | 21.00000 840.00| 21.60000 864.00| 25.00000 1000.00 SIGN POST WOOD 6" X 6" | | | 0330 54032 18600.000 LF | 0.40000 7440.00| 0.38000 7068.00| 0.55000 10230.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0340 54042 50.000 LF | 3.15000 157.50| 3.24000 162.00| 4.00000 200.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0350 54404 2.000 EA | 260.00000 520.00| 270.00000 540.00| 475.00000 950.00 PAVE. MESSAGE MARK. R/R CROSSING | | | 0360 70000 LUMP| 1.00000 1.00| 115.00000 115.00| 2500.00000 2500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 003 D701 | | | 0370 70000 LUMP| 1.00000 1.00| 115.00000 115.00| 2500.00000 2500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 035 D700 | | | 0380 70000 LUMP| 1.00000 1.00| 115.00000 115.00| 2500.00000 2500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 025 D702 | | | 0390 70000 LUMP| 1.00000 1.00| 115.00000 115.00| 2500.00000 2500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | NO. 030 D704 | | | SECTION TOTALS | $ 692,522.20| $ 960,119.87| $ 1,218,570.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 692,522.20| $ 960,119.87| $ 1,218,570.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C41 -1 TABULATION OF BIDS CALL ORDER : C41 CONTRACT ID : C0002239C01 COUNTIES : KING & QUEEN LETTING DATE : 08/26/09 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/30/10 COMPLETION DATE PROJECT(S) : 0633-049-120, B606 FED # BRSTP-049-6(118) 0633-049-120, C501 FED # BRSTP-049-6(118) CONTRACT DESCRIPTION: BRIDGE AND APPR. OVER GARNETT'S CREEK BETW. RTES. 620 & 632 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 917,259.20 100.0000% 2 B303 BRYANT CONTRACTING, INC. $ 1,074,855.05 117.1812% 3 N165 GEORGE NICE & SONS, INC. $ 1,157,072.45 126.1445% 4 C097 CORMAN CONSTRUCTION, INC. $ 1,175,125.30 128.1127% 5 C333 CURTIS CONTRACTING, INC. $ 1,230,333.62 134.1315% 6 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,439,344.30 156.9179% 7 W613 WUNNA CONTRACTING CORPORATION $ 1,598,916.50 174.3146% ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL BID ITEMS | | | 0010 00100 LUMP| 72000.00000 72000.00| 71390.00000 71390.00| 85915.00000 85915.00 MOBILIZATION | | | 0020 00101 LUMP| 14000.00000 14000.00| 6600.00000 6600.00| 7755.00000 7755.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 26000.00000 26000.00| 19250.00000 19250.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0040 00120 1164.000 CY | 15.00000 17460.00| 28.00000 32592.00| 19.05000 22174.20 REGULAR EXCAVATION | | | 0050 00140 1395.000 CY | 14.00000 19530.00| 35.00000 48825.00| 13.00000 18135.00 BORROW EXCAVATION | | | 0060 00155 8882.000 SY | 2.90000 25757.80| 0.50000 4441.00| 1.25000 11102.50 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C41 -2 TABULATION OF BIDS CALL ORDER : C41 CONTRACT ID : C0002239C01 COUNTIES : KING & QUEEN LETTING DATE : 08/26/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 09250 2.000 EA | 510.00000 1020.00| 500.00000 1000.00| 1330.00000 2660.00 SLOPE DRAIN | | | 0080 10128 4529.000 TON | 22.00000 99638.00| 22.00000 99638.00| 19.45000 88089.05 AGGR. BASE MATL. TY. I NO. 21B | | | 0090 10250 99.000 TON | 31.00000 3069.00| 100.00000 9900.00| 27.60000 2732.40 NS AGGR. MATERIAL AGGR. MATERIAL #3 | | | STONE | | | 0100 10630 394.000 SY | 20.00000 7880.00| 23.30000 9180.20| 11.45000 4511.30 FLEXIBLE PAVEMENT PLANING | | | 0110 10635 73.000 TON | 178.00000 12994.00| 130.00000 9490.00| 130.55000 9530.15 ASPHALT CONCRETE TY. SM-9.5A | | | 0120 10642 146.000 TON | 115.00000 16790.00| 90.00000 13140.00| 95.55000 13950.30 ASPHALT CONCRETE TY. BM-25.0A | | | 0130 13320 345.000 LF | 20.00000 6900.00| 20.90000 7210.50| 17.60000 6072.00 GUARDRAIL GR-2 | | | 0140 13345 4.000 EA | 2550.00000 10200.00| 2530.00000 10120.00| 2505.00000 10020.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0150 13383 4.000 EA | 2270.00000 9080.00| 1980.00000 7920.00| 2225.00000 8900.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0160 24152 4.000 EA | 350.00000 1400.00| 350.00000 1400.00| 660.00000 2640.00 TYPE III BARRICADE 8' | | | 0170 24160 488.000 SF | 18.00000 8784.00| 17.00000 8296.00| 30.55000 14908.40 CONSTRUCTION SIGNS | | | 0180 24278 5840.000 DAY | 0.50000 2920.00| 1.00000 5840.00| 0.30000 1752.00 GROUP 2 CHANNELIZING DEVICES | | | 0190 24430 671.000 SY | 3.20000 2147.20| 11.00000 7381.00| 7.05000 4730.55 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0200 25506 12.000 MO | 1200.00000 14400.00| 1200.00000 14400.00| 1515.00000 18180.00 FIELD OFFICE TY.II | | | 0210 26119 676.000 TON | 39.00000 26364.00| 51.50000 34814.00| 57.75000 39039.00 DRY RIPRAP CL.I 18" | | | 0220 27102 141.000 LB | 20.00000 2820.00| 20.00000 2820.00| 20.95000 2953.95 REGULAR SEED | | | 0230 27103 88.000 LB | 11.00000 968.00| 20.00000 1760.00| 6.80000 598.40 OVERSEEDING | | | 0240 27215 1.000 TON | 715.00000 715.00| 800.00000 800.00| 1185.00000 1185.00 FERTILIZER(15-30-15) | | | 0250 27250 3.000 TON | 505.00000 1515.00| 200.00000 600.00| 175.00000 525.00 LIME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C41 -3 TABULATION OF BIDS CALL ORDER : C41 CONTRACT ID : C0002239C01 COUNTIES : KING & QUEEN LETTING DATE : 08/26/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 27410 2.000 EA | 211.00000 422.00| 500.00000 1000.00| 2270.00000 4540.00 CHECK DAM, ROCK TY. I | | | 0270 27422 2.000 EA | 390.00000 780.00| 500.00000 1000.00| 455.00000 910.00 DEWATERING BASIN | | | 0280 27430 305.000 CY | 8.50000 2592.50| 1.00000 305.00| 2.40000 732.00 SILTATION CONTROL EXCAVATION | | | 0290 27505 175.000 LF | 3.80000 665.00| 4.65000 813.75| 3.60000 630.00 TEMP. SILT FENCE | | | 0300 27506 1616.000 LF | 3.70000 5979.20| 4.65000 7514.40| 2.70000 4363.20 TEMP. FILTER BARRIER | | | 0310 54075 850.000 LF | 4.20000 3570.00| 3.15000 2677.50| 5.25000 4462.50 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0320 60404 138.000 CY | 1020.00000 140760.00| 1120.00000 154560.00| 1827.90000 252250.20 CONCRETE CLASS A4 | | | 0330 60490 230.000 SY | 11.00000 2530.00| 10.00000 2300.00| 12.10000 2783.00 BRIDGE DECK GROOVING | | | 0340 61705 31240.000 LB | 1.24000 38737.60| 1.00000 31240.00| 1.00000 31240.00 EPOXY COATED REINF. STEEL | | | * | | | 0350 62030 148.000 LF | 230.00000 34040.00| 225.00000 33300.00| 318.75000 47175.00 RAILING,KANSAS CORRAL 27" W/CURB | | | 0360 64005 774.000 TON | 26.00000 20124.00| 39.40000 30495.60| 19.70000 15247.80 SELECT MATL. TY. I MIN. CBR-30 | | | 0370 64011 533.000 CY | 27.00000 14391.00| 21.50000 11459.50| 12.85000 6849.05 STRUCTURE EXCAVATION | | | 0380 64101 3.000 EA | 4200.00000 12600.00| 2750.00000 8250.00| 3230.00000 9690.00 DYNAMIC PILE TEST (FRICTION PILES) | | | 0390 64414 990.000 LF | 44.00000 43560.00| 38.20000 37818.00| 72.35000 71626.50 PRESTR. CONCRETE PILES 14" | | | 0400 64420 390.000 LF | 101.00000 39390.00| 81.80000 31902.00| 166.65000 64993.50 PRESTR. CONCRETE PILES 20" | | | 0410 64818 110.000 LF | 90.00000 9900.00| 56.20000 6182.00| 429.80000 47278.00 DRIVING TEST FOR 14" PRESTR. CONC. PILE | | | 0420 64848 88.000 LF | 125.00000 11000.00| 96.20000 8465.60| 364.00000 32032.00 DRIVING TEST FOR 20" PRESTR. CONC.PILE | | | 0430 65013 87.000 CY | 805.00000 70035.00| 915.00000 79605.00| 755.00000 65685.00 CONCRETE CLASS A3 | | | 0440 65200 4530.000 LB | 1.12000 5073.60| 1.20000 5436.00| 0.95000 4303.50 REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C41 -4 TABULATION OF BIDS CALL ORDER : C41 CONTRACT ID : C0002239C01 COUNTIES : KING & QUEEN LETTING DATE : 08/26/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) N165 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |GEORGE NICE & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 65205 1510.000 LB | 1.23000 1857.30| 1.30000 1963.00| 1.00000 1510.00 EPOXY COATED REINF. STEEL | | | 0460 66120 2.000 EA | 5600.00000 11200.00| 22400.00000 44800.00| 28635.00000 57270.00 COFFERDAM | | | 0470 66127 140.000 TON | 55.00000 7700.00| 89.00000 12460.00| 66.55000 9317.00 DRY RIPRAP CL.I 26" | | | 0480 67900 LUMP| 36000.00000 36000.00| 132500.00000 132500.00| 33125.00000 33125.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6025 | | | SECTION TOTALS | $ 917,259.20| $ 1,074,855.05| $ 1,157,072.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 917,259.20| $ 1,074,855.05| $ 1,157,072.45 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C42 -1 TABULATION OF BIDS CALL ORDER : C42 CONTRACT ID : C00018604B37 COUNTIES : SCOTT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/14/10 COMPLETION DATE PROJECT(S) : 0714-084-270,B637 FED # BROS-084-1(152) 0714-084-270,C501 FED # BROS-084-1(152) CONTRACT DESCRIPTION: BRIDGE OVER POSSUM CREEK AND APPROACHES INT. RTE. 640 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P316 PATRICK CONSTRUCTION, INC. $ 470,538.00 100.0000% 2 E054 ESTES BROS. CONST., INC. $ 547,476.88 116.3513% 3 E155 ELK KNOB, INC. $ 600,154.19 127.5464% 4 S117 SUMMERS-TAYLOR, INC. $ 607,412.80 129.0890% 5 T046 THOMAS CONSTRUCTION COMPANY, INC. $ 609,058.00 129.4386% 6 D172 DLB, INC. $ 640,623.00 136.1469% 7 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 786,277.00 167.1017% 8 D592 DANE CONSTRUCTION. INC. $ 796,052.50 169.1792% ==================================================================================================================================== |( 1 ) P316 |( 2 ) E054 |( 3 ) E155 |PATRICK CONSTRUCTION, INC. |ESTES BROS. CONST., INC. |ELK KNOB, 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| 35000.00000 35000.00| 31250.00000 31250.00| 42550.00000 42550.00 MOBILIZATION | | | 0020 00101 LUMP| 4200.00000 4200.00| 5000.00000 5000.00| 3432.00000 3432.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 4000.00000 4000.00| 2500.00000 2500.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0040 00120 151.000 CY | 10.00000 1510.00| 17.00000 2567.00| 15.00000 2265.00 REGULAR EXCAVATION | | | 0050 00140 344.000 CY | 12.00000 4128.00| 20.00000 6880.00| 35.00000 12040.00 BORROW EXCAVATION | | | 0060 00270 680.000 TON | 18.75000 12750.00| 17.90000 12172.00| 22.00000 14960.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C42 -2 TABULATION OF BIDS CALL ORDER : C42 CONTRACT ID : C00018604B37 COUNTIES : SCOTT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) E054 |( 3 ) E155 |PATRICK CONSTRUCTION, INC. |ESTES BROS. CONST., INC. |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 09250 2.000 EA | 350.00000 700.00| 275.00000 550.00| 750.00000 1500.00 SLOPE DRAIN | | | 0080 10128 335.000 TON | 19.00000 6365.00| 31.00000 10385.00| 22.00000 7370.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0090 10598 63.000 TON | 200.00000 12600.00| 300.00000 18900.00| 217.80000 13721.40 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-19.0A | | | 0100 13320 25.000 LF | 21.00000 525.00| 22.00000 550.00| 18.70000 467.50 GUARDRAIL GR-2 | | | 0110 13331 68.000 LF | 22.50000 1530.00| 23.65000 1608.20| 19.80000 1346.40 RAD. GUARDRAIL GR-2 | | | 0120 13345 4.000 EA | 2200.00000 8800.00| 2310.00000 9240.00| 2585.00000 10340.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0130 13383 4.000 EA | 1600.00000 6400.00| 1650.00000 6600.00| 2343.00000 9372.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 24100 500.000 HR | 5.00000 2500.00| 0.25000 125.00| 1.00000 500.00 ALLAYING DUST | | | 0150 24160 292.000 SF | 16.00000 4672.00| 16.20000 4730.40| 16.00000 4672.00 CONSTRUCTION SIGNS | | | 0160 24260 200.000 TON | 18.75000 3750.00| 17.50000 3500.00| 20.00000 4000.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0170 24278 6000.000 DAY | 0.90000 5400.00| 0.35000 2100.00| 1.00000 6000.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 300.000 HR | 9.50000 2850.00| 12.00000 3600.00| 13.00000 3900.00 FLAGGER SERVICE | | | 0190 24287 500.000 DAY | 1.00000 500.00| 0.30000 150.00| 1.00000 500.00 WARNING LIGHT TY. A | | | 0200 24293 90.000 LF | 18.00000 1620.00| 23.90000 2151.00| 30.00000 2700.00 NS TRAFFIC BARRIER SERVICE TRAFFIC BARR | | | SERVICE CONC. SINGLE FACE PAR. | | | 0210 24297 100.000 LF | 20.00000 2000.00| 20.00000 2000.00| 20.00000 2000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0220 27415 3.000 EA | 175.00000 525.00| 115.00000 345.00| 350.00000 1050.00 CHECK DAM(ROCK) TY. II | | | 0230 27430 93.000 CY | 1.00000 93.00| 0.25000 23.25| 0.50000 46.50 SILTATION CONTROL EXCAVATION | | | 0240 27505 542.000 LF | 7.00000 3794.00| 2.43000 1317.06| 2.50000 1355.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C42 -3 TABULATION OF BIDS CALL ORDER : C42 CONTRACT ID : C00018604B37 COUNTIES : SCOTT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) E054 |( 3 ) E155 |PATRICK CONSTRUCTION, INC. |ESTES BROS. CONST., INC. |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 60404 74.000 CY | 395.00000 29230.00| 787.83000 58299.42| 600.00000 44400.00 CONCRETE CLASS A4 | | | 0260 60490 246.000 SY | 12.00000 2952.00| 10.13000 2491.98| 10.59000 2605.14 BRIDGE DECK GROOVING | | | 0270 61705 10450.000 LB | 2.00000 20900.00| 1.68000 17556.00| 1.00000 10450.00 EPOXY COATED REINF. STEEL | | | * | | | 0280 61812 59700.000 LS | 165000.00000 165000.00| 158478.43000 158478.43| 156821.25000 156821.25 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0290 62033 170.000 LF | 85.00000 14450.00| 105.86000 17996.20| 110.00000 18700.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0300 62534 14.000 SY | 200.00000 2800.00| 38.50000 539.00| 200.00000 2800.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION | | | (10" THICKNESS) | | | 0310 64011 390.000 CY | 10.00000 3900.00| 13.00000 5070.00| 18.00000 7020.00 STRUCTURE EXCAVATION | | | 0320 64110 630.000 LF | 26.00000 16380.00| 53.81000 33900.30| 50.00000 31500.00 STEEL PILES 10" | | | 0330 64755 40.000 EA | 70.00000 2800.00| 90.00000 3600.00| 82.50000 3300.00 PILE POINT FOR 10" STEEL PILE | | | 0340 65013 136.000 CY | 375.00000 51000.00| 561.64000 76383.04| 500.00000 68000.00 CONCRETE CLASS A3 | | | 0350 65200 7640.000 LB | 0.85000 6494.00| 1.03000 7869.20| 1.00000 7640.00 REINF. STEEL | | | 0360 65205 4220.000 LB | 1.00000 4220.00| 1.07000 4515.40| 1.00000 4220.00 EPOXY COATED REINF. STEEL | | | 0370 66239 200.000 TON | 23.50000 4700.00| 40.74000 8148.00| 30.00000 6000.00 DRY RIPRAP CL.II 38" | | | 0380 67900 LUMP| 7000.00000 7000.00| 10380.00000 10380.00| 58000.00000 58000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6116 | | | 0390 67904 LUMP| 6500.00000 6500.00| 5016.00000 5016.00| 22000.00000 22000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0400 68476 LUMP| 5000.00000 5000.00| 5610.00000 5610.00| 5060.00000 5060.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6116 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C42 -4 TABULATION OF BIDS CALL ORDER : C42 CONTRACT ID : C00018604B37 COUNTIES : SCOTT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) P316 |( 2 ) E054 |( 3 ) E155 |PATRICK CONSTRUCTION, INC. |ESTES BROS. CONST., INC. |ELK KNOB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 68492 LUMP| 1000.00000 1000.00| 3380.00000 3380.00| 550.00000 550.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6116, TY. B | | | SECTION TOTALS | $ 470,538.00| $ 547,476.88| $ 600,154.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 470,538.00| $ 547,476.88| $ 600,154.19 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C49 -1 TABULATION OF BIDS CALL ORDER : C49 CONTRACT ID : C00089790N01 COUNTIES : YORK LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/15/10 COMPLETION DATE PROJECT(S) : 0064-099-573, N501 FED # IM-PM05(234) CONTRACT DESCRIPTION: MILL, PAVE, GUARDRAIL, AND PAVEMENT MARKINGS FROM: MP 31.35 TO: MP 35.26 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 2,275,467.70 100.0000% 2 B850 BRANSCOME, INC. $ 2,607,915.08 114.6101% ==================================================================================================================================== |( 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 13312 3.000 EA | 1990.00000 5970.00| 2268.60000 6805.80| GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0020 13315 12.000 EA | 664.00000 7968.00| 756.20000 9074.40| GUARDRAIL TERMINAL GR-11 | | | 0030 13320 10982.000 LF | 15.60000 171319.20| 16.20000 177908.40| GUARDRAIL GR-2 | | | 0040 13322 717.000 LF | 18.30000 13121.10| 18.90000 13551.30| GUARDRAIL GR-2 8' POST | | | 0050 13323 275.000 LF | 23.30000 6407.50| 24.85000 6833.75| GUARDRAIL GR-2A | | | 0060 13331 50.000 LF | 22.10000 1105.00| 18.36000 918.00| RAD. GUARDRAIL GR-2 | | | 0070 13345 9.000 EA | 2320.00000 20880.00| 2484.66000 22361.94| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13349 3.000 EA | 554.00000 1662.00| 324.09000 972.27| GUARDRAIL TERMINAL SITE PREPARATION | | | 0090 13355 125.000 LF | 22.10000 2762.50| 21.61000 2701.25| GUARDRAIL GR-10 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C49 -2 TABULATION OF BIDS CALL ORDER : C49 CONTRACT ID : C00089790N01 COUNTIES : YORK LETTING DATE : 08/26/09 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 13383 2.000 EA | 1770.00000 3540.00| 1890.50000 3781.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 13385 9.000 EA | 1220.00000 10980.00| 945.25000 8507.25| FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0120 13386 9.000 EA | 498.00000 4482.00| 621.16000 5590.44| FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0130 13392 1.000 EA | 1990.00000 1990.00| 2052.54000 2052.54| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13393 2.000 EA | 498.00000 996.00| 675.18000 1350.36| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0150 13401 3.000 EA | 1110.00000 3330.00| 1404.37000 4213.11| NS GUARDRAIL GUARDRAIL REUSE TERMINAL, | | | GR-7 OR 9 | | | 0160 16355 4414.000 TON | 71.40000 315159.60| 87.07000 384326.98| ASPHALT CONCRETE TY. SM-12.5D | | | 0170 16357 349.000 TON | 73.90000 25791.10| 87.07000 30387.43| ASPH. CON. TY. SM-12.5DSL(SPOT LEVEL) | | | 0180 16388 462714.000 SY | 0.75000 347035.50| 0.52000 240611.28| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0193 16403 8673.000 TON | 103.00000 893319.00| 127.68000 1107368.64| STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0200 24152 4.000 EA | 291.00000 1164.00| 493.23000 1972.92| TYPE III BARRICADE 8' | | | 0210 24160 174.000 SF | 10.00000 1740.00| 464.22000 80774.28| CONSTRUCTION SIGNS | | | 0220 24278 500.000 DAY | 8.50000 4250.00| 2.32000 1160.00| GROUP 2 CHANNELIZING DEVICES | | | 0230 24279 1000.000 HR | 11.10000 11100.00| 40.62000 40620.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0240 24504 17.000 EA | 166.00000 2822.00| 162.04000 2754.68| NS REMOVE EXISTING REMOVE EXISTING | | | GUARDRAIL TERMINALS | | | 0250 24601 16545.000 LF | 1.70000 28126.50| 2.70000 44671.50| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0260 24617 4150.000 LF | 3.30000 13695.00| 5.40000 22410.00| NS REUSE GUARDRAIL REUSE GUARDRAIL "W" | | | BEAM, DOUBLE NEST | | | 0270 24617 4067.000 LF | 11.10000 45143.70| 8.64000 35138.88| NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C49 -3 TABULATION OF BIDS CALL ORDER : C49 CONTRACT ID : C00089790N01 COUNTIES : YORK LETTING DATE : 08/26/09 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24617 300.000 LF | 14.40000 4320.00| 15.12000 4536.00| NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 8' POST | | | 0290 24640 8988.000 LF | 2.20000 19773.60| 4.35000 39097.80| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0300 54075 17400.000 LF | 2.20000 38280.00| 2.11000 36714.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0310 54076 57400.000 LF | 3.20000 183680.00| 3.12000 179088.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0320 54077 13300.000 LF | 4.30000 57190.00| 4.15000 55195.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0330 54105 9850.000 LF | 0.44000 4334.00| 0.43000 4235.50| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0340 54106 202.000 SF | 2.20000 444.40| 2.16000 436.32| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0350 54210 730.000 EA | 1.00000 730.00| 12.96000 9460.80| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0360 54217 730.000 EA | 26.60000 19418.00| 25.93000 18928.90| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0370 54300 12.000 EA | 83.00000 996.00| 81.02000 972.24| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0380 54310 2.000 EA | 221.00000 442.00| 216.06000 432.12| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | SECTION TOTALS | $ 2,275,467.70| $ 2,607,915.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,275,467.70| $ 2,607,915.08| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C50 -1 TABULATION OF BIDS CALL ORDER : C50 CONTRACT ID : C00089791N01 COUNTIES : NORFOLK VIRGINIA BEACH LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CHESAPEAKE CONTRACT TIME : 11/15/10 COMPLETION DATE PROJECT(S) : (NFO)0064-122-199, N501 FED # IM-PM05(235) CONTRACT DESCRIPTION: ASPHALT OVERLAY NORFOLK FEDERAL 2010 VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 3,145,123.58 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,487,059.70 110.8719% ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10701 91072.000 SY | 2.11000 192161.92| 1.85000 168483.20| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0020 13315 7.000 EA | 998.25000 6987.75| 1000.00000 7000.00| GUARDRAIL TERMINAL GR-11 | | | 0030 13320 15372.000 LF | 17.47000 268548.84| 20.00000 307440.00| GUARDRAIL GR-2 | | | 0040 13323 50.000 LF | 23.29000 1164.50| 30.00000 1500.00| GUARDRAIL GR-2A | | | 0050 13331 75.000 LF | 24.40000 1830.00| 25.00000 1875.00| RAD. GUARDRAIL GR-2 | | | 0060 13345 8.000 EA | 2717.46000 21739.68| 3000.00000 24000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13349 3.000 EA | 776.42000 2329.26| 1100.00000 3300.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0080 13355 438.000 LF | 27.45000 12023.10| 24.00000 10512.00| GUARDRAIL GR-10 | | | 0090 13383 4.000 EA | 2218.34000 8873.36| 2200.00000 8800.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C50 -2 TABULATION OF BIDS CALL ORDER : C50 CONTRACT ID : C00089791N01 COUNTIES : NORFOLK VIRGINIA BEACH LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CHESAPEAKE SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13384 1.000 EA | 554.58000 554.58| 900.00000 900.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0110 13385 5.000 EA | 2329.25000 11646.25| 1200.00000 6000.00| FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0120 13386 4.000 EA | 887.33000 3549.32| 600.00000 2400.00| FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0130 13392 7.000 EA | 2662.00000 18634.00| 2300.00000 16100.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13393 5.000 EA | 720.96000 3604.80| 1000.00000 5000.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0150 13400 700.000 LF | 19.97000 13979.00| 25.00000 17500.00| NS GUARDRAIL GUARDRAIL INSTALL GR-2 (8' | | | 0160 13400 13545.000 LF | 9.98000 135179.10| 6.00000 81270.00| NS GUARDRAIL GUARDRAIL REUSE "W" BEAM | | | (DOUBLE NEST) | | | 0170 13401 1.000 EA | 5218.64000 5218.64| 4000.00000 4000.00| NS GUARDRAIL GUARDRAIL BR. GR. 17D, TY. | | | 0180 13401 5.000 EA | 665.50000 3327.50| 1600.00000 8000.00| NS GUARDRAIL GUARDRAIL REUSE GR-7 OR | | | GR-9 | | | 0190 16242 103.000 TON | 88.73000 9139.19| 90.00000 9270.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0200 16335 2624.000 TON | 89.69000 235346.56| 105.00000 275520.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0210 16355 14832.000 TON | 75.25000 1116108.00| 82.00000 1216224.00| ASPHALT CONCRETE TY. SM-12.5D | | | 0220 16388 634680.000 SY | 0.52000 330033.60| 0.75000 476010.00| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0230 24152 6.000 EA | 443.67000 2662.02| 500.00000 3000.00| TYPE III BARRICADE 8' | | | 0240 24160 240.000 SF | 22.18000 5323.20| 22.00000 5280.00| CONSTRUCTION SIGNS | | | 0250 24272 100.000 HR | 61.00000 6100.00| 28.00000 2800.00| TRUCK MOUNTED ATTENUATOR | | | 0260 24278 1000.000 DAY | 1.11000 1110.00| 5.00000 5000.00| GROUP 2 CHANNELIZING DEVICES | | | 0270 24279 500.000 HR | 27.73000 13865.00| 8.00000 4000.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C50 -3 TABULATION OF BIDS CALL ORDER : C50 CONTRACT ID : C00089791N01 COUNTIES : NORFOLK VIRGINIA BEACH LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CHESAPEAKE SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24281 100.000 HR | 5.55000 555.00| 4.00000 400.00| ELECTRONIC ARROW | | | 0290 24504 12.000 EA | 110.92000 1331.04| 300.00000 3600.00| NS REMOVE EXISTING REMOVE EXISTING | | | TERMINAL | | | 0300 24601 17609.000 LF | 1.11000 19545.99| 3.50000 61631.50| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL *** | | | 0310 24617 1110.000 LF | 6.38000 7081.80| 12.00000 13320.00| NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0320 24640 5252.000 LF | 6.25000 32825.00| 12.00000 63024.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0330 54042 7470.000 LF | 3.88000 28983.60| 3.00000 22410.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0340 54075 32900.000 LF | 2.21000 72709.00| 2.50000 82250.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0350 54076 119200.000 LF | 3.32000 395744.00| 3.60000 429120.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0360 54077 6800.000 LF | 4.39000 29852.00| 4.00000 27200.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0370 54078 3450.000 LF | 6.63000 22873.50| 7.00000 24150.00| TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0380 54105 33500.000 LF | 0.50000 16750.00| 0.60000 20100.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0390 54106 4670.000 SF | 2.22000 10367.40| 1.80000 8406.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0400 54210 1944.000 EA | 11.09000 21558.96| 1.00000 1944.00| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0410 54217 1944.000 EA | 27.73000 53907.12| 30.00000 58320.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 3,145,123.58| $ 3,487,059.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,145,123.58| $ 3,487,059.70| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C52 -1 TABULATION OF BIDS CALL ORDER : C52 CONTRACT ID : C00088904N01 COUNTIES : HENRICO LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/05/10 COMPLETION DATE PROJECT(S) : (FO)0064-043-719,N501 FED # IM-064-3(461) CONTRACT DESCRIPTION: PAVEMENT REHABILITATION FROM: I-64 & PARHAM RD. INTERCHANGE TO: I-64 & I-95 INTERCHANGE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 35,149,880.00 100.0000% ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | 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| 1750000.00000 1750000.00| | MOBILIZATION | | | 0020 00595 7100.000 LF | 18.00000 127800.00| | OUTLET PIPE | | | 0030 00596 142.000 EA | 450.00000 63900.00| | ENDWALL EW-12 | | | 0040 00597 49200.000 LF | 16.50000 811800.00| | UNDERDRAIN UD-7 | | | 0050 09225 63.000 SY | 250.00000 15750.00| | PAVED FLUME PG-4 | | | 0060 10113 7578.000 TON | 23.50000 178083.00| | AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0070 10497 22850.000 LB | 3.00000 68550.00| | NS PAVEMENT PAVEMENT PAVE. CRACK | | | SEALANT (TYPE A) | | | 0080 10497 12340.000 LB | 3.25000 40105.00| | NS PAVEMENT PAVEMENT PAVE. CRACK | | | SEALANT (TYPE B) | | | 0090 10499 14116.000 SY | 225.00000 3176100.00| | NS PAVEMENT PAVEMENT PATCH.CEM.CONC. | | | PAVE. TYPE I (8") | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C52 -2 TABULATION OF BIDS CALL ORDER : C52 CONTRACT ID : C00088904N01 COUNTIES : HENRICO LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10632 27325.000 SY | 5.00000 136625.00| | RIGID PAVEMENT PLANING | | | 0110 11011 360.000 SY | 300.00000 108000.00| | ANCHOR SLAB TYPE I 8" DEPTH | | | 0120 11071 1960.000 LF | 18.00000 35280.00| | NS SAW-CUT HYDR.CEM.CONC.PAVE. SAW-CUT | | | HYD.CEM.CON.PAV (RIGID) (FULL DEPTH) | | | 0130 12020 200.000 LF | 30.00000 6000.00| | STD. CURB CG-2 | | | 0140 12030 1683.000 LF | 30.00000 50490.00| | STD. CURB CG-3 | | | 0150 12322 14600.000 LF | 12.00000 175200.00| | ASPHALT CONCRETE CURB TY. MC-3B | | | 0160 12505 250.000 TON | 200.00000 50000.00| | ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0170 13310 100.000 LF | 75.00000 7500.00| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0180 13315 68.000 EA | 550.00000 37400.00| | GUARDRAIL TERMINAL GR-11 | | | 0190 13320 60713.000 LF | 18.00000 1092834.00| | GUARDRAIL GR-2 | | | 0200 13322 50.000 LF | 30.00000 1500.00| | GUARDRAIL GR-2 8' POST | | | 0210 13323 1225.000 LF | 26.00000 31850.00| | GUARDRAIL GR-2A | | | 0220 13331 38.000 LF | 25.00000 950.00| | RAD. GUARDRAIL GR-2 | | | 0230 13345 40.000 EA | 2750.00000 110000.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0240 13351 10200.000 LF | 14.00000 142800.00| | GUARDRAIL GR-8 | | | 0250 13352 375.000 LF | 25.00000 9375.00| | GUARDRAIL GR-8A | | | 0260 13353 150.000 LF | 30.00000 4500.00| | GUARDRAIL GR-8B | | | 0270 13355 100.000 LF | 30.00000 3000.00| | GUARDRAIL GR-10 | | | 0280 13383 8.000 EA | 3000.00000 24000.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C52 -3 TABULATION OF BIDS CALL ORDER : C52 CONTRACT ID : C00088904N01 COUNTIES : HENRICO LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 13384 3.000 EA | 1000.00000 3000.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0300 13385 10.000 EA | 3000.00000 30000.00| | FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0310 13392 13.000 EA | 3000.00000 39000.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0320 13393 20.000 EA | 950.00000 19000.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0330 13400 1175.000 LF | 11.00000 12925.00| | NS GUARDRAIL GUARDRAIL DOUBLE NESTED | | | 0340 13401 6.000 EA | 3000.00000 18000.00| | NS GUARDRAIL GUARDRAIL BRGR-17 TYPE I | | | 0350 13401 7.000 EA | 2000.00000 14000.00| | NS GUARDRAIL GUARDRAIL BRGR-17 TYPE II | | | 0360 13401 138.000 EA | 25.00000 3450.00| | NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | 0370 13421 625.000 LF | 28.00000 17500.00| | MEDIAN BARRIER MB-3 | | | 0380 13601 3.000 EA | 7500.00000 22500.00| | BULL NOSE BARRIER | | | 0390 13710 2.000 EA | 10000.00000 20000.00| | NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | 14 MODULE | | | 0400 14411 11.000 EA | 1500.00000 16500.00| | PIPE TIE IN | | | 0410 15302 18295.000 SY | 225.00000 4116375.00| | PATCHING CEMENT CONC. PAVE., TYPE II | | | 0420 15305 24916.000 SY | 225.00000 5606100.00| | PATCHING CEMENT CONC. PAVE., TYPE IV-A | | | 0430 15350 25916.000 SY | 12.00000 310992.00| | GRINDING CONCRETE PAVEMENT | | | 0440 16130 24290.000 SY | 5.00000 121450.00| | EMUL. ASPHALT SLURRY SEAL TYPE C | | | 0450 16325 3718.000 TON | 375.00000 1394250.00| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | PATCH IM-19.0D | | | 0460 16325 8784.000 TON | 125.00000 1098000.00| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SHOULDERPATCH IM-19.0D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C52 -4 TABULATION OF BIDS CALL ORDER : C52 CONTRACT ID : C00088904N01 COUNTIES : HENRICO LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 16355 17636.000 TON | 89.00000 1569604.00| | ASPHALT CONCRETE TY. SM-12.5D | | | 0480 16370 22045.000 TON | 86.00000 1895870.00| | ASPHALT CONCRETE TY. IM-19.0D | | | 0490 16387 2250.000 LF | 6.00000 13500.00| | MACHINE SHOULDERS | | | 0500 16388 44056.000 SY | 1.50000 66084.00| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0510 16401 22265.000 TON | 118.00000 2627270.00| | STONE MATRIX ASPHALT SMA-9.5(76-22) | | | 0520 16405 29998.000 TON | 113.00000 3389774.00| | STONE MATRIX ASPHALT SMA-19.0(76-22) | | | 0530 24260 60.000 TON | 75.00000 4500.00| | CR. RUN AGGR. NO. 25 OR 26 | | | 0540 24265 LUMP| 1500000.00000 1500000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC DETOUR MANAGEMENT | | | 0550 24265 LUMP| 275000.00000 275000.00| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC WORK ZONE MANAGE. | | | 0560 24279 125000.000 HR | 0.50000 62500.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0570 24286 148.000 EA | 75.00000 11100.00| | FLEXIBLE POST DELINEATOR | | | 0580 24502 35.000 EA | 175.00000 6125.00| | NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINALS | | | 0590 24505 4.000 EA | 1000.00000 4000.00| | NS RELOCATE EXIST. RELOCATE EXIST. GR-7 | | | 0600 24505 10.000 EA | 1000.00000 10000.00| | NS RELOCATE EXIST. RELOCATE EXIST. GR-9 | | | 0610 24505 2.000 EA | 2500.00000 5000.00| | NS RELOCATE EXIST. RELOCATE EXIST. | | | IMPACT ATTENUATOR | | | 0620 24601 70188.000 LF | 3.50000 245658.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | 0630 24617 125.000 LF | 12.00000 1500.00| | NS REUSE GUARDRAIL REUSE GUARDRAIL GR_2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C52 -5 TABULATION OF BIDS CALL ORDER : C52 CONTRACT ID : C00088904N01 COUNTIES : HENRICO LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 24617 12263.000 LF | 12.00000 147156.00| | NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0650 24617 7275.000 LF | 14.00000 101850.00| | NS REUSE GUARDRAIL REUSE GUARDRAIL MB-3 | | | 0660 24617 475.000 LF | 6.00000 2850.00| | NS REUSE GUARDRAIL REUSE GUARDRAIL | | | W-BEAM | | | 0670 24640 4475.000 LF | 6.00000 26850.00| | NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0680 24703 12125.000 LF | 10.00000 121250.00| | NS REMOVE EXIST REMOVE EXIST. CONC. CUR | | | 0690 24703 4205.000 LF | 10.00000 42050.00| | NS REMOVE EXIST REMOVE EXIST. CURB & | | | GUTTER | | | 0700 25505 13.000 MO | 2500.00000 32500.00| | FIELD OFFICE TY.I | | | 0710 25561 4.000 DAY | 3000.00000 12000.00| | FORMAL PARTNERING | | | 0720 25565 LUMP| 17500.00000 17500.00| | PROGRESS SCHEDULE BASELINE | | | 0730 25567 13.000 EA | 2000.00000 26000.00| | PROGRESS SCHEDULE UPDATES | | | 0740 54034 52000.000 LF | 1.75000 91000.00| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0750 54042 50.000 LF | 50.00000 2500.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0760 54076 176000.000 LF | 4.75000 836000.00| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0770 54077 26000.000 LF | 6.00000 156000.00| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0780 54100 150000.000 LF | 2.25000 337500.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | ASPHALT PAVE. GROOVING 7" | | | 0790 54100 20000.000 LF | 3.25000 65000.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | ASPHALT PAVE. GROOVING 9" | | | 0800 54100 300000.000 LF | 0.20000 60000.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. (TY. F CL.I) 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C52 -6 TABULATION OF BIDS CALL ORDER : C52 CONTRACT ID : C00088904N01 COUNTIES : HENRICO LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) V160 |( ) |BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 54101 2.000 EA | 1500.00000 3000.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | LANE REDUCTION ARROW | | | 0820 54101 1.000 EA | 1500.00000 1500.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | MESSAGE "STOP AHEAD" | | | 0830 54101 2.000 EA | 200.00000 400.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | MESSAGE "MERGE" | | | 0840 54101 1.000 EA | 2500.00000 2500.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | MESSAGE "YIELD AHEAD" | | | 0850 54105 6500.000 LF | 2.50000 16250.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0860 54216 30.000 EA | 50.00000 1500.00| | REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0870 54217 3751.000 EA | 55.00000 206305.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0880 54218 30.000 EA | 150.00000 4500.00| | SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0890 54554 52000.000 LF | 0.50000 26000.00| | CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | SECTION TOTALS | $ 35,149,880.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 35,149,880.00| $ 3,487,059.70| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C64 -1 TABULATION OF BIDS CALL ORDER : C64 CONTRACT ID : C00089803N01 COUNTIES : SOUTHAMPTON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 12/15/09 COMPLETION DATE PROJECT(S) : (NFO)PVMT-087-711, N501 FED # NHS-PM05(239) CONTRACT DESCRIPTION: TRENCH WIDEN THE EXISTING 1' PAVED RIGHT SHOULDER TO 4' FROM: ROUTE 861 TO: WCL FRANKLIN SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R015 ROSE BROTHERS PAVING COMPANY, INC. $ 317,889.18 100.0000% 2 B850 BRANSCOME, INC. $ 334,799.95 105.3197% 3 S021 B. P. SHORT & SON PAVING CO., INC. $ 343,654.50 108.1051% 4 C333 CURTIS CONTRACTING, INC. $ 457,041.12 143.7737% ==================================================================================================================================== |( 1 ) R015 |( 2 ) B850 |( 3 ) S021 |ROSE BROTHERS PAVING COMPAN |BRANSCOME, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 15900.00000 15900.00| 17547.35000 17547.35| 16300.08000 16300.08 MOBILIZATION | | | 0020 16335 1010.000 TON | 64.00000 64640.00| 70.46000 71164.60| 67.95000 68629.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 11070 19642.000 LF | 0.02000 392.84| 0.54000 10606.68| 0.01000 196.42 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 2" DEPTH | | | 0040 16242 500.000 TON | 26.00000 13000.00| 42.65000 21325.00| 33.45000 16725.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0050 16395 3024.000 TON | 68.00000 205632.00| 64.28000 194382.72| 72.65000 219693.60 ASPH. CONC. TY. BM-25.0A (T) | | | 0060 27506 1000.000 LF | 3.20000 3200.00| 4.06000 4060.00| 3.45000 3450.00 TEMP. FILTER BARRIER | | | 0070 54034 19642.000 LF | 0.49000 9624.58| 0.40000 7856.80| 0.45000 8838.90 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0080 54105 19642.000 LF | 0.28000 5499.76| 0.40000 7856.80| 0.50000 9821.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | SECTION TOTALS | $ 317,889.18| $ 334,799.95| $ 343,654.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,889.18| $ 334,799.95| $ 343,654.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C72 -1 TABULATION OF BIDS CALL ORDER : C72 CONTRACT ID : C00057963N01 COUNTIES : PRINCE GEORGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 04/20/10 COMPLETION DATE PROJECT(S) : (NFO)0036-116-106, N501 FED # CM-5217(875) CONTRACT DESCRIPTION: SIGNAL COMPUTER SYSTEM ROUTE 36 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B969 B & B SIGNAL CO., L.L.C. $ 126,340.00 100.0000% 2 I088 IMOREX,INC.D/B/A BROOK HILL ELECTRICAL&TRAFFIC SIGNALS $ 137,318.08 108.6893% 3 M957 MIDASCO VA LLC (USE N VA BY: MIDASCO, LLC) $ 145,850.00 115.4425% 4 M969 MESSER CONTRACTING, L.L.C. $ 148,935.00 117.8843% 5 V085 VENTURE ELECTRIC COMPANY $ 164,845.00 130.4773% 6 D466 DAGAN ELECTRIC COMPANY $ 176,690.00 139.8528% ==================================================================================================================================== |( 1 ) B969 |( 2 ) I088 |( 3 ) M957 |B & B SIGNAL CO., L.L.C. |IMOREX,INC.D/B/A BROOK HILL |MIDASCO VA LLC (USE N VA: MIDAS 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| 2500.00000 2500.00| 5021.34000 5021.34| 14550.00000 14550.00 MOBILIZATION | | | 0020 24265 LUMP| 1250.00000 1250.00| 4480.00000 4480.00| 5200.00000 5200.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC *** | | | 0030 51005 1.000 EA | 5625.00000 5625.00| 5337.26000 5337.26| 5200.00000 5200.00 MASTER CONTROLLER | | | 0040 51030 3.000 EA | 10950.00000 32850.00| 11073.76000 33221.28| 11500.00000 34500.00 CONTROLLER | | | 0050 51540 5.000 EA | 215.00000 1075.00| 231.00000 1155.00| 220.00000 1100.00 LOOP DETECTOR AMPLIFIER | | | 0060 51615 600.000 LF | 1.10000 660.00| 1.84000 1104.00| 0.65000 390.00 14/1 ENCLOSED COND. CABLE | | | 0070 51700 200.000 LF | 1.60000 320.00| 1.95000 390.00| 0.85000 170.00 14/2 CONDUCTOR CABLE SHIELDED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C72 -2 TABULATION OF BIDS CALL ORDER : C72 CONTRACT ID : C00057963N01 COUNTIES : PRINCE GEORGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B969 |( 2 ) I088 |( 3 ) M957 |B & B SIGNAL CO., L.L.C. |IMOREX,INC.D/B/A BROOK HILL |MIDASCO VA LLC (USE N VA: MIDAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 51910 330.000 LF | 6.75000 2227.50| 11.45000 3778.50| 10.50000 3465.00 SAW CUT | | | 0090 52000 LUMP| 900.00000 900.00| 2229.59000 2229.59| 750.00000 750.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE & DISPOSE EXIST | | | SIGNAL EQUIPMENT | | | 0100 52000 LUMP| 1350.00000 1350.00| 1179.16000 1179.16| 150.00000 150.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE & SALVAGE EXIST | | | SIGNAL EQUIPMENT | | | 0110 52001 400.000 LF | 8.25000 3300.00| 5.88000 2352.00| 7.85000 3140.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 0120 52001 50.000 LF | 10.25000 512.50| 9.72000 486.00| 55.00000 2750.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 0130 52002 104.000 EA | 165.00000 17160.00| 164.98000 17157.92| 190.00000 19760.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 12" LED MODULE | | | 0140 52002 5.000 EA | 3750.00000 18750.00| 4955.97000 24779.85| 3825.00000 19125.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANSCEIVER | | | 0150 52002 4.000 EA | 3025.00000 12100.00| 2637.00000 10548.00| 2965.00000 11860.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 0160 52002 32.000 EA | 380.00000 12160.00| 380.63000 12180.16| 340.00000 10880.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY(S) | | | 0170 52002 4.000 EA | 2450.00000 9800.00| 2474.63000 9898.52| 2575.00000 10300.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 0180 52003 48.000 HR | 50.00000 2400.00| 35.00000 1680.00| 45.00000 2160.00 NS TRAFFIC ENGINEERING TRAFFIC | | | ENGINEERING UNIFORMED FLAGGERS | | | 0190 56030 50.000 LF | 14.50000 725.00| 2.02000 101.00| 2.00000 100.00 2" CONDUIT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C72 -3 TABULATION OF BIDS CALL ORDER : C72 CONTRACT ID : C00057963N01 COUNTIES : PRINCE GEORGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B969 |( 2 ) I088 |( 3 ) M957 |B & B SIGNAL CO., L.L.C. |IMOREX,INC.D/B/A BROOK HILL |MIDASCO VA LLC (USE N VA: MIDAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 56200 50.000 LF | 13.50000 675.00| 4.77000 238.50| 6.00000 300.00 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 126,340.00| $ 137,318.08| $ 145,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 126,340.00| $ 137,318.08| $ 145,850.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C76 -1 TABULATION OF BIDS CALL ORDER : C76 CONTRACT ID : C00016955N01 COUNTIES : DICKENSON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 05/31/10 COMPLETION DATE PROJECT(S) : 0656-025-P41,N501 FED # NONE CONTRACT DESCRIPTION: 1.49 MI. SPOT WID. INCL.; GRADE, DRAIN & ASP. S.T. PAVE. FROM: 3.78 MI. N. RTE. 63 TO: RTE. 657 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D557 C.L. DALE CONSTRUCTION SERVICES, LLC $ 323,970.86 100.0000% 2 M109 MAC CONST., INC. $ 369,298.40 113.9912% 3 P316 PATRICK CONSTRUCTION, INC. $ 507,824.95 156.7502% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 519,121.00 160.2369% 5 W048 W-L CONSTRUCTION & PAVING, INC. $ 538,343.05 166.1702% ==================================================================================================================================== |( 1 ) D557 |( 2 ) M109 |( 3 ) P316 |C.L. DALE CONSTRUCTION SERV |MAC CONST., INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 31500.00000 31500.00| 30450.00000 30450.00| 40000.00000 40000.00 MOBILIZATION | | | 0020 00125 LUMP| 86000.00000 86000.00| 95150.00000 95150.00| 128000.00000 128000.00 GRADING | | | 0030 01180 300.000 LF | 55.00000 16500.00| 50.00000 15000.00| 28.15000 8445.00 18" PIPE | | | 0040 01240 100.000 LF | 65.00000 6500.00| 80.00000 8000.00| 33.15000 3315.00 24" PIPE | | | 0050 01300 70.000 LF | 75.00000 5250.00| 120.00000 8400.00| 42.15000 2950.50 30" PIPE | | | 0060 09150 50.000 TON | 19.62000 981.00| 30.00000 1500.00| 22.65000 1132.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 10065 200.000 TON | 17.10000 3420.00| 16.50000 3300.00| 18.15000 3630.00 AGGR. MATL. NO. 1 | | | 0080 10128 3000.000 TON | 19.35000 58050.00| 20.00000 60000.00| 17.25000 51750.00 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C76 -2 TABULATION OF BIDS CALL ORDER : C76 CONTRACT ID : C00016955N01 COUNTIES : DICKENSON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) M109 |( 3 ) P316 |C.L. DALE CONSTRUCTION SERV |MAC CONST., INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10424 6080.000 SY | 4.69000 28515.20| 4.80000 29184.00| 4.64000 28211.20 BLOTTED SEAL COAT TY. D | | | 0100 13320 2920.000 LF | 13.50000 39420.00| 15.00000 43800.00| 14.00000 40880.00 GUARDRAIL GR-2 | | | 0110 13345 2.000 EA | 2400.00000 4800.00| 2000.00000 4000.00| 2500.00000 5000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 24100 1500.000 HR | 0.01000 15.00| 0.50000 750.00| 20.00000 30000.00 ALLAYING DUST | | | 0130 24160 245.000 SF | 4.00000 980.00| 20.00000 4900.00| 14.25000 3491.25 CONSTRUCTION SIGNS | | | 0140 24260 1500.000 TON | 15.84000 23760.00| 18.00000 27000.00| 16.25000 24375.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0150 24278 26000.000 DAY | 0.01000 260.00| 0.01000 260.00| 1.00000 26000.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24282 6000.000 HR | 0.01000 60.00| 0.50000 3000.00| 10.00000 60000.00 FLAGGER SERVICE | | | 0170 26117 500.000 TON | 15.62000 7810.00| 30.00000 15000.00| 18.35000 9175.00 DRY RIPRAP CL. AI | | | 0180 26119 100.000 TON | 19.62000 1962.00| 35.00000 3500.00| 20.00000 2000.00 DRY RIPRAP CL.I 18" | | | 0190 27102 450.000 LB | 8.00000 3600.00| 8.00000 3600.00| 8.25000 3712.50 REGULAR SEED | | | 0200 27103 275.000 LB | 0.01000 2.75| 2.00000 550.00| 4.00000 1100.00 OVERSEEDING | | | 0210 27104 75.000 LB | 17.50000 1312.50| 17.50000 1312.50| 20.00000 1500.00 LEGUME SEED | | | 0220 27105 46.000 LB | 0.01000 0.46| 7.25000 333.50| 12.00000 552.00 LEGUME OVERSEEDING | | | 0230 27215 2.000 TON | 850.00000 1700.00| 850.00000 1700.00| 900.00000 1800.00 FERTILIZER(15-30-15) | | | 0240 27250 10.000 TON | 150.00000 1500.00| 150.00000 1500.00| 175.00000 1750.00 LIME | | | 0250 27415 61.000 EA | 0.01000 0.61| 75.00000 4575.00| 165.00000 10065.00 CHECK DAM(ROCK) TY. II | | | 0260 27430 1054.000 CY | 0.01000 10.54| 0.50000 527.00| 1.00000 1054.00 SILTATION CONTROL EXCAVATION | | | 0270 27505 3040.000 LF | 0.01000 30.40| 0.43000 1307.20| 2.95000 8968.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C76 -3 TABULATION OF BIDS CALL ORDER : C76 CONTRACT ID : C00016955N01 COUNTIES : DICKENSON LETTING DATE : 08/26/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D557 |( 2 ) M109 |( 3 ) P316 |C.L. DALE CONSTRUCTION SERV |MAC CONST., INC. |PATRICK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27506 3040.000 LF | 0.01000 30.40| 0.23000 699.20| 2.95000 8968.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 323,970.86| $ 369,298.40| $ 507,824.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,970.86| $ 369,298.40| $ 507,824.95 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C77 -1 TABULATION OF BIDS CALL ORDER : C77 CONTRACT ID : C00089780N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 03/01/11 COMPLETION DATE PROJECT(S) : (NFO) 0017-965-012, N501 FED # HSIP-000S(208) (NFO)BRDG-046-570, N501 FED # STP-PM05 (237) CONTRACT DESCRIPTION: BRIDGE REHAB. NBL & SBL ROUTE 17 OVER JAMES RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 2,080,067.08 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 2,875,691.40 138.2499% 3 S1253 SEAWARD MARINE CORPORATION $ 2,960,070.42 142.3065% 4 W613 WUNNA CONTRACTING CORPORATION $ 3,910,600.00 188.0036% 5 M683 M. D. MILLER CO., INC. $ 4,798,700.00 230.6993% 6 C174 CLECO CORPORATION $ 14,922,412.10 717.4005% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C097 |( 3 ) S1253 |LANFORD BROTHERS COMPANY, I |CORMAN CONSTRUCTION, INC. |SEAWARD MARINE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 133000.00000 133000.00| 172000.00000 172000.00| 180483.00000 180483.00 MOBILIZATION | | | 0020 24265 LUMP| 28600.00000 28600.00| 10726.00000 10726.00| 12833.00000 12833.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC PAVEMENT MARKING WORK | | | 0030 24265 LUMP| 40000.00000 40000.00| 69309.00000 69309.00| 69292.00000 69292.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 1901 | | | 0040 24279 200.000 HR | 11.00000 2200.00| 10.00000 2000.00| 30.00000 6000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 54022 2000.000 LF | 2.20000 4400.00| 0.40000 800.00| 1.17000 2340.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0060 54024 1000.000 LF | 3.30000 3300.00| 0.60000 600.00| 1.17000 1170.00 TYPE A PAVEMENT LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C77 -2 TABULATION OF BIDS CALL ORDER : C77 CONTRACT ID : C00089780N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C097 |( 3 ) S1253 |LANFORD BROTHERS COMPANY, I |CORMAN CONSTRUCTION, INC. |SEAWARD MARINE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 54060 200.000 LF | 6.94000 1388.00| 11.00000 2200.00| 17.50000 3500.00 TYPE B CLASS IV PAVE. LINE MARKING 24" | | | 0080 54076 108200.000 LF | 3.65000 394930.00| 3.20000 346240.00| 3.09000 334338.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0090 54077 400.000 LF | 4.87000 1948.00| 4.60000 1840.00| 3.97000 1588.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0100 54105 134000.000 LF | 1.05000 140700.00| 1.00000 134000.00| 0.45000 60300.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0110 54106 46.000 SF | 2.48000 114.08| 1.40000 64.40| 5.83000 268.18 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0120 68322 150.000 SY | 675.00000 101250.00| 369.00000 55350.00| 525.00000 78750.00 TYPE B PATCHING (HES) | | | 0130 68574 4028.000 LF | 32.00000 128896.00| 46.50000 187302.00| 70.29000 283128.12 CLEAN AND RESEAL EXPANSION JOINT | | | 0140 68580 3260.000 EA | 97.25000 317035.00| 239.00000 779140.00| 272.50000 888350.00 BEAM END REPAIR | | | 0150 68600 1211.000 SY | 646.00000 782306.00| 920.00000 1114120.00| 856.92000 1037730.12 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 2,080,067.08| $ 2,875,691.40| $ 2,960,070.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,080,067.08| $ 2,875,691.40| $ 2,960,070.42 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C78 -1 TABULATION OF BIDS CALL ORDER : C78 CONTRACT ID : C00092508N01 COUNTIES : FAIRFAX LETTING DATE : 08/26/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 08/31/10 COMPLETION DATE PROJECT(S) : (NFO) PM9N-029-837, N501 FED # STP-PM09(247) CONTRACT DESCRIPTION: FAIRFAX PLANT MIX FROM: VARIOUS ROUTES IN FAIRFAX COUNTY TO: VARIOUS ROUTES IN FAIRFAX COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D499 FRANCIS O. DAY CO., INC. $ 6,488,848.66 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 7,309,458.65 112.6465% 3 S066 SUPERIOR PAVING CORPORATION $ 7,584,571.05 116.8862% 4 B042 JULIUS BRANSCOME, INC. $ 7,633,519.48 117.6406% 5 C224 CHEMUNG CONTRACTING CORPORATION $ 7,648,766.94 117.8756% ==================================================================================================================================== |( 1 ) D499 |( 2 ) V160 |( 3 ) S066 |FRANCIS O. DAY CO., INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 7629.000 TON | 31.00000 236499.00| 28.00000 213612.00| 35.00000 267015.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16340 68606.000 TON | 55.50000 3807633.00| 65.00000 4459390.00| 65.50000 4493693.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0030 16388 2245231.000 SY | 0.45000 1010353.95| 0.50000 1122615.50| 0.60000 1347138.60 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0040 16504 700.000 TON | 107.50000 75250.00| 120.00000 84000.00| 204.00000 142800.00 SURF. PREPARATION & RESTORATION TYPE II | | | 0050 51615 169324.000 LF | 0.12000 20318.88| 0.15000 25398.60| 0.12000 20318.88 14/1 ENCLOSED COND. CABLE | | | 0060 51912 53748.000 LF | 4.14000 222516.72| 4.25000 228429.00| 4.08000 219291.84 SAW CUT 3/8" | | | 0070 51913 10410.000 LF | 8.92000 92857.20| 9.00000 93690.00| 8.79000 91503.90 SAWCUT 5/8" | | | 0080 54032 15280.000 LF | 0.43000 6570.40| 0.45000 6876.00| 0.43000 6570.40 TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C78 -2 TABULATION OF BIDS CALL ORDER : C78 CONTRACT ID : C00092508N01 COUNTIES : FAIRFAX LETTING DATE : 08/26/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) D499 |( 2 ) V160 |( 3 ) S066 |FRANCIS O. DAY CO., INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54034 6710.000 LF | 0.64000 4294.40| 0.65000 4361.50| 0.63000 4227.30 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0100 54042 12307.000 LF | 3.94000 48489.58| 3.50000 43074.50| 3.89000 47874.23 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54075 369928.000 LF | 2.15000 795345.20| 2.35000 869330.80| 2.12000 784247.36 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0120 54077 25315.000 LF | 4.31000 109107.65| 4.25000 107588.75| 4.24000 107335.60 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0130 54217 995.000 EA | 28.98000 28835.10| 22.00000 21890.00| 22.34000 22228.30 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0140 54300 298.000 EA | 67.28000 20049.44| 65.00000 19370.00| 66.30000 19757.40 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0150 54400 19.000 EA | 248.40000 4719.60| 250.00000 4750.00| 244.80000 4651.20 PAVEMENT MESSAGE MARK. "ONLY" | | | 0160 54401 6.000 EA | 641.70000 3850.20| 500.00000 3000.00| 632.40000 3794.40 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0170 56022 694.000 LF | 3.11000 2158.34| 3.00000 2082.00| 3.06000 2123.64 1" METAL CONDUIT | | | SECTION TOTALS | $ 6,488,848.66| $ 7,309,458.65| $ 7,584,571.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,488,848.66| $ 7,309,458.65| $ 7,584,571.05 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C86 -1 TABULATION OF BIDS CALL ORDER : C86 CONTRACT ID : CM709PMO92369 COUNTIES : LOUISA LETTING DATE : 08/26/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 04/30/10 COMPLETION DATE PROJECT(S) : (NFO)PM7O-054-F09, P401 FED # STP-PM07(228) CONTRACT DESCRIPTION: LOUISA RESIDENCY SUPPLEMENTAL 09 PLANT MIX VARIOUS LOCATIONS RESIDENCYWIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W029 S. L. WILLIAMSON COMPANY, INCORPORATED $ 1,338,629.96 100.0000% 2 C750 COLONY CONSTRUCTION, INC. $ 1,351,008.70 100.9247% 3 L015 LEE HY PAVING CORPORATION $ 1,361,798.95 101.7308% 4 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 1,369,545.51 102.3095% 5 C224 CHEMUNG CONTRACTING CORPORATION $ 1,527,480.21 114.1077% 6 B850 BRANSCOME, INC. $ 1,686,708.33 126.0026% ==================================================================================================================================== |( 1 ) W029 |( 2 ) C750 |( 3 ) L015 |S. L. WILLIAMSON COMPANY, I |COLONY CONSTRUCTION, INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 5758.000 TON | 17.81000 102549.98| 18.00000 103644.00| 14.50000 83491.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 17709.000 TON | 53.73000 951504.57| 53.47000 946900.23| 54.36000 962661.24 ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 2998.000 TON | 51.64000 154816.72| 53.47000 160303.06| 55.26000 165669.48 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16389 10208.000 SY | 1.12000 11432.96| 2.00000 20416.00| 2.09000 21334.72 FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0050 54020 283937.000 LF | 0.12500 35492.13| 0.13000 36911.81| 0.13000 36911.81 TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54042 40.000 LF | 14.20000 568.00| 14.20000 568.00| 5.95000 238.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0070 54049 1298.000 LF | 1.65000 2141.70| 1.65000 2141.70| 3.25000 4218.50 TYPE B CLASS III PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C86 -2 TABULATION OF BIDS CALL ORDER : C86 CONTRACT ID : CM709PMO92369 COUNTIES : LOUISA LETTING DATE : 08/26/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) W029 |( 2 ) C750 |( 3 ) L015 |S. L. WILLIAMSON COMPANY, I |COLONY CONSTRUCTION, INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54101 4.000 EA | 760.00000 3040.00| 760.00000 3040.00| 875.00000 3500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | MESSAGE "STOP AHEAD" | | | 0090 54106 362.000 SF | 2.55000 923.10| 2.55000 923.10| 0.85000 307.70 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0100 54217 4258.000 EA | 17.60000 74940.80| 17.60000 74940.80| 19.25000 81966.50 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0110 54401 2.000 EA | 610.00000 1220.00| 610.00000 1220.00| 750.00000 1500.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 1,338,629.96| $ 1,351,008.70| $ 1,361,798.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,338,629.96| $ 1,351,008.70| $ 1,361,798.95 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C87 -1 TABULATION OF BIDS CALL ORDER : C87 CONTRACT ID : CM309STJ92548 COUNTIES : HALIFAX CHARLOTTE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 03 CONTRACT TIME : 11/01/09 COMPLETION DATE PROJECT(S) : (NFO) ST3J-963-044, N501 FED # STP-PM03(224) CONTRACT DESCRIPTION: SURFACE TREATMENT SCHEDULE VARIOUS LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,476,375.00 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 1,591,685.48 107.8104% 3 L070 LANCO PAVING, INC. $ 1,957,811.68 132.6094% ==================================================================================================================================== |( 1 ) W016 |( 2 ) A006 |( 3 ) L070 |WHITEHURST PAVING COMPANY, |ADAMS CONSTRUCTION COMPANY |LANCO PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 1541584.000 SY | 0.95770 1476375.00| 1.03250 1591685.48| 1.27000 1957811.68 MODIFIED SINGLE SEAL | | | SECTION TOTALS | $ 1,476,375.00| $ 1,591,685.48| $ 1,957,811.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,476,375.00| $ 1,591,685.48| $ 1,957,811.68 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C90 -1 TABULATION OF BIDS CALL ORDER : C90 CONTRACT ID : C00092552N01 COUNTIES : GREENSVILLE ISLE OF WIGHT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SOUTHAMPTON OTHERS CONTRACT TIME : 07/16/10 COMPLETION DATE PROJECT(S) : (NFO)9999-046-577, N501 FED # STP-PM05 (240) CONTRACT DESCRIPTION: RESURFACING PRIMARY ROUTES IN FRANKLIN AND WAVERLY RESIDENCY VARIOUS PRIMARY ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S021 B. P. SHORT & SON PAVING CO., INC. $ 3,012,516.69 100.0000% 2 R015 ROSE BROTHERS PAVING COMPANY, INC. $ 3,075,200.10 102.0808% 3 B850 BRANSCOME, INC. $ 3,199,712.53 106.2139% ==================================================================================================================================== |( 1 ) S021 |( 2 ) R015 |( 3 ) B850 |B. P. SHORT & SON PAVING CO |ROSE BROTHERS PAVING COMPAN |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10497 5244.000 LB | 2.21000 11589.24| 2.21000 11589.24| 2.34000 12270.96 NS PAVEMENT PAVEMENT TY. A CRACK | | | SEALANT/ FILLER | | | 0020 10700 4100.000 LF | 1.69000 6929.00| 2.00000 8200.00| 3.70000 15170.00 RUMBLE STRIP, ASPHALT | | | 0030 10701 761.000 SY | 2.00000 1522.00| 2.86000 2176.46| 3.03000 2305.83 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 16242 4820.000 TON | 33.48000 161373.60| 30.00000 144600.00| 38.56000 185859.20 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0050 16335 2948.000 TON | 61.41000 181036.68| 64.00000 188672.00| 69.96000 206242.08 ASPHALT CONCRETE TY. SM-9.5A | | | 0060 16340 34352.000 TON | 61.56000 2114709.12| 64.00000 2198528.00| 67.08000 2304332.16 ASPHALT CONCRETE TY. SM-9.5D | | | 0070 16388 130803.000 SY | 0.49000 64093.47| 0.30000 39240.90| 0.39000 51013.17 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0080 16389 13622.000 SY | 1.34000 18253.48| 1.50000 20433.00| 1.23000 16755.06 FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C90 -2 TABULATION OF BIDS CALL ORDER : C90 CONTRACT ID : C00092552N01 COUNTIES : GREENSVILLE ISLE OF WIGHT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SOUTHAMPTON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S021 |( 2 ) R015 |( 3 ) B850 |B. P. SHORT & SON PAVING CO |ROSE BROTHERS PAVING COMPAN |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 51615 700.000 LF | 1.58000 1106.00| 2.00000 1400.00| 1.18000 826.00 14/1 ENCLOSED COND. CABLE | | | 0100 51912 275.000 LF | 7.00000 1925.00| 8.00000 2200.00| 8.29000 2279.75 SAW CUT 3/8" | | | 0110 51913 50.000 LF | 10.00000 500.00| 12.00000 600.00| 11.84000 592.00 SAWCUT 5/8" | | | 0120 54032 476490.000 LF | 0.28000 133417.20| 0.35000 166771.50| 0.30000 142947.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0130 54034 76850.000 LF | 0.44000 33814.00| 0.50000 38425.00| 0.47000 36119.50 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0140 54037 2700.000 LF | 0.60000 1620.00| 3.00000 8100.00| 0.63000 1701.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0150 54040 210.000 LF | 1.50000 315.00| 5.00000 1050.00| 1.59000 333.90 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0160 54042 800.000 LF | 3.00000 2400.00| 5.00000 4000.00| 3.17000 2536.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0170 54075 520.000 LF | 2.10000 1092.00| 3.00000 1560.00| 2.22000 1154.40 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0180 54076 2200.000 LF | 3.15000 6930.00| 4.00000 8800.00| 3.33000 7326.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0190 54077 650.000 LF | 4.20000 2730.00| 5.00000 3250.00| 4.44000 2886.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0200 54100 758.000 LF | 1.25000 947.50| 4.00000 3032.00| 1.32000 1000.56 NS PAVEMENT MARKING PAVEMENT MARKING | | | RAISED RUMBLE STRIPS ACROSS LANE | | | 0210 54101 2.000 EA | 100.00000 200.00| 500.00000 1000.00| 105.83000 211.66 NS PAVEMENT MARKING PAVEMENT MARKING | | | STOP MESSAGE | | | 0220 54105 513620.000 LF | 0.47000 241401.40| 0.35000 179767.00| 0.35000 179767.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0230 54106 2541.000 SF | 2.00000 5082.00| 5.00000 12705.00| 2.12000 5386.92 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0240 54217 610.000 EA | 21.00000 12810.00| 25.00000 15250.00| 22.22000 13554.20 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0250 54300 47.000 EA | 60.00000 2820.00| 100.00000 4700.00| 63.50000 2984.50 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0260 54310 5.000 EA | 120.00000 600.00| 150.00000 750.00| 127.00000 635.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C90 -3 TABULATION OF BIDS CALL ORDER : C90 CONTRACT ID : C00092552N01 COUNTIES : GREENSVILLE ISLE OF WIGHT LETTING DATE : 08/26/09 10:00 AM DISTRICT : 05 SOUTHAMPTON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S021 |( 2 ) R015 |( 3 ) B850 |B. P. SHORT & SON PAVING CO |ROSE BROTHERS PAVING COMPAN |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54400 2.000 EA | 80.00000 160.00| 400.00000 800.00| 84.67000 169.34 PAVEMENT MESSAGE MARK. "ONLY" | | | 0280 54401 6.000 EA | 150.00000 900.00| 750.00000 4500.00| 158.75000 952.50 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0290 54404 8.000 EA | 250.00000 2000.00| 350.00000 2800.00| 264.58000 2116.64 PAVE. MESSAGE MARK. R/R CROSSING | | | 0300 56021 20.000 LF | 12.00000 240.00| 15.00000 300.00| 14.21000 284.20 1" PVC CONDUIT | | | SECTION TOTALS | $ 3,012,516.69| $ 3,075,200.10| $ 3,199,712.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,012,516.69| $ 3,075,200.10| $ 3,199,712.53 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C91 -1 TABULATION OF BIDS CALL ORDER : C91 CONTRACT ID : C00089414N01 COUNTIES : HANOVER LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/30/10 COMPLETION DATE PROJECT(S) : (FO) PVMT-042-714, N501 FED # STP-PM04 (270) CONTRACT DESCRIPTION: RESURFACING 295 SB LANES/ UPDATE GR FROM: CSX RAILROAD BRIDGE OVERPASS (SB) TO: 0.96 MI. S. RTE. 627 POLE GREEN ROAD OVERPASS (SB) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L015 LEE HY PAVING CORPORATION $ 5,163,702.03 100.0000% 2 B850 BRANSCOME, INC. $ 6,597,876.50 127.7742% ==================================================================================================================================== |( 1 ) L015 |( 2 ) B850 |( ) |LEE HY PAVING CORPORATION |BRANSCOME, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00595 2960.000 LF | 13.65000 40404.00| 18.00000 53280.00| OUTLET PIPE | | | 0020 00596 74.000 EA | 380.00000 28120.00| 425.00000 31450.00| ENDWALL EW-12 | | | 0030 00597 25768.000 LF | 8.20000 211297.60| 16.00000 412288.00| UNDERDRAIN UD-7 | | | 0040 10113 4530.000 TON | 11.50000 52095.00| 25.00000 113250.00| AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0050 10497 2338.000 LB | 5.53000 12929.14| 6.00000 14028.00| NS PAVEMENT PAVEMENT CRACK SEALANT/ | | | FILLER | | | 0060 16370 6350.000 TON | 53.50000 339725.00| 69.00000 438150.00| ASPHALT CONCRETE TY. IM-19.0D | | | 0070 10632 9168.000 SY | 5.13000 47031.84| 4.75000 43548.00| RIGID PAVEMENT PLANING | | | 0080 16340 2400.000 TON | 60.60000 145440.00| 72.00000 172800.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0090 16400 6180.000 TON | 72.36000 447184.80| 102.50000 633450.00| STONE MATRIX ASPHALT SMA-9.5(70-22) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C91 -2 TABULATION OF BIDS CALL ORDER : C91 CONTRACT ID : C00089414N01 COUNTIES : HANOVER LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L015 |( 2 ) B850 |( ) |LEE HY PAVING CORPORATION |BRANSCOME, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16405 8200.000 TON | 73.47000 602454.00| 99.00000 811800.00| STONE MATRIX ASPHALT SMA-19.0(76-22) | | | 0110 10700 25768.000 LF | 0.50000 12884.00| 1.50000 38652.00| RUMBLE STRIP, ASPHALT | | | 0120 10701 4782.000 SY | 1.40000 6694.80| 1.75000 8368.50| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0130 13315 1.000 EA | 800.00000 800.00| 900.00000 900.00| GUARDRAIL TERMINAL GR-11 | | | 0140 13320 400.000 LF | 16.00000 6400.00| 18.00000 7200.00| GUARDRAIL GR-2 | | | 0150 13345 1.000 EA | 2500.00000 2500.00| 3000.00000 3000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0160 13401 1.000 EA | 200.00000 200.00| 225.00000 225.00| NS GUARDRAIL GUARDRAIL REMOVE EXIST. GR | | | TERMINAL | | | 0170 15302 1840.000 SY | 178.00000 327520.00| 180.00000 331200.00| PATCHING CEMENT CONC. PAVE., TYPE II | | | 0180 15305 9538.000 SY | 178.00000 1697764.00| 180.00000 1716840.00| PATCHING CEMENT CONC. PAVE., TYPE IV-A | | | 0190 16325 200.000 TON | 100.00000 20000.00| 150.00000 30000.00| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | PATCHING BM-25.0D | | | 0200 16325 1950.000 TON | 250.00000 487500.00| 375.00000 731250.00| NS ASPHALT CONCRETE ASPHALT CONCRETE | | | PATCHING IM-19.0D | | | 0210 16325 8200.000 TON | 61.40000 503480.00| 89.00000 729800.00| NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | IM-19.0D(M) | | | 0220 16388 20714.000 SY | 0.15000 3107.10| 0.50000 10357.00| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0230 24279 38000.000 HR | 0.25000 9500.00| 0.50000 19000.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0240 24601 275.000 LF | 3.15000 866.25| 5.00000 1375.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0250 54076 36000.000 LF | 3.15000 113400.00| 4.75000 171000.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0260 54077 2250.000 LF | 4.20000 9450.00| 8.00000 18000.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : C91 -3 TABULATION OF BIDS CALL ORDER : C91 CONTRACT ID : C00089414N01 COUNTIES : HANOVER LETTING DATE : 08/26/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L015 |( 2 ) B850 |( ) |LEE HY PAVING CORPORATION |BRANSCOME, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54078 204.000 LF | 21.00000 4284.00| 10.00000 2040.00| TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0280 54100 79200.000 LF | 0.21000 16632.00| 0.25000 19800.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST.PAVE. MARK.(TY. F CL. I) 6" | | | 0290 54105 560.000 LF | 1.05000 588.00| 5.00000 2800.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0300 54217 591.000 EA | 21.00000 12411.00| 50.00000 29550.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0310 54554 4950.000 LF | 0.21000 1039.50| 0.50000 2475.00| CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | SECTION TOTALS | $ 5,163,702.03| $ 6,597,876.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,163,702.03| $ 6,597,876.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q36 -1 TABULATION OF BIDS CALL ORDER : Q36 CONTRACT ID : C00093487N01 COUNTIES : AUGUSTA ROCKBRIDGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 ALLEGHANY OTHERS CONTRACT TIME : PROJECT(S) : VAR.-007-815, N501 FED # NONE VAR.-081-734, N501 FED # NONE CONTRACT DESCRIPTION: GUARDRAIL MAINTENANCE VERONA & LEXINGTON RESIDENCIES PRIMARY & SECONDARY ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S463 SELCO CONSTRUCTION SERVICES, INC. $ 324,987.50 100.0000% 2 M004 MAKCO, INCORPORATED $ 355,155.00 109.2827% 3 W062 WEBSTER & WEBSTER, INC. $ 370,348.00 113.9576% 4 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 417,531.00 128.4760% ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) W062 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |WEBSTER & WEBSTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0010 13290 400.000 LF | 14.50000 5800.00| 16.00000 6400.00| 20.00000 8000.00 GUARDRAIL GR-8 (NCHRP 350 TL-3) | | | 0020 13292 50.000 LF | 21.25000 1062.50| 20.00000 1000.00| 23.00000 1150.00 GUARDRAIL GR-8A (NCHRP 350 TL-3) | | | 0030 13294 50.000 LF | 30.25000 1512.50| 25.00000 1250.00| 27.00000 1350.00 GUARDRAIL GR-8B (NCHRP 350 TL-3) | | | 0040 13310 200.000 LF | 85.00000 17000.00| 80.00000 16000.00| 100.00000 20000.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13312 4.000 EA | 2300.00000 9200.00| 2250.00000 9000.00| 2500.00000 10000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13315 4.000 EA | 650.00000 2600.00| 700.00000 2800.00| 750.00000 3000.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 900.000 LF | 19.00000 17100.00| 20.00000 18000.00| 25.00000 22500.00 GUARDRAIL GR-2 | | | 0080 13331 225.000 LF | 22.00000 4950.00| 22.00000 4950.00| 27.00000 6075.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q36 -2 TABULATION OF BIDS CALL ORDER : Q36 CONTRACT ID : C00093487N01 COUNTIES : AUGUSTA ROCKBRIDGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 ALLEGHANY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) W062 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |WEBSTER & WEBSTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 14.000 EA | 2350.00000 32900.00| 3000.00000 42000.00| 2600.00000 36400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13355 100.000 LF | 23.50000 2350.00| 30.00000 3000.00| 30.00000 3000.00 GUARDRAIL GR-10 | | | 0110 13359 2.000 EA | 1250.00000 2500.00| 1500.00000 3000.00| 750.00000 1500.00 GUARDRAIL TERMINAL GR-8 TYPE II | | | 0120 13375 50.000 LF | 155.00000 7750.00| 75.00000 3750.00| 120.00000 6000.00 RAILING, TEXAS T-6 | | | 0130 13383 4.000 EA | 1750.00000 7000.00| 2000.00000 8000.00| 1650.00000 6600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13384 4.000 EA | 800.00000 3200.00| 500.00000 2000.00| 600.00000 2400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0150 13385 4.000 EA | 1500.00000 6000.00| 2000.00000 8000.00| 1600.00000 6400.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0160 13386 4.000 EA | 900.00000 3600.00| 500.00000 2000.00| 600.00000 2400.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0170 13392 4.000 EA | 1900.00000 7600.00| 2000.00000 8000.00| 1750.00000 7000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0180 13393 4.000 EA | 850.00000 3400.00| 500.00000 2000.00| 600.00000 2400.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0190 13400 50.000 LF | 25.95000 1297.50| 30.00000 1500.00| 30.00000 1500.00 NS GUARDRAIL GUARDRAIL GR-10, WEATHERIN | | | 0200 13400 150.000 LF | 21.50000 3225.00| 22.00000 3300.00| 25.00000 3750.00 NS GUARDRAIL GUARDRAIL GR-2, WEATHERING | | | 0210 13400 200.000 LF | 16.50000 3300.00| 20.00000 4000.00| 18.00000 3600.00 NS GUARDRAIL GUARDRAIL GUARDRAIL BEAM | | | WEATHERING | | | 0220 13400 50.000 LF | 30.50000 1525.00| 35.00000 1750.00| 30.00000 1500.00 NS GUARDRAIL GUARDRAIL RAD THRIE BEAM | | | RAIL | | | 0230 13400 50.000 LF | 33.00000 1650.00| 35.00000 1750.00| 30.00000 1500.00 NS GUARDRAIL GUARDRAIL RAD THRIE BEAM | | | RAIL, WEATHERING | | | 0240 13400 150.000 LF | 27.50000 4125.00| 24.00000 3600.00| 27.00000 4050.00 NS GUARDRAIL GUARDRAIL RADIAL GR-2 | | | WEATHERING | | | 0250 13400 150.000 LF | 20.50000 3075.00| 20.00000 3000.00| 18.00000 2700.00 NS GUARDRAIL GUARDRAIL RADIAL GUARDRAIL | | | BEAM, WEATHERING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q36 -3 TABULATION OF BIDS CALL ORDER : Q36 CONTRACT ID : C00093487N01 COUNTIES : AUGUSTA ROCKBRIDGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 ALLEGHANY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) W062 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |WEBSTER & WEBSTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13400 125.000 LF | 20.50000 2562.50| 25.00000 3125.00| 30.00000 3750.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | 0270 13400 125.000 LF | 23.50000 2937.50| 25.00000 3125.00| 30.00000 3750.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL, | | | WEATHERING | | | 0280 13401 2.000 EA | 150.00000 300.00| 100.00000 200.00| 80.00000 160.00 NS GUARDRAIL GUARDRAIL ALT. BREAKAWAY | | | CAB | | | 0290 13401 3.000 EA | 2800.00000 8400.00| 3000.00000 9000.00| 2600.00000 7800.00 NS GUARDRAIL GUARDRAIL ALT. BREAKAWAY | | | CAB TERM(GR-9) WEATHERING | | | 0300 13401 4.000 EA | 150.00000 600.00| 100.00000 400.00| 100.00000 400.00 NS GUARDRAIL GUARDRAIL CABLE ASSEMBLY | | | GR-9 | | | 0310 13401 2.000 EA | 1250.00000 2500.00| 500.00000 1000.00| 1500.00000 3000.00 NS GUARDRAIL GUARDRAIL CARTRIDGE, | | | IMPACT ATTENUATOR | | | 0320 13401 7.000 EA | 50.00000 350.00| 400.00000 2800.00| 75.00000 525.00 NS GUARDRAIL GUARDRAIL CRT POST GR-9 | | | 0330 13401 2.000 EA | 1250.00000 2500.00| 500.00000 1000.00| 1200.00000 2400.00 NS GUARDRAIL GUARDRAIL DIAPHRAGM, | | | IMPACT ATTENUATOR | | | 0340 13401 2.000 EA | 800.00000 1600.00| 1250.00000 2500.00| 900.00000 1800.00 NS GUARDRAIL GUARDRAIL EXTRUDER GR-9 | | | 0350 13401 2.000 EA | 3000.00000 6000.00| 500.00000 1000.00| 1200.00000 2400.00 NS GUARDRAIL GUARDRAIL FRAME, IMPACT | | | ATTENUATOR | | | 0360 13401 2.000 EA | 5000.00000 10000.00| 5000.00000 10000.00| 5000.00000 10000.00 NS GUARDRAIL GUARDRAIL MEDIANBARRIER | | | TERMINAL END TREATMENT | | | 0370 13401 2.000 EA | 1200.00000 2400.00| 500.00000 1000.00| 1500.00000 3000.00 NS GUARDRAIL GUARDRAIL NOSE SECTION, | | | IMPACT ATTENUATOR | | | 0380 13401 350.000 EA | 4.50000 1575.00| 15.00000 5250.00| 8.00000 2800.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | 0390 13401 2.000 EA | 100.00000 200.00| 100.00000 200.00| 75.00000 150.00 NS GUARDRAIL GUARDRAIL OFFSET STRUT GR- | | | 0400 13401 45.000 EA | 45.00000 2025.00| 75.00000 3375.00| 65.00000 2925.00 NS GUARDRAIL GUARDRAIL POST , WEATHERIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q36 -4 TABULATION OF BIDS CALL ORDER : Q36 CONTRACT ID : C00093487N01 COUNTIES : AUGUSTA ROCKBRIDGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 ALLEGHANY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) W062 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |WEBSTER & WEBSTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 13401 2.000 EA | 750.00000 1500.00| 500.00000 1000.00| 1200.00000 2400.00 NS GUARDRAIL GUARDRAIL SIDE PANEL, | | | IMPACT ATTENUATOR | | | 0420 13401 2.000 EA | 50.00000 100.00| 50.00000 100.00| 75.00000 150.00 NS GUARDRAIL GUARDRAIL SOIL PLATE GR-9 | | | 0430 13401 2.000 EA | 125.00000 250.00| 100.00000 200.00| 100.00000 200.00 NS GUARDRAIL GUARDRAIL STEEL TUBE GR-9 | | | 0440 13401 14.000 EA | 11.50000 161.00| 20.00000 280.00| 18.00000 252.00 NS GUARDRAIL GUARDRAIL THRIE BEAM 14" | | | BLOCK | | | 0450 13401 14.000 EA | 15.00000 210.00| 30.00000 420.00| 22.00000 308.00 NS GUARDRAIL GUARDRAIL THRIE BEAM 14" | | | TAPERED BLOCK | | | 0460 13401 2.000 EA | 70.00000 140.00| 100.00000 200.00| 100.00000 200.00 NS GUARDRAIL GUARDRAIL THRIE BEAM BCT | | | POST | | | 0470 13401 2.000 EA | 60.00000 120.00| 100.00000 200.00| 100.00000 200.00 NS GUARDRAIL GUARDRAIL THRIE BEAM BCT | | | POST NO 2 | | | 0480 13401 2.000 EA | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 NS GUARDRAIL GUARDRAIL THRIE BEAM CRT | | | POST | | | 0490 13401 2.000 EA | 250.00000 500.00| 100.00000 200.00| 100.00000 200.00 NS GUARDRAIL GUARDRAIL THRIE BEAM FOUND | | | TUBE 72" | | | 0500 13401 2.000 EA | 375.00000 750.00| 150.00000 300.00| 150.00000 300.00 NS GUARDRAIL GUARDRAIL THRIE BEAM FOUND | | | TUBE 96" | | | 0510 13401 2.000 EA | 400.00000 800.00| 500.00000 1000.00| 200.00000 400.00 NS GUARDRAIL GUARDRAIL THRIE BEAM POST | | | SIDE MOUNTED | | | 0520 13401 8.000 EA | 550.00000 4400.00| 400.00000 3200.00| 180.00000 1440.00 NS GUARDRAIL GUARDRAIL TRANSITION | | | SECTION THRIE BEAM-WBEAM | | | 0530 13421 50.000 LF | 36.50000 1825.00| 30.00000 1500.00| 30.00000 1500.00 MEDIAN BARRIER MB-3 | | | 0540 13606 2.000 EA | 8000.00000 16000.00| 10000.00000 20000.00| 10500.00000 21000.00 IMPACT ATTEN. (TL-2, 45 MPH MAX. DES | | | SP) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q36 -5 TABULATION OF BIDS CALL ORDER : Q36 CONTRACT ID : C00093487N01 COUNTIES : AUGUSTA ROCKBRIDGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 ALLEGHANY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) W062 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |WEBSTER & WEBSTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 17311 2.000 EA | 150.00000 300.00| 50.00000 100.00| 50.00000 100.00 W BEAM TERM CONNECTOR | | | 0560 17317 30.000 EA | 85.00000 2550.00| 50.00000 1500.00| 50.00000 1500.00 W BEAM END SECT (ROUNDED) | | | 0570 17321 50.000 EA | 7.50000 375.00| 10.00000 500.00| 10.00000 500.00 W BEAM BACKUP PLATE | | | 0580 17323 3000.000 LF | 15.80000 47400.00| 16.00000 48000.00| 18.00000 54000.00 GUARDRAIL BEAM | | | 0590 17325 1000.000 LF | 18.00000 18000.00| 16.00000 16000.00| 20.00000 20000.00 RADIAL GUARDRAIL BEAM | | | 0600 17327 50.000 LF | 7.00000 350.00| 20.00000 1000.00| 22.00000 1100.00 RUB RAIL | | | 0610 17328 35.000 EA | 45.00000 1575.00| 80.00000 2800.00| 75.00000 2625.00 POST(WOOD OR STEEL) 7' LENGTH | | | 0620 17329 250.000 EA | 35.00000 8750.00| 65.00000 16250.00| 65.00000 16250.00 POST (WOOD, CONC., OR STEEL) | | | 0630 17330 4.000 EA | 10.00000 40.00| 20.00000 80.00| 12.00000 48.00 RUB RAIL OFFSET BLOCK | | | 0640 17336 8.000 EA | 350.00000 2800.00| 500.00000 4000.00| 450.00000 3600.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0650 17338 14.000 EA | 50.00000 700.00| 40.00000 560.00| 20.00000 280.00 DRILL HOLE | | | 0660 17341 250.000 EA | 10.00000 2500.00| 15.00000 3750.00| 10.00000 2500.00 REALIGN POST | | | 0670 17342 2.000 EA | 75.00000 150.00| 50.00000 100.00| 75.00000 150.00 STEEL TUBE GR-7 | | | 0680 17343 2.000 EA | 250.00000 500.00| 50.00000 100.00| 60.00000 120.00 TERMINAL CONNECTOR, GR-7 | | | * | | | 0690 17344 2.000 EA | 50.00000 100.00| 50.00000 100.00| 40.00000 80.00 SOIL PLATE GR-7 | | | 0700 17346 2.000 EA | 250.00000 500.00| 100.00000 200.00| 60.00000 120.00 BUFFERED END ASSEMBLY GR-7 | | | 0710 17348 4.000 EA | 75.00000 300.00| 200.00000 800.00| 65.00000 260.00 BREAKAWAY POST GR-7 | | | 0720 17351 2.000 EA | 150.00000 300.00| 100.00000 200.00| 100.00000 200.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0730 17352 2.000 EA | 300.00000 600.00| 100.00000 200.00| 100.00000 200.00 STRUT AND YOKE ASSEMBLY GR-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q36 -6 TABULATION OF BIDS CALL ORDER : Q36 CONTRACT ID : C00093487N01 COUNTIES : AUGUSTA ROCKBRIDGE LETTING DATE : 08/26/09 10:00 AM DISTRICT : 08 ALLEGHANY OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) W062 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |WEBSTER & WEBSTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 17374 20.000 EA | 300.00000 6000.00| 600.00000 12000.00| 650.00000 13000.00 EMERGENCY MOBILIZATION | | | 0750 17381 40.000 EA | 30.00000 1200.00| 75.00000 3000.00| 65.00000 2600.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0760 17383 2.000 EA | 25.00000 50.00| 25.00000 50.00| 15.00000 30.00 END POST SUPPORT ANGLES, GR-8 | | | 0770 17451 100.000 EA | 5.00000 500.00| 6.00000 600.00| 8.00000 800.00 GUARDRAIL DELINEATOR | | | 0780 24272 50.000 HR | 10.50000 525.00| 30.00000 1500.00| 30.00000 1500.00 TRUCK MOUNTED ATTENUATOR | | | 0790 24278 960.000 DAY | 0.50000 480.00| 1.00000 960.00| 1.50000 1440.00 GROUP 2 CHANNELIZING DEVICES | | | 0800 24279 100.000 HR | 5.50000 550.00| 15.00000 1500.00| 20.00000 2000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0810 24281 48.000 HR | 5.50000 264.00| 10.00000 480.00| 20.00000 960.00 ELECTRONIC ARROW | | | 0820 24601 3000.000 LF | 1.00000 3000.00| 2.00000 6000.00| 2.00000 6000.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE | | | SECTION TOTALS | $ 324,987.50| $ 355,155.00| $ 370,348.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 324,987.50| $ 355,155.00| $ 370,348.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q63 -1 TABULATION OF BIDS CALL ORDER : Q63 CONTRACT ID : C00090916N01 COUNTIES : PITTSYLVANIA LETTING DATE : 08/26/09 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/15/10 COMPLETION DATE PROJECT(S) : 0694-071-P61, N501 FED # NONE 0602-071-P62, N501 FED # NONE 0942-071-P63, N501 FED # NONE OTHERS CONTRACT DESCRIPTION: 2009 CHATHAM RURAL RUSTIC PROJECTS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 446,572.25 100.0000% 2 C359 CREWS CONSTRUCTION COMPANY, INC. $ 459,230.84 102.8346% 3 P203 PEARSON CONSTRUCTION, INC. $ 504,947.96 113.0720% 4 W061 WHITE'S CONSTRUCTION COMPANY, INC. $ 530,534.05 118.8014% 5 A006 ADAMS CONSTRUCTION COMPANY $ 542,156.15 121.4039% 6 H101 R. W. HARRIS EXCAVATING, INC. $ 598,528.72 134.0273% 7 C024 A. R. COFFEY AND SONS, INC. $ 620,142.85 138.8673% 8 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 699,828.80 156.7112% 9 D172 DLB, INC. $ 764,099.15 171.1031% ==================================================================================================================================== |( 1 ) W048 |( 2 ) C359 |( 3 ) P203 |W-L CONSTRUCTION & PAVING, |CREWS CONSTRUCTION COMPANY, |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 14000.00000 14000.00| 7416.56000 7416.56| 20000.00000 20000.00 MOBILIZATION | | | 0020 00122 34054.000 LF | 0.30000 10216.20| 0.70000 23837.80| 1.00000 34054.00 NS GRADING GRADING LIMITED (RURAL | | | RUSTIC) | | | 0030 10123 13898.000 TON | 16.40000 227927.20| 16.73000 232513.54| 16.64000 231262.72 AGGR. BASE MATL. TY. I NO. 21A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/24/09 PAGE : Q63 -2 TABULATION OF BIDS CALL ORDER : Q63 CONTRACT ID : C00090916N01 COUNTIES : PITTSYLVANIA LETTING DATE : 08/26/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) C359 |( 3 ) P203 |W-L CONSTRUCTION & PAVING, |CREWS CONSTRUCTION COMPANY, |PEARSON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 10468 972.000 TON | 24.00000 23328.00| 39.14000 38044.08| 36.92000 35886.24 COVER MATL. AGGR. NO. 68 | | | 0050 10478 811.000 TON | 25.00000 20275.00| 39.14000 31742.54| 36.92000 29942.12 COVER MATL. AGGR. NO. 78 | | | 0060 10480 664.000 TON | 25.00000 16600.00| 39.14000 25988.96| 36.92000 24514.88 COVER MATL. AGGR. NO. 8 | | | 0070 16252 58719.000 GAL | 2.15000 126245.85| 1.60000 93950.40| 2.00000 117438.00 LIQUID ASPHALT MATL. CRS-2 | | | 0080 24265 LUMP| 1550.00000 1550.00| 356.16000 356.16| 650.00000 650.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 1053 | | | 0090 24265 LUMP| 1265.00000 1265.00| 632.88000 632.88| 650.00000 650.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 1532 | | | 0100 24265 LUMP| 825.00000 825.00| 407.04000 407.04| 1350.00000 1350.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 602 | | | 0110 24265 LUMP| 425.00000 425.00| 683.76000 683.76| 1050.00000 1050.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 665 | | | 0120 24265 LUMP| 1265.00000 1265.00| 407.04000 407.04| 1500.00000 1500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 694 | | | 0130 24265 LUMP| 950.00000 950.00| 814.08000 814.08| 2250.00000 2250.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 777 | | | 0140 24265 LUMP| 425.00000 425.00| 407.04000 407.04| 1200.00000 1200.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 887 | | | 0150 24265 LUMP| 425.00000 425.00| 661.44000 661.44| 1800.00000 1800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 942 | | | 0160 24265 LUMP| 425.00000 425.00| 632.88000 632.88| 650.00000 650.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 951 | | | 0170 24265 LUMP| 425.00000 425.00| 734.64000 734.64| 750.00000 750.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE 986 | | | SECTION TOTALS | $ 446,572.25| $ 459,230.84| $ 504,947.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,572.25| $ 459,230.84| $ 504,947.96 ====================================================================================================================================