BID TABULATIONS September 24, 2008 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 projects have been rejected: ORDER NO. PROJECT PH6 RS-9F-08 B10 0058-095-108,C504,B607,B608 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -1 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 05/30/10 COMPLETION DATE PROJECT(S) : (NFO)0166-122-102, C501 FED # STP-5A03(137) (NFO)0166-122-102, C501 FED # STP-5A03(137) (NFO)0166-122-102, C501 FED # STP-5A03(137) OTHERS CONTRACT DESCRIPTION: PRINCESS ANNE ROAD/ KILMER LANE - INTERSECTION IMPROVEMENT FROM: 0.07 MILES E. INTER. PRINCESS ANNE ROAD / KILMER LANE TO: 0.107 MILES W. INTER. PRINCESS ANNE ROAD / KILMER LANE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W488 E. V. WILLIAMS, INC. $ 1,988,422.75 100.0000% 2 C034 CONTRACTORS PAVING COMPANY, INC. $ 1,993,327.01 100.2466% 3 B850 BRANSCOME, INC. $ 2,173,901.99 109.3280% 4 S048 SUBURBAN GRADING & UTILITIES, INC. $ 2,584,940.00 129.9995% ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 120000.00000 120000.00| 178691.00000 178691.00| 98675.07000 98675.07 MOBILIZATION | | | 0020 00101 LUMP| 16265.59000 16265.59| 21275.00000 21275.00| 20232.84000 20232.84 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 33400.00000 33400.00| 31000.00000 31000.00| 23949.82000 23949.82 CLEARING AND GRUBBING | | | 0040 00120 3572.000 CY | 39.92000 142594.24| 20.00000 71440.00| 21.26000 75940.72 REGULAR EXCAVATION | | | 0050 00211 30.000 CY | 19.58000 587.40| 26.25000 787.50| 565.46000 16963.80 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0060 00280 3987.000 CY | 19.76000 78783.12| 22.00000 87714.00| 21.57000 85999.59 SELECT MATL. TY. II MIN. CBR-20 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -2 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00355 4858.000 SY | 2.74000 13310.92| 1.75000 8501.50| 1.89000 9181.62 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00525 10.000 CY | 826.02000 8260.20| 666.75000 6667.50| 2369.56000 23695.60 CONCRETE CLASS A3 MISC. | | | 0090 00529 21.000 CY | 313.01000 6573.21| 252.00000 5292.00| 242.34000 5089.14 FLOWABLE BACKFILL | | | 0100 00540 270.000 LB | 1.06000 286.20| 2.05000 553.50| 10.77000 2907.90 REINF. STEEL | | | 0110 01122 82.000 LF | 34.26000 2809.32| 41.20000 3378.40| 106.70000 8749.40 12" CONC. PIPE | | | 0120 01152 925.000 LF | 37.90000 35057.50| 45.10000 41717.50| 108.46000 100325.50 15" CONC. PIPE | | | 0130 01182 122.000 LF | 42.65000 5203.30| 49.25000 6008.50| 113.55000 13853.10 18" CONC. PIPE | | | 0140 01242 77.000 LF | 62.01000 4774.77| 62.40000 4804.80| 125.16000 9637.32 24" CONC. PIPE | | | 0150 01302 212.000 LF | 76.94000 16311.28| 80.65000 17097.80| 140.55000 29796.60 30" CONC. PIPE | | | 0160 01482 4.000 LF | 152.84000 611.36| 236.25000 945.00| 1315.45000 5261.80 48" CONC. PIPE | | | 0170 02142 90.000 LF | 76.45000 6880.50| 78.96000 7106.40| 145.66000 13109.40 23" X 14" ELLIPTICAL CONC. PIPE | | | 0180 06151 6.000 EA | 775.05000 4650.30| 1023.75000 6142.50| 727.03000 4362.18 15" END SECTION ES-1 | | | 0190 06740 5.000 EA | 2586.79000 12933.95| 3134.25000 15671.25| 3038.90000 15194.50 DROP INLET DI-1 | | | 0200 06765 1.000 EA | 4587.20000 4587.20| 5092.50000 5092.50| 5000.62000 5000.62 DROP INLET DI-2C,L=6' | | | 0210 06817 4.000 EA | 3339.26000 13357.04| 3937.50000 15750.00| 3577.44000 14309.76 DROP INLET DI-3B,L=4' | | | 0220 06818 1.000 EA | 3219.96000 3219.96| 3937.50000 3937.50| 5000.62000 5000.62 DROP INLET DI-3B,L=6' | | | 0230 06819 2.000 EA | 3411.63000 6823.26| 4173.75000 8347.50| 5000.62000 10001.24 DROP INLET DI-3B,L=8' | | | 0240 06820 1.000 EA | 3735.37000 3735.37| 4725.00000 4725.00| 5193.04000 5193.04 DROP INLET DI-3B,L=10' | | | 0250 06835 4.000 EA | 3444.17000 13776.68| 4541.25000 18165.00| 5000.62000 20002.48 DROP INLET DI-3C,L=6' | | | 0260 09056 31.000 LF | 441.17000 13676.27| 834.75000 25877.25| 1005.81000 31180.11 MANHOLE MH-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -3 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 09057 5.000 EA | 327.02000 1635.10| 682.50000 3412.50| 807.81000 4039.05 FRAME & COVER MH-1 | | | 0280 09151 44.000 SY | 78.20000 3440.80| 145.95000 6421.80| 72.12000 3173.28 EROSION CONTROL STONE CLASS I, EC-1 | | | 0290 10121 136.000 TON | 28.12000 3824.32| 30.00000 4080.00| 31.72000 4313.92 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0300 10128 2160.000 TON | 28.12000 60739.20| 30.00000 64800.00| 32.03000 69184.80 AGGR. BASE MATL. TY. I NO. 21B | | | 0310 10497 32093.000 LB | 2.54000 81516.22| 2.52000 80874.36| 2.60000 83441.80 NS PAVEMENT PAVEMENT CRACK | | | SEALANT/FILLER TYPE B | | | 0320 10499 5796.000 SY | 11.00000 63756.00| 6.10000 35355.60| 16.00000 92736.00 NS PAVEMENT PAVEMENT REFLECTIVE CRACK | | | RELIEF INTERLAYER | | | 0330 10608 1279.000 TON | 83.36000 106617.44| 80.00000 102320.00| 81.93000 104788.47 ASPHALT CONCRETE TY. SM-12.5D | | | 0340 10610 1213.000 TON | 75.21000 91229.73| 77.00000 93401.00| 76.86000 93231.18 ASPHALT CONCRETE TY. IM-19.0A | | | 0350 10630 916.000 SY | 4.90000 4488.40| 3.00000 2748.00| 6.62000 6063.92 FLEXIBLE PAVEMENT PLANING | | | 0360 10643 3428.000 TON | 73.24000 251066.72| 77.00000 263956.00| 68.11000 233481.08 ASPHALT CONCRETE TY. BM-25.0D | | | 0370 11040 361.000 SY | 45.38000 16382.18| 45.15000 16299.15| 68.16000 24605.76 CONCRETE ENTRANCE PAVE. 7" | | | 0380 11070 121.000 LF | 2.64000 319.44| 1.60000 193.60| 1.62000 196.02 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FLEXIBLE (ASPHALT) | | | 0390 11070 2733.000 LF | 5.28000 14430.24| 4.55000 12435.15| 4.69000 12817.77 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | RIGID (CONCRETE) | | | 0400 12020 56.000 LF | 16.89000 945.84| 16.80000 940.80| 17.98000 1006.88 STD. CURB CG-2 | | | 0410 12022 115.000 LF | 16.89000 1942.35| 16.80000 1932.00| 18.52000 2129.80 RADIAL CURB CG-2 | | | 0420 12600 1396.000 LF | 19.00000 26524.00| 18.90000 26384.40| 16.63000 23215.48 STD. COMB. CURB & GUTTER CG-6 | | | 0430 12610 597.000 LF | 19.00000 11343.00| 18.90000 11283.30| 17.71000 10572.87 RADIAL COMB. CURB & GUTTER CG-6 | | | 0440 12725 50.000 LF | 19.00000 950.00| 18.90000 945.00| 17.71000 885.50 NS RADIAL COMB. CURB & GUTTER RADIAL | | | COMB. C & G MODIFIED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -4 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 12940 112.000 SY | 45.38000 5082.56| 45.15000 5056.80| 66.08000 7400.96 ENTRANCE GUTTER CG-9D | | | 0460 13108 6.000 SY | 474.95000 2849.70| 473.00000 2838.00| 538.54000 3231.24 CG-12 DETECTABLE WARNING SURFACE | | | 0470 13220 1175.000 SY | 30.61000 35966.75| 31.00000 36425.00| 41.85000 49173.75 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0480 14260 127.000 TON | 28.10000 3568.70| 40.00000 5080.00| 31.72000 4028.44 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0490 14506 2.000 EA | 1720.25000 3440.50| 1732.50000 3465.00| 5642.54000 11285.08 DI-PRECAST TOP (VARIOUS TYPES) | | | 0500 21020 340.000 SY | 59.11000 20097.40| 59.00000 20060.00| 74.16000 25214.40 MEDIAN STRIP MS-1 | | | 0510 21215 287.000 LF | 33.77000 9691.99| 34.00000 9758.00| 47.48000 13626.76 MEDIAN STRIP MS-2 | | | 0520 22643 30.000 LF | 52.77000 1583.10| 87.50000 2625.00| 43.08000 1292.40 FENCE FE-CL | | | 0530 24100 100.000 HR | 26.39000 2639.00| 25.00000 2500.00| 50.74000 5074.00 ALLAYING DUST | | | 0540 24152 3.000 EA | 158.32000 474.96| 280.00000 840.00| 376.98000 1130.94 TYPE III BARRICADE 8' | | | 0550 24160 630.000 SF | 42.22000 26598.60| 22.00000 13860.00| 32.51000 20481.30 CONSTRUCTION SIGNS | | | 0560 24278 35000.000 DAY | 0.32000 11200.00| 0.65000 22750.00| 0.90000 31500.00 GROUP 2 CHANNELIZING DEVICES | | | 0570 24279 350.000 HR | 5.28000 1848.00| 20.00000 7000.00| 32.83000 11490.50 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0580 24281 3000.000 HR | 1.58000 4740.00| 0.60000 1800.00| 2.15000 6450.00 ELECTRONIC ARROW | | | 0590 24282 300.000 HR | 26.38000 7914.00| 22.00000 6600.00| 18.23000 5469.00 FLAGGER SERVICE | | | 0600 24286 135.000 EA | 78.10000 10543.50| 50.00000 6750.00| 48.47000 6543.45 FLEXIBLE POST DELINEATOR | | | 0610 24400 3.000 UNIT| 490.23000 1470.69| 2000.00000 6000.00| 269.27000 807.81 OBSCURING ROADWAY | | | 0620 24430 2551.000 SY | 3.92000 9999.92| 3.00000 7653.00| 4.76000 12142.76 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0630 24503 LUMP| 5065.63000 5065.63| 3650.00000 3650.00| 3181.68000 3181.68 NS REMOVE EXIST. REMOVE EXIST. SIGNAL | | | EQUIPMENT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -5 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 24801 1.000 EA | 834.82000 834.82| 1260.00000 1260.00| 807.81000 807.81 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET .. | | | 0650 24802 1.000 EA | 827.70000 827.70| 1575.00000 1575.00| 807.81000 807.81 NS REMOVE EXIST. MANHOLE REMOVE EXIST. | | | MANHOLE .. | | | 0660 24825 6.000 EA | 1824.02000 10944.12| 2728.50000 16371.00| 4057.34000 24344.04 NS MODIFY EXIST. MODIFY EXIST. DI | | | 0670 25505 19.000 MO | 2110.91000 40107.29| 1500.00000 28500.00| 1128.94000 21449.86 FIELD OFFICE TY.I | | | 0680 27022 1.000 ACRE| 7388.17000 7388.17| 19310.00000 19310.00| 4737.15000 4737.15 TOPSOIL CLASS B 2" | | | 0690 27102 205.000 LB | 27.44000 5625.20| 13.65000 2798.25| 37.70000 7728.50 REGULAR SEED | | | 0700 27103 94.000 LB | 21.11000 1984.34| 10.50000 987.00| 26.93000 2531.42 OVERSEEDING | | | 0710 27215 1.000 TON | 1319.32000 1319.32| 1310.00000 1310.00| 2154.15000 2154.15 FERTILIZER(15-30-15) | | | 0720 27250 2.000 TON | 369.41000 738.82| 367.50000 735.00| 538.54000 1077.08 LIME | | | 0730 27321 271.000 SY | 0.95000 257.45| 2.10000 569.10| 2.96000 802.16 PROTECTIVE COVERING EC-2 | | | 0740 27415 6.000 EA | 263.86000 1583.16| 500.00000 3000.00| 188.49000 1130.94 CHECK DAM(ROCK) TY. II | | | 0750 27422 1.000 EA | 336.22000 336.22| 2000.00000 2000.00| 538.54000 538.54 DEWATERING BASIN | | | 0760 27430 644.000 CY | 14.74000 9492.56| 20.00000 12880.00| 1.62000 1043.28 SILTATION CONTROL EXCAVATION | | | 0770 27440 100.000 HR | 63.33000 6333.00| 63.00000 6300.00| 80.78000 8078.00 MOWING | | | 0780 27450 5.000 EA | 263.86000 1319.30| 350.00000 1750.00| 151.58000 757.90 DROP INLET SILT TRAP, TYPE A | | | 0790 27460 21.000 EA | 211.09000 4432.89| 150.00000 3150.00| 168.54000 3539.34 DROP INLET SILT TRAP, TYPE B | | | 0800 27506 3490.000 LF | 2.11000 7363.90| 1.60000 5584.00| 1.36000 4746.40 TEMP. FILTER BARRIER | | | 0810 28811 3.000 CY | 36.94000 110.82| 52.50000 157.50| 53.85000 161.55 REMULCHING | | | 0820 28820 9.000 UNIT| 79.16000 712.44| 78.75000 708.75| 80.78000 727.02 WATERING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -6 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 38900 39.000 EA | 68.60000 2675.40| 131.25000 5118.75| 134.63000 5250.57 NS PLANT OR TREE PLANT OR TREE WHITE | | | FRINGE TREE; 4' HT. | | | 0840 38900 9.000 EA | 290.25000 2612.25| 315.00000 2835.00| 323.12000 2908.08 NS PLANT OR TREE PLANT OR TREE WILLOW | | | OAK SPECIMAN; 2.5" CAL. | | | 0850 38900 29.000 EA | 237.48000 6886.92| 262.50000 7612.50| 269.27000 7808.83 NS PLANT OR TREE PLANT OR TREE YOSHINO | | | JAPANESE CEDAR; 10' HT. | | | 0860 38902 9.000 LF | 26.39000 237.51| 105.00000 945.00| 107.71000 969.39 NS PIT PIT OVERSIZE PLANTING PIT | | | 0870 39009 5.000 UNIT| 5277.27000 26386.35| 525.00000 2625.00| 538.54000 2692.70 NS VEGETATION CONTROL VEGETATION | | | CONTROL .. | | | 0880 40002 119.000 LF | 24.76000 2946.44| 26.75000 3183.25| 77.47000 9218.93 3/4" WATER SERVICE LINE | | | 0890 40061 162.000 LF | 68.81000 11147.22| 123.85000 20063.70| 273.25000 44266.50 6" DI WATER MAIN | | | 0900 40906 30.000 LF | 93.78000 2813.40| 262.50000 7875.00| 323.12000 9693.60 6" OFFSET EXIST.PIPE | | | 0910 41006 1.000 EA | 843.12000 843.12| 1312.50000 1312.50| 1265.56000 1265.56 6" GATE VALVE & BOX | | | 0920 41104 13.000 EA | 266.37000 3462.81| 367.50000 4777.50| 807.81000 10501.53 ADJUST EXIST. VALVE BOX | | | 0930 41820 2.000 EA | 2603.93000 5207.86| 2808.75000 5617.50| 2504.20000 5008.40 FIRE HYDRANT | | | 0940 41840 1.000 EA | 535.89000 535.89| 1543.50000 1543.50| 1615.61000 1615.61 2" AIR RELEASE VALVE & BOX | | | 0950 41970 3.000 EA | 245.10000 735.30| 803.25000 2409.75| 753.95000 2261.85 5/8" WATER METER & BOX | | | 0960 41977 3.000 EA | 266.37000 799.11| 367.50000 1102.50| 700.10000 2100.30 ADJUST EXIST. WATER METER BOX | | | 0970 42082 256.000 LF | 157.21000 40245.76| 73.25000 18752.00| 170.18000 43566.08 8" DI SANITARY SEWER PIPE | | | 0980 42755 12.000 LF | 527.41000 6328.92| 840.00000 10080.00| 769.03000 9228.36 SANITARY SEWER MANHOLE | | | 0990 42764 2.000 EA | 1128.22000 2256.44| 824.25000 1648.50| 1077.07000 2154.14 MANHOLE FRAME & COVER F&C-1 | | | 1000 42765 2.000 EA | 263.87000 527.74| 393.75000 787.50| 915.51000 1831.02 ADJUST EXIST FRAME & COVER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -7 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 44301 1.000 EA | 263.86000 263.86| 367.50000 367.50| 807.81000 807.81 NS SEWER UTILITY SEWER UTILITY ADJUST | | | EXIST SEWER CLEANOUT | | | 1020 50108 170.000 SF | 26.39000 4486.30| 26.25000 4462.50| 23.70000 4029.00 SIGN PANEL | | | 1030 50759 1.000 EA | 184.70000 184.70| 184.00000 184.00| 134.63000 134.63 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1040 50860 1.000 EA | 79.16000 79.16| 79.00000 79.00| 134.63000 134.63 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 1050 50867 1.000 EA | 79.16000 79.16| 79.00000 79.00| 134.63000 134.63 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1060 50900 98.000 LF | 30.61000 2999.78| 30.50000 2989.00| 26.93000 2639.14 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | STEEL SIGN POST 2 1/2" | | | 1070 50900 63.000 LF | 30.61000 1928.43| 30.50000 1921.50| 26.93000 1696.59 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGN POST 2"X2" | | | 1080 51184 30.000 EA | 201.01000 6030.30| 384.00000 11520.00| 200.87000 6026.10 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1090 51234 14.000 CY | 1291.20000 18076.80| 1312.00000 18368.00| 1290.33000 18064.62 CONC. FOUND. SIGNAL POLE | | | 1100 51248 2.000 EA | 1193.12000 2386.24| 1050.00000 2100.00| 1192.32000 2384.64 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-4 | | | 1110 51398 1.000 EA | 6887.63000 6887.63| 8390.00000 8390.00| 6883.04000 6883.04 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 36' | | | 1120 51412 1.000 EA | 7816.15000 7816.15| 11550.00000 11550.00| 7810.94000 7810.94 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 50' | | | 1130 51424 1.000 EA | 9885.51000 9885.51| 14070.00000 14070.00| 9878.92000 9878.92 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 62' | | | 1140 51425 1.000 EA | 9552.47000 9552.47| 12075.00000 12075.00| 9546.11000 9546.11 NS SIGNAL POLE SIGNAL POLE SIG.POLE | | | MP-1 42' COMB.LUMIN.ONE ARM 52' | | | 1150 51540 4.000 EA | 557.22000 2228.88| 420.00000 1680.00| 556.85000 2227.40 LOOP DETECTOR AMPLIFIER | | | 1160 51601 1445.000 LF | 0.88000 1271.60| 2.10000 3034.50| 0.88000 1271.60 14/3 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -8 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 51603 1535.000 LF | 1.23000 1888.05| 2.10000 3223.50| 1.23000 1888.05 14/5 CONDUCTOR CABLE | | | 1180 51607 1950.000 LF | 1.41000 2749.50| 2.40000 4680.00| 1.41000 2749.50 14/7 CONDUCTOR CABLE | | | 1190 51609 510.000 LF | 2.96000 1509.60| 2.63000 1341.30| 2.96000 1509.60 14/9 CONDUCTOR CABLE | | | 1200 51614 925.000 LF | 0.86000 795.50| 1.05000 971.25| 0.86000 795.50 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | 1210 51614 925.000 LF | 1.11000 1026.75| 1.05000 971.25| 1.11000 1026.75 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL CABLE | | | 1220 51614 940.000 LF | 0.98000 921.20| 1.05000 987.00| 0.98000 921.20 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPT CABLE | | | 1230 51614 815.000 LF | 1.42000 1157.30| 3.68000 2999.20| 1.42000 1157.30 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | RELOCATE AERIAL CABLE | | | 1240 51614 995.000 LF | 0.54000 537.30| 1.05000 1044.75| 0.54000 537.30 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | REMOVE-DISPOSE AERIAL CABLE | | | 1250 51614 120.000 LF | 9.52000 1142.40| 10.50000 1260.00| 9.51000 1141.20 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | SURVEILLANCE CABLE | | | 1260 51615 380.000 LF | 0.75000 285.00| 1.05000 399.00| 0.75000 285.00 14/1 ENCLOSED COND. CABLE | | | 1270 51700 2590.000 LF | 1.06000 2745.40| 1.32000 3418.80| 1.06000 2745.40 14/2 CONDUCTOR CABLE SHIELDED | | | 1280 51728 1565.000 LF | 3.56000 5571.40| 2.73000 4272.45| 3.55000 5555.75 SPAN WIRE 1/4" | | | 1290 51800 8.000 EA | 319.03000 2552.24| 210.00000 1680.00| 318.81000 2550.48 PEDESTRIAN PUSHBUTTON | | | 1300 51830 10.000 EA | 156.28000 1562.80| 210.00000 2100.00| 156.18000 1561.80 HANGER ASSEMBLY SM-3, ONE WAY | | | 1310 51839 4.000 EA | 208.02000 832.08| 210.00000 840.00| 207.88000 831.52 HANGER ASSEMBLY SMB-3, TWO WAY | | | 1320 51910 140.000 LF | 12.39000 1734.60| 9.45000 1323.00| 12.39000 1734.60 SAW CUT | | | 1330 51955 LUMP| 8391.69000 8391.69| 4200.00000 4200.00| 8386.10000 8386.10 TEMPORARY TRAFFIC CONTROL SIGNAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -9 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 51963 9.000 EA | 99.16000 892.44| 79.00000 711.00| 99.09000 891.81 NS REMOVE REMOVE REMOVE-DISPOSE OF SIGN | | | STRUCT. TY. SMP | | | 1350 51963 2.000 EA | 99.16000 198.32| 105.00000 210.00| 99.09000 198.18 NS REMOVE REMOVE REMOVE-DISPOSE OF SIGN | | | STRUCT. TY. USP | | | 1360 51963 7.000 EA | 99.16000 694.12| 79.00000 553.00| 99.09000 693.63 NS REMOVE REMOVE REMOVE-DISPOSE SIGN | | | PANEL TY. SP-1 | | | 1370 52002 1.000 EA | 19263.37000 19263.37| 16012.00000 16012.00| 19250.55000 19250.55 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER | | | 1380 52002 1.000 EA | 7892.67000 7892.67| 6510.00000 6510.00| 7887.41000 7887.41 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPT, | | | 4-WAY | | | 1390 52002 1.000 EA | 12280.37000 12280.37| 11025.00000 11025.00| 12272.18000 12272.18 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | EQUIPMENT | | | 1400 52002 4.000 EA | 1748.18000 6992.72| 1838.00000 7352.00| 1747.01000 6988.04 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION CAMERA | | | 1410 52404 8.000 EA | 496.86000 3974.88| 735.00000 5880.00| 518.07000 4144.56 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1420 52424 1.000 EA | 757.69000 757.69| 1050.00000 1050.00| 757.18000 757.18 ELECTRICAL SERVICE SE-3 TYPE A | | | 1430 54032 5610.000 LF | 0.51000 2861.10| 0.40000 2244.00| 0.41000 2300.10 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1440 54040 690.000 LF | 1.48000 1021.20| 1.30000 897.00| 1.35000 931.50 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 1450 54042 670.000 LF | 2.21000 1480.70| 3.15000 2110.50| 3.23000 2164.10 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1460 54105 10017.000 LF | 0.74000 7412.58| 0.45000 4507.65| 0.43000 4307.31 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1470 54217 124.000 EA | 23.22000 2879.28| 26.25000 3255.00| 26.93000 3339.32 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1480 54240 585.000 EA | 4.22000 2468.70| 5.25000 3071.25| 5.39000 3153.15 TEMP. PAVE. MARKER 1 WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -10 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 54242 45.000 EA | 4.49000 202.05| 5.25000 236.25| 5.39000 242.55 TEMP. PAVE. MARKER 2 WAY | | | 1500 54300 12.000 EA | 68.60000 823.20| 89.25000 1071.00| 91.55000 1098.60 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1510 54400 6.000 EA | 63.33000 379.98| 89.25000 535.50| 91.55000 549.30 PAVEMENT MESSAGE MARK. "ONLY" | | | 1520 54512 23409.000 LF | 1.36000 31836.24| 0.80000 18727.20| 0.83000 19429.47 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 1530 55080 160.000 LF | 0.96000 153.60| 1.05000 168.00| 0.96000 153.60 8 CONDUCTOR CABLE | | | 1540 55344 1.000 EA | 1860.27000 1860.27| 945.00000 945.00| 1859.03000 1859.03 ELECT. SERVICE SE-7 TYPE A | | | 1550 56006 9.000 EA | 807.27000 7265.43| 840.00000 7560.00| 806.73000 7260.57 JUNCTION BOX JB-3A, 3B OR 3C | | | 1560 56010 8.000 EA | 1058.39000 8467.12| 998.00000 7984.00| 1057.69000 8461.52 JUNCTION BOX JB-5A 5B OR 5C | | | 1570 56014 10.000 EA | 133.65000 1336.50| 105.00000 1050.00| 133.56000 1335.60 ELECT. SER. GRD. ELECTRODE(10') | | | 1580 56021 45.000 LF | 4.69000 211.05| 1.05000 47.25| 4.69000 211.05 1" PVC CONDUIT | | | 1590 56030 110.000 LF | 3.45000 379.50| 8.40000 924.00| 3.45000 379.50 2" CONDUIT | | | 1600 56032 35.000 LF | 15.41000 539.35| 8.40000 294.00| 15.40000 539.00 2" METAL CONDUIT | | | 1610 56034 45.000 LF | 6.20000 279.00| 7.35000 330.75| 6.19000 278.55 3" CONDUIT | | | 1620 56038 985.000 LF | 4.85000 4777.25| 8.40000 8274.00| 4.85000 4777.25 4" CONDUIT | | | 1630 56040 715.000 LF | 23.71000 16952.65| 21.00000 15015.00| 23.70000 16945.50 4" METAL CONDUIT | | | 1640 56050 45.000 LF | 39.88000 1794.60| 21.00000 945.00| 39.85000 1793.25 BORED CONDUIT 2" | | | 1650 56200 1760.000 LF | 3.88000 6828.80| 2.10000 3696.00| 3.88000 6828.80 TRENCH EXCAVATION ECI-1 | | | 1660 56205 4.000 EA | 840.68000 3362.72| 1102.00000 4408.00| 840.12000 3360.48 TEST BORE | | | 1670 59000 4.000 EA | 616.50000 2466.00| 551.00000 2204.00| 616.09000 2464.36 NS LIGHTING LIGHTING LUMINAIRE ARM 10' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B09 -11 TABULATION OF BIDS CALL ORDER : B09 CONTRACT ID : C00052150C01 COUNTIES : NORFOLK LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) W488 |( 2 ) C034 |( 3 ) B850 |E. V. WILLIAMS, INC. |CONTRACTORS PAVING COMPANY, |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1680 59050 2.000 EA | 550.75000 1101.50| 892.00000 1784.00| 550.38000 1100.76 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. AERIAL SPLICE ENCLOSURE | | | 1690 59050 5.000 EA | 65.75000 328.75| 36.75000 183.75| 65.70000 328.50 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC PIGTAILS | | | 1700 59050 74.000 EA | 64.67000 4785.58| 31.50000 2331.00| 64.62000 4781.88 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC SPLICE | | | 1710 59050 1.000 EA | 3398.27000 3398.27| 3150.00000 3150.00| 3396.01000 3396.01 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER SPLICE CABINET | | | 1720 59050 1.000 EA | 4787.56000 4787.56| 4725.00000 4725.00| 4784.36000 4784.36 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. SURVEILLANCE CAMERA | | | 1730 59050 1.000 EA | 3391.28000 3391.28| 3050.00000 3050.00| 3389.01000 3389.01 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. VIDEO OPTICAL TRANSMITTER / | | | RECEIVER | | | 1740 59071 2830.000 LF | 2.59000 7329.70| 4.70000 13301.00| 2.58000 7301.40 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. 12 SINGLE MODE FIBER OPTIC | | | CABLE | | | SECTION TOTALS | $ 1,988,422.75| $ 1,993,327.01| $ 2,173,901.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,988,422.75| $ 1,993,327.01| $ 2,173,901.99 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -1 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/11/11 COMPLETION DATE PROJECT(S) : (FO)6460-013-F16,C503 FED # APD-0460-1(009) (FO)6460-013-F16,C503 FED # APD-0460-1(009) (FO)6460-013-F16,C503 FED # APD-0460-1(009) CONTRACT DESCRIPTION: 1.353 KM GR.,DR.,ASP.PAVE.,UTIL.,SIG. & UTIL. FROM: 0.60 KM S. EXIST. RTE. 460 AND RTE. 615 INT. TO: 0.60 KM S. EXIST. RTE. 460 AND RTE. 83 INT. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B975 BIZZACK CONSTRUCTION, LLC $ 36,287,525.15 100.0000% 2 K108 KANAWHA STONE COMPANY, INC. $ 46,193,729.54 127.2992% 3 V004 VECELLIO & GROGAN, INC. $ 46,675,910.06 128.6280% 4 E009 W. C. ENGLISH, INCORPORATED $ 49,472,964.25 136.3360% 5 W276 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 53,703,160.05 147.9934% ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, 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| 1000000.00000 1000000.00| 545072.00000 545072.00| 1036000.00000 1036000.00 MOBILIZATION | | | 0020 00101 LUMP| 440000.00000 440000.00| 510000.00000 510000.00| 280000.00000 280000.00 CONSTRUCTION SURVEYING | | | 0030 00110 21.000 LS | 829000.00000 829000.00| 514474.86000 514474.86| 615000.00000 615000.00 CLEARING AND GRUBBING | | | 0040 00118 35600.000 CU M| 5.00000 178000.00| 6.95000 247420.00| 12.00000 427200.00 NS EXCAVATION EXCAVATION UNDERCUT | | | EXCAVATION | | | 0050 00120 2826771.000 CU M| 9.22000 26062828.62| 12.31000 34797551.01| 11.50000 32507866.50 REGULAR EXCAVATION | | | 0060 00211 459.000 CU M| 20.00000 9180.00| 7.07000 3245.13| 9.00000 4131.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -2 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00215 44845.000 CU M| 4.35000 195075.75| 11.70000 524686.50| 16.50000 739942.50 SEDIMENT BASIN EXCAV. | | | 0080 00355 1500.000 SQ M| 2.23000 3345.00| 1.55000 2325.00| 2.00000 3000.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0090 00505 92.000 MTON| 38.20000 3514.40| 32.16000 2958.72| 67.00000 6164.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0100 00525 60.000 CU M| 975.00000 58500.00| 1154.37000 69262.20| 2000.00000 120000.00 CONCRETE CLASS 20 MISC. | | | 0110 00529 11.000 CU M| 300.00000 3300.00| 550.66000 6057.26| 218.00000 2398.00 FLOWABLE BACKFILL | | | 0120 00580 230.000 M | 58.16000 13376.80| 65.62000 15092.60| 64.00000 14720.00 UNDERDRAIN UD-1 | | | 0130 00588 1882.000 M | 22.95000 43191.90| 21.28000 40048.96| 29.00000 54578.00 UNDERDRAIN UD-4 | | | 0140 00592 27.000 M | 65.19000 1760.13| 36.86000 995.22| 41.00000 1107.00 COMB. UNDERDRAIN CD-1&2 | | | 0150 00595 670.000 M | 60.00000 40200.00| 38.30000 25661.00| 42.00000 28140.00 OUTLET PIPE | | | 0160 00596 42.000 EA | 520.00000 21840.00| 264.38000 11103.96| 443.00000 18606.00 ENDWALL EW-12 | | | 0170 01152 720.000 M | 175.12000 126086.40| 219.70000 158184.00| 245.00000 176400.00 375 MM CONC. PIPE | | | 0180 01182 345.000 M | 219.16000 75610.20| 236.99000 81761.55| 325.00000 112125.00 450 MM CONC. PIPE | | | 0190 01242 311.000 M | 276.23000 85907.53| 318.13000 98938.43| 322.00000 100142.00 600 MM CONC. PIPE | | | 0200 01302 174.000 M | 355.46000 61850.04| 420.82000 73222.68| 434.00000 75516.00 750 MM CONC. PIPE | | | 0210 01362 58.000 M | 482.71000 27997.18| 671.64000 38955.12| 473.00000 27434.00 900 MM CONC. PIPE | | | 0220 01722 52.000 M | 1610.00000 83720.00| 1473.49000 76621.48| 1662.00000 86424.00 1800 MM CONC. PIPE | | | 0230 02090 35.000 M | 371.65000 13007.75| 449.12000 15719.20| 749.00000 26215.00 NS PIPE PIPE 1375MM | | | 0240 02090 3.000 M | 129.00000 387.00| 182.28000 546.84| 217.00000 651.00 NS PIPE PIPE 375MM (TEMP.) | | | 0250 02090 12.000 M | 85.50000 1026.00| 181.41000 2176.92| 211.00000 2532.00 NS PIPE PIPE 450MM (TEMP.) | | | 0260 02090 333.000 M | 89.00000 29637.00| 179.31000 59710.23| 166.00000 55278.00 NS PIPE PIPE 600MM (TEMP.) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -3 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 02090 189.000 M | 104.00000 19656.00| 300.47000 56788.83| 199.00000 37611.00 NS PIPE PIPE 750MM (TEMP.) | | | 0280 02090 17.000 M | 137.00000 2329.00| 270.25000 4594.25| 358.00000 6086.00 NS PIPE PIPE CMP 750MM | | | 0290 02090 16.000 M | 183.00000 2928.00| 214.32000 3429.12| 233.00000 3728.00 NS PIPE PIPE HDPE DIVERSION PIPE 750M | | | 0300 02090 1905.000 M | 29.88000 56921.40| 18.60000 35433.00| 36.00000 68580.00 NS PIPE PIPE PERFORATED 150MM | | | 0310 02090 2.000 M | 2600.00000 5200.00| 3029.04000 6058.08| 4300.00000 8600.00 NS PIPE PIPE TEMP. RISER PIPE 530MM | | | 0320 02092 16.000 EA | 100.00000 1600.00| 577.56000 9240.96| 795.00000 12720.00 NS SPEC. DES. SPEC. DES. SETTLEMENT | | | MONITORING MONUMENT | | | 0330 02092 2.000 EA | 13900.00000 27800.00| 18208.46000 36416.92| 22800.00000 45600.00 NS SPEC. DES. SPEC. DES. WATER QUALITY | | | STRUCTURE | | | 0340 02110 2000.000 SQ M| 45.00000 90000.00| 78.84000 157680.00| 64.00000 128000.00 NS DRAINAGE DRAINAGE SEEPAGE BLANKET | | | 0350 06181 2.000 EA | 450.00000 900.00| 1033.14000 2066.28| 884.00000 1768.00 450 MM END SECTION ES-1 | | | 0360 06815 2.000 EA | 2800.00000 5600.00| 2365.41000 4730.82| 3300.00000 6600.00 DROP INLET DI-3A | | | 0370 06817 9.000 EA | 3000.00000 27000.00| 2618.34000 23565.06| 3700.00000 33300.00 DROP INLET DI-3B, L= 1.2 M | | | 0380 06818 7.000 EA | 3100.00000 21700.00| 2840.99000 19886.93| 3800.00000 26600.00 DROP INLET DI-3B, L= 1.8 M | | | 0390 06819 8.000 EA | 3400.00000 27200.00| 3091.93000 24735.44| 4100.00000 32800.00 DROP INLET DI-3B, L= 2.4 M | | | 0400 06820 5.000 EA | 3600.00000 18000.00| 3324.92000 16624.60| 4400.00000 22000.00 DROP INLET DI-3B, L= 3.0 M | | | 0410 06827 1.000 EA | 4500.00000 4500.00| 5827.41000 5827.41| 5900.00000 5900.00 DROP INLET DI-3BB, L= 1.8 M | | | 0420 06828 1.000 EA | 4300.00000 4300.00| 5407.36000 5407.36| 6000.00000 6000.00 DROP INLET DI-3BB, L= 2.4 M | | | 0430 06829 1.000 EA | 4500.00000 4500.00| 5851.58000 5851.58| 6900.00000 6900.00 DROP INLET DI-3BB, L= 3.0 M | | | 0440 06835 2.000 EA | 3300.00000 6600.00| 2751.08000 5502.16| 3700.00000 7400.00 DROP INLET DI-3C, L= 1.8 M | | | 0450 06843 2.000 EA | 3900.00000 7800.00| 5089.15000 10178.30| 5600.00000 11200.00 DROP INLET DI-3CC, L= 1.8 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -4 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 07126 1.000 EA | 7000.00000 7000.00| 10483.77000 10483.77| 8100.00000 8100.00 DROP INLET DI-4BB, L= 1.8 M | | | 0470 07128 1.000 EA | 5300.00000 5300.00| 6639.46000 6639.46| 7500.00000 7500.00 DROP INLET DI-4BB, L= 2.4 M | | | 0480 07506 5.000 EA | 3000.00000 15000.00| 2749.59000 13747.95| 4700.00000 23500.00 DROP INLET DI-5 | | | 0490 07508 18.000 EA | 3200.00000 57600.00| 3266.27000 58792.86| 4600.00000 82800.00 DROP INLET DI-7 | | | 0500 09056 25.000 M | 1600.00000 40000.00| 1925.96000 48149.00| 2200.00000 55000.00 MANHOLE MH-1 OR 2 | | | 0510 09057 4.000 EA | 500.00000 2000.00| 366.28000 1465.12| 360.00000 1440.00 FRAME & COVER MH-1 | | | 0520 09148 20.000 MTON| 37.27000 745.40| 48.18000 963.60| 200.00000 4000.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0530 09150 175.000 MTON| 40.00000 7000.00| 35.90000 6282.50| 65.00000 11375.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0540 09152 228.000 MTON| 40.00000 9120.00| 33.24000 7578.72| 60.00000 13680.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0550 09155 2400.000 CU M| 195.00000 468000.00| 195.41000 468984.00| 275.00000 660000.00 GABIONS | | | 0560 09185 76.000 SQ M| 73.00000 5548.00| 81.75000 6213.00| 85.00000 6460.00 PAVED DITCH PG-2A | | | 0570 09250 8.000 EA | 500.00000 4000.00| 5997.31000 47978.48| 1565.00000 12520.00 SLOPE DRAIN | | | 0580 10065 5210.000 MTON| 22.10000 115141.00| 24.44000 127332.40| 26.00000 135460.00 AGGR. MATL. NO. 1 | | | 0590 10128 20189.000 MTON| 22.10000 446176.90| 25.13000 507349.57| 25.00000 504725.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0600 10250 8200.000 MTON| 27.54000 225828.00| 19.09000 156538.00| 33.00000 270600.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0610 10607 2486.000 MTON| 138.86000 345205.96| 146.37000 363875.82| 158.00000 392788.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0620 10610 3193.000 MTON| 111.86000 357168.98| 117.91000 376486.63| 127.00000 405511.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0630 10642 9935.000 MTON| 104.86000 1041784.10| 110.73000 1100102.55| 119.00000 1182265.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0640 12311 74.000 M | 26.00000 1924.00| 27.41000 2028.34| 29.50000 2183.00 ASPHALT CONCRETE CURB MC-3 | | | 0650 12600 2790.000 M | 59.00000 164610.00| 74.38000 207520.20| 75.00000 209250.00 STD. COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -5 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 12610 395.000 M | 60.00000 23700.00| 75.44000 29798.80| 76.00000 30020.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0670 13108 19.000 SQ M| 500.00000 9500.00| 527.03000 10013.57| 556.00000 10564.00 CG-12 DETECTABLE WARNING SURFACE | | | 0680 13212 180.000 EA | 110.00000 19800.00| 109.79000 19762.20| 117.00000 21060.00 R/W MONUMENT RM-2 | | | 0690 13220 1405.000 SQ M| 48.00000 67440.00| 62.80000 88234.00| 56.00000 78680.00 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0700 13232 10954.000 SQ M| 1.88000 20593.52| 1.69000 18512.26| 3.60000 39434.40 GEOTEXTILE DRAINAGE FABRIC | | | 0710 13345 4.000 EA | 2500.00000 10000.00| 2629.87000 10519.48| 2860.00000 11440.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0720 13351 1076.000 M | 60.00000 64560.00| 53.76000 57845.76| 68.00000 73168.00 GUARDRAIL GR-8 | | | 0730 13361 65.000 M | 68.00000 4420.00| 65.88000 4282.20| 78.00000 5070.00 RADIAL GUARDRAIL GR-8 | | | 0740 13383 2.000 EA | 1850.00000 3700.00| 1686.49000 3372.98| 2200.00000 4400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0750 13502 147.000 SQ M| 120.00000 17640.00| 126.49000 18594.03| 134.00000 19698.00 SIGN ISLAND SI-2 | | | 0760 13570 212.000 SQ M| 940.00000 199280.00| 1812.98000 384351.76| 1915.00000 405980.00 NS RETAINING WALL RETAINING WALL | | | SOLDIER PILE RETAININGWALL | | | 0770 13605 16.000 EA | 1000.00000 16000.00| 1686.49000 26983.84| 4350.00000 69600.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 70 | | | KM/H MAX) | | | 0780 21110 1150.000 SQ M| 78.00000 89700.00| 85.57000 98405.50| 86.00000 98900.00 MEDIAN STRIP MS-1A | | | 0790 21215 222.000 M | 171.00000 37962.00| 130.51000 28973.22| 124.00000 27528.00 MEDIAN STRIP MS-2 | | | 0800 23600 4021.000 M | 20.00000 80420.00| 29.99000 120589.79| 45.00000 180945.00 NS FENCE FENCE MODIFIED SILT FENCE | | | 0810 24152 16.000 EA | 165.00000 2640.00| 316.22000 5059.52| 395.00000 6320.00 TYPE III BARRICADE 2.4 M | | | 0820 24160 67.000 SQ M| 145.13000 9723.71| 158.11000 10593.37| 175.00000 11725.00 CONSTRUCTION SIGNS | | | 0830 24278 33000.000 DAY | 0.65000 21450.00| 1.05000 34650.00| 0.30000 9900.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -6 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 24281 15000.000 HR | 0.01000 150.00| 1.58000 23700.00| 3.50000 52500.00 ELECTRONIC ARROW | | | 0850 24282 5000.000 HR | 26.47000 132350.00| 18.76000 93800.00| 25.00000 125000.00 FLAGGER SERVICE | | | 0860 24290 1830.000 M | 38.47000 70400.10| 99.81000 182652.30| 105.00000 192150.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0870 24400 10.000 UNIT| 300.00000 3000.00| 1166.40000 11664.00| 73.00000 730.00 OBSCURING ROADWAY | | | 0880 24430 6788.000 SQ M| 4.15000 28170.20| 3.66000 24844.08| 2.50000 16970.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0890 24502 18.000 EA | 500.00000 9000.00| 942.23000 16960.14| 1600.00000 28800.00 NS REMOVE EXIST. REMOVE EXIST. DRAINAGE | | | STRUCTURE | | | 0900 25505 36.000 MO | 1800.00000 64800.00| 1618.42000 58263.12| 2300.00000 82800.00 FIELD OFFICE TY.I | | | 0910 25561 5.000 DAY | 8000.00000 40000.00| 4415.83000 22079.15| 2385.00000 11925.00 FORMAL PARTNERING | | | 0920 25570 LUMP| 6000.00000 6000.00| 6998.55000 6998.55| 35000.00000 35000.00 NS CONTRACT CONTRACT BASELINE PROGRESS | | | SCHEDULE | | | 0930 25572 36.000 EA | 1600.00000 57600.00| 777.62000 27994.32| 1550.00000 55800.00 NS CONTRACT CONTRACT MONTHLY SCHEDULE | | | UPDATES | | | 0940 26119 7489.000 MTON| 0.01000 74.89| 24.65000 184603.85| 46.00000 344494.00 DRY RIPRAP CL. I 450 MM | | | 0950 26225 16010.000 MTON| 0.01000 160.10| 23.85000 381838.50| 48.00000 768480.00 DRY RIPRAP CL. II 600 MM | | | 0960 26267 82.000 MTON| 45.00000 3690.00| 36.14000 2963.48| 103.00000 8446.00 DRY RIPRAP CL. III 1350 MM | | | 0970 26271 14122.000 MTON| 3.00000 42366.00| 25.97000 366748.34| 11.00000 155342.00 NS DRY RIPRAP DRY RIPRAP ROCK CORE | | | UNDERDRAIN | | | 0980 27022 5.000 HA | 7700.00000 38500.00| 12194.90000 60974.50| 8300.00000 41500.00 TOPSOIL CL. B 50 MM | | | 0990 27102 6229.000 KG | 27.50000 171297.50| 28.99000 180578.71| 31.50000 196213.50 REGULAR SEED | | | 1000 27103 3893.000 KG | 4.00000 15572.00| 4.22000 16428.46| 4.50000 17518.50 OVERSEEDING | | | 1010 27104 799.000 KG | 50.00000 39950.00| 52.70000 42107.30| 57.00000 45543.00 LEGUME SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -7 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 27105 500.000 KG | 33.00000 16500.00| 34.78000 17390.00| 38.00000 19000.00 LEGUME OVERSEEDING | | | 1030 27215 26.000 MTON| 350.00000 9100.00| 368.92000 9591.92| 400.00000 10400.00 FERTILIZER(15-30-15) | | | 1040 27250 190.000 MTON| 25.00000 4750.00| 26.35000 5006.50| 29.00000 5510.00 LIME | | | 1050 27321 1722.000 SQ M| 1.55000 2669.10| 1.63000 2806.86| 1.80000 3099.60 PROTECTIVE COVERING EC-2 | | | 1060 27326 5809.000 SQ M| 5.00000 29045.00| 5.27000 30613.43| 5.80000 33692.20 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1070 27410 1.000 EA | 330.00000 330.00| 759.95000 759.95| 1410.00000 1410.00 CHECK DAM, ROCK TY. I | | | 1080 27415 56.000 EA | 165.00000 9240.00| 244.87000 13712.72| 1220.00000 68320.00 CHECK DAM(ROCK) TY. II | | | 1090 27422 6.000 EA | 600.00000 3600.00| 587.84000 3527.04| 400.00000 2400.00 DEWATERING BASIN | | | 1100 27430 11802.000 CU M| 9.29000 109640.58| 5.12000 60426.24| 15.00000 177030.00 SILTATION CONTROL EXCAVATION | | | 1110 27450 23.000 EA | 385.00000 8855.00| 408.90000 9404.70| 320.00000 7360.00 DROP INLET SILT TRAP, TYPE A | | | 1120 27460 41.000 EA | 185.00000 7585.00| 408.90000 16764.90| 329.00000 13489.00 DROP INLET SILT TRAP, TYPE B | | | 1130 27500 7343.000 SQ M| 2.23000 16374.89| 1.75000 12850.25| 2.10000 15420.30 GEOTEXTILE FABRIC | | | 1140 27505 1480.000 M | 13.12000 19417.60| 8.15000 12062.00| 20.00000 29600.00 TEMP. SILT FENCE | | | 1150 27510 1.000 EA | 20000.00000 20000.00| 10041.85000 10041.85| 278659.77000 278659.77 COFFERDAMS | | | 1160 27574 5.000 M | 1100.00000 5500.00| 2324.82000 11624.10| 3100.00000 15500.00 TEMP. SEDIMENT RISER PIPE 1200 MM | | | 1170 27578 4.000 M | 1800.00000 7200.00| 805.98000 3223.92| 4300.00000 17200.00 TEMP. SEDIMENT RISER PIPE 1500 MM | | | 1180 40002 5.000 M | 160.00000 800.00| 230.68000 1153.40| 58.00000 290.00 20 MM WATER SERVICE LINE | | | 1190 40061 8.000 M | 230.00000 1840.00| 401.23000 3209.84| 194.00000 1552.00 150 MM DI WATER MAIN | | | 1200 40101 528.000 M | 225.00000 118800.00| 210.06000 110911.68| 371.00000 195888.00 250 MM DI WATER MAIN | | | 1210 40910 10.000 M | 300.00000 3000.00| 600.39000 6003.90| 869.00000 8690.00 250 MM OFFSET EXIST. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -8 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 41006 1.000 EA | 1150.00000 1150.00| 1349.46000 1349.46| 1854.00000 1854.00 150 MM GATE VALVE & BOX | | | 1230 41010 8.000 EA | 1700.00000 13600.00| 2454.30000 19634.40| 3129.00000 25032.00 250 MM GATE VALVE & BOX | | | 1240 41820 1.000 EA | 3300.00000 3300.00| 2568.88000 2568.88| 4635.00000 4635.00 FIRE HYDRANT | | | 1250 41835 5.000 EA | 2200.00000 11000.00| 2514.79000 12573.95| 3476.00000 17380.00 25 MM AIR RELEASE VALVE & MANHOLE | | | 1260 41976 1.000 EA | 750.00000 750.00| 988.30000 988.30| 1159.00000 1159.00 RELOC. EXIST. WATER METER & BOX | | | 1270 41977 1.000 EA | 600.00000 600.00| 1302.36000 1302.36| 579.00000 579.00 ADJUST EXIST. WATER METER BOX | | | 1280 42040 9.000 M | 235.00000 2115.00| 316.66000 2849.94| 116.00000 1044.00 100 MM SAN. SEWER PIPE | | | 1290 42082 16.000 M | 290.00000 4640.00| 391.82000 6269.12| 319.00000 5104.00 200 MM DI SAN. SEWER PIPE | | | 1300 42755 4.000 M | 2450.00000 9800.00| 996.55000 3986.20| 1738.00000 6952.00 SANITARY SEWER MANHOLE | | | 1310 42764 2.000 EA | 400.00000 800.00| 366.28000 732.56| 1159.00000 2318.00 MANHOLE FRAME & COVER F&C-1 | | | 1320 42771 3.000 M | 2540.00000 7620.00| 1992.74000 5978.22| 1738.00000 5214.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1330 42845 1.000 EA | 500.00000 500.00| 785.29000 785.29| 579.00000 579.00 100 MM SEWER CLEANOUT | | | 1340 45505 1.000 EA | 1500.00000 1500.00| 1360.95000 1360.95| 3766.00000 3766.00 CONNECT TO EXIST. A/C PIPE | | | 1350 45506 35.000 M | 67.00000 2345.00| 316.22000 11067.70| 2718.00000 95130.00 REMOVE EXIST. A/C PIPE | | | 1360 50108 50.000 SQ M| 215.00000 10750.00| 796.02000 39801.00| 841.00000 42050.00 SIGN PANEL | | | 1370 50900 89.000 M | 50.00000 4450.00| 98.17000 8737.13| 104.00000 9256.00 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 50MM X 50MM | | | 1380 50900 78.000 M | 55.00000 4290.00| 135.18000 10544.04| 143.00000 11154.00 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 63MM X 63MM | | | 1390 50902 2.000 EA | 50.00000 100.00| 244.54000 489.08| 258.00000 516.00 NS TRAFFIC SIGN TRAFFIC SIGN REM./DISP. | | | EXIST. SIGNPANEL TY SP-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -9 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 51030 1.000 EA | 13050.00000 13050.00| 13755.45000 13755.45| 14800.00000 14800.00 CONTROLLER | | | 1410 51184 24.000 EA | 200.00000 4800.00| 210.81000 5059.44| 227.00000 5448.00 TRAFFIC SIGNAL HEAD SECTION 305 MM LED | | | 1420 51210 1.000 EA | 500.00000 500.00| 527.03000 527.03| 568.00000 568.00 PEDESTAL POLE PF-2 3 M | | | 1430 51220 1.000 EA | 200.00000 200.00| 210.81000 210.81| 227.00000 227.00 PEDESTAL POLE PF-3 1.5 M | | | 1440 51234 9.000 CU M| 1000.00000 9000.00| 1054.06000 9486.54| 1135.00000 10215.00 CONC. FOUND. SIGNAL POLE | | | 1450 51240 1.000 EA | 400.00000 400.00| 421.62000 421.62| 454.00000 454.00 CONCRETE FOUNDATION PF-2 | | | 1460 51244 1.000 EA | 200.00000 200.00| 210.81000 210.81| 227.00000 227.00 CONCRETE FOUNDATION PF-3 | | | 1470 51248 1.000 EA | 1200.00000 1200.00| 1264.87000 1264.87| 1363.00000 1363.00 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-4 | | | 1480 51425 1.000 EA | 7000.00000 7000.00| 7378.40000 7378.40| 7948.00000 7948.00 NS SIGNAL PLOE SIGNAL POLE MP-1 COMB. | | | LUMIN. ONE ARM 10.5M | | | 1490 51425 1.000 EA | 9300.00000 9300.00| 9802.73000 9802.73| 10560.00000 10560.00 NS SIGNAL PLOE SIGNAL POLE MP-1 COMB. | | | LUMIN. TWO ARMS 12M & 14.5M | | | 1500 51541 3.000 EA | 5200.00000 15600.00| 5481.10000 16443.30| 5905.00000 17715.00 NS DETECTOR DETECTOR VIDEO DETECTION | | | CAMERA | | | 1510 51541 1.000 EA | 5150.00000 5150.00| 5428.40000 5428.40| 5848.00000 5848.00 NS DETECTOR DETECTOR VIDEO DETECTION | | | EQUIP. | | | 1520 51601 75.000 M | 0.50000 37.50| 0.53000 39.75| 0.60000 45.00 14/3 CONDUCTOR CABLE | | | 1530 51602 400.000 M | 0.75000 300.00| 0.79000 316.00| 0.85000 340.00 14/4 CONDUCTOR CABLE | | | 1540 51607 80.000 M | 1.00000 80.00| 1.05000 84.00| 1.10000 88.00 14/7 CONDUCTOR CABLE | | | 1550 51614 165.000 M | 2.00000 330.00| 2.11000 348.15| 2.30000 379.50 NS CONDUCTOR CABLE CONDUCTOR CABLE 18/6 | | | PAIR | | | 1560 51800 2.000 EA | 150.00000 300.00| 158.11000 316.22| 170.00000 340.00 PEDESTRIAN PUSHBUTTON | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -10 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 51830 8.000 EA | 175.00000 1400.00| 184.46000 1475.68| 199.00000 1592.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1580 51832 1.000 EA | 115.00000 115.00| 121.22000 121.22| 130.00000 130.00 HANGER ASSEMBLY SMB-1, ONE WAY | | | 1590 51838 2.000 EA | 156.00000 312.00| 164.44000 328.88| 177.00000 354.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1600 52002 3.000 EA | 500.00000 1500.00| 527.03000 1581.09| 568.00000 1704.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-3C | | | 1610 52002 1.000 EA | 700.00000 700.00| 737.84000 737.84| 795.00000 795.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-5C | | | 1620 52002 1.000 EA | 6335.00000 6335.00| 6677.45000 6677.45| 7193.00000 7193.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 1630 52002 6.000 EA | 300.00000 1800.00| 316.22000 1897.32| 341.00000 2046.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 1640 52002 1.000 EA | 2547.50000 2547.50| 2684.68000 2684.68| 2892.00000 2892.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 1650 52402 2.000 EA | 500.00000 1000.00| 527.03000 1054.06| 568.00000 1136.00 PEDESTRIAN SIGNAL HEAD SP-7 | | | 1660 52425 1.000 EA | 3500.00000 3500.00| 3689.20000 3689.20| 3974.00000 3974.00 ELECTRICAL SERVICE SE-3 TYPE B | | | 1670 54032 4549.000 M | 1.63000 7414.87| 4.22000 19196.78| 1.85000 8415.65 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1680 54100 6000.000 M | 5.12000 30720.00| 4.22000 25320.00| 5.79000 34740.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONSTR.P.M.(TY.D,CL I)150MM | | | 1690 54100 90.000 M | 18.04000 1623.60| 20.07000 1806.30| 21.77000 1959.30 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO. P.L.MARK. 300MM | | | 1700 54100 73.000 M | 34.44000 2514.12| 36.30000 2649.90| 43.55000 3179.15 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO. P.L.MARK. 600MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -11 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1710 54101 3.000 EA | 300.00000 900.00| 316.22000 948.66| 91.57000 274.71 NS PAVEMENT MARKING PAVEMENT MARKING | | | PAVE. MESS. MARKING MERGE ARROW | | | 1720 54105 6296.000 M | 2.70000 16999.20| 2.85000 17943.60| 2.42000 15236.32 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1730 54217 240.000 EA | 28.00000 6720.00| 31.62000 7588.80| 28.04000 6729.60 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1740 54300 14.000 EA | 110.00000 1540.00| 173.92000 2434.88| 91.57000 1281.98 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1750 54310 2.000 EA | 140.00000 280.00| 263.52000 527.04| 110.79000 221.58 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1760 54510 6700.000 M | 3.44000 23048.00| 3.63000 24321.00| 4.01000 26867.00 CONSTR.PAVE.MARK. (TY.D,CL.I)100 MM | | | 1770 55080 130.000 M | 3.00000 390.00| 3.16000 410.80| 3.40000 442.00 8 CONDUCTOR CABLE | | | 1780 55502 3.000 EA | 350.00000 1050.00| 368.92000 1106.76| 397.00000 1191.00 LUMINAIRE 250 WATT H.P.S. | | | 1790 56014 5.000 EA | 75.00000 375.00| 79.05000 395.25| 85.00000 425.00 ELECT. SER. GRD. ELECTRODE(3M) | | | 1800 56024 10.000 M | 15.00000 150.00| 15.81000 158.10| 17.00000 170.00 32 MM CONDUIT | | | 1810 56025 33.000 M | 250.00000 8250.00| 263.51000 8695.83| 284.00000 9372.00 NS METAL CONDUIT METAL CONDUIT 150MM | | | PIPE SLEEVE | | | 1820 56030 118.000 M | 15.00000 1770.00| 15.81000 1865.58| 17.00000 2006.00 50 MM CONDUIT | | | 1830 56034 6.000 M | 18.00000 108.00| 18.97000 113.82| 20.00000 120.00 80 MM CONDUIT | | | 1840 56200 85.000 M | 15.00000 1275.00| 15.81000 1343.85| 17.00000 1445.00 TRENCH EXCAVATION ECI-1 | | | 1850 56205 2.000 EA | 1200.00000 2400.00| 1264.87000 2529.74| 1363.00000 2726.00 TEST BORE | | | 1860 59000 3.000 EA | 525.00000 1575.00| 553.38000 1660.14| 596.00000 1788.00 NS LIGHTING LIGHTING LUMINAIRE ARM 3M | | | 1870 62021 91.000 M | 1015.00000 92365.00| 358.38000 32612.58| 378.00000 34398.00 NS RAILING RAILING STEEL | | | 1880 64114 356.000 M | 1614.00000 574584.00| 1328.11000 472807.16| 1400.00000 498400.00 STEEL PILES 360 MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -12 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 64775 38.000 EA | 180.00000 6840.00| 50.59000 1922.42| 53.00000 2014.00 PILE POINT FOR 360 MM STEEL PILE | | | 1900 69639 2570.000 MTON| 34.92000 89744.40| 23.85000 61294.50| 43.00000 110510.00 DRY RIPRAP CL. II | | | 1910 70000 LUMP| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 010 D-701 | | | 1920 70000 LUMP| 180.00000 180.00| 189.73000 189.73| 200.00000 200.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 029 D-706 | | | 1930 70000 LUMP| 300.00000 300.00| 316.22000 316.22| 334.00000 334.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 058 D-33 | | | 1940 70000 LUMP| 300.00000 300.00| 316.22000 316.22| 335.00000 335.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 062 D-136 | | | 1950 70000 LUMP| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 062 D-910 | | | 1960 70000 LUMP| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 062 D-911 | | | 1970 70000 LUMP| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 062 D-912 | | | 1980 70000 LUMP| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 062 D-913 | | | 1990 70000 LUMP| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 062 D-914 | | | 2000 70000 LUMP| 1300.00000 1300.00| 1370.27000 1370.27| 1400.00000 1400.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 063 D-83 | | | 2010 70000 LUMP| 400.00000 400.00| 421.62000 421.62| 445.00000 445.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 064 D-37 | | | 2020 70000 LUMP| 1.00000 1.00| 0.00000 0.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 068 D-40 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -13 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2030 70000 LUMP| 7000.00000 7000.00| 7378.40000 7378.40| 7800.00000 7800.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 208 D-920 | | | 2040 70000 LUMP| 6000.00000 6000.00| 6324.34000 6324.34| 6680.00000 6680.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 208 D-921 | | | 2050 70000 LUMP| 12200.00000 12200.00| 12859.50000 12859.50| 13500.00000 13500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR | | | 208 D-922 | | | 2060 70005 LUMP| 41920.00000 41920.00| 44186.09000 44186.09| 46700.00000 46700.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 010 D-12 | | | 2070 70005 LUMP| 27900.00000 27900.00| 29408.20000 29408.20| 31000.00000 31000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 031 D-22 | | | 2080 70005 LUMP| 16600.00000 16600.00| 17497.35000 17497.35| 18500.00000 18500.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 055 D-34 | | | 2090 70005 LUMP| 8500.00000 8500.00| 8959.49000 8959.49| 9400.00000 9400.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 056 D-29 | | | 2100 70005 LUMP| 11200.00000 11200.00| 11805.44000 11805.44| 12000.00000 12000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 057 D-31 | | | 2110 70005 LUMP| 6200.00000 6200.00| 6535.16000 6535.16| 6900.00000 6900.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 058 D-32 | | | 2120 70005 LUMP| 10450.00000 10450.00| 11014.90000 11014.90| 11647.00000 11647.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 061 D-35 | | | 2130 70005 LUMP| 500.00000 500.00| 527.03000 527.03| 557.00000 557.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 062 D-135 | | | 2140 70005 LUMP| 12500.00000 12500.00| 13175.72000 13175.72| 13900.00000 13900.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 062 D-28 | | | 2150 70005 LUMP| 82800.00000 82800.00| 87275.95000 87275.95| 92000.00000 92000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 063 D-36 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -14 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2160 70005 LUMP| 8900.00000 8900.00| 9381.11000 9381.11| 9900.00000 9900.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 064 D-38 | | | 2170 70005 LUMP| 4000.00000 4000.00| 4216.23000 4216.23| 4400.00000 4400.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 065 D-39 | | | 2180 70005 LUMP| 500.00000 500.00| 527.03000 527.03| 557.00000 557.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 068 D-41 | | | 2190 70005 LUMP| 5400.00000 5400.00| 5691.91000 5691.91| 6000.00000 6000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR 165 D-121 | | | 2200 70110 564.000 SQ M| 62.68000 35351.52| 66.07000 37263.48| 69.00000 38916.00 FRIABLE ACM | | | 2210 70111 92.000 M | 39.13000 3599.96| 41.25000 3795.00| 43.00000 3956.00 FRIABLE ACM | | | 2220 70112 785.000 SQ M| 28.03000 22003.55| 29.55000 23196.75| 31.00000 24335.00 CAT II NF ACM | | | 2230 70113 1685.000 M | 9.38000 15805.30| 9.89000 16664.65| 10.00000 16850.00 CAT II NF ACM | | | 2240 70200 LUMP| 4000.00000 4000.00| 4216.23000 4216.23| 4400.00000 4400.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 010 | | | 2250 70200 LUMP| 20.00000 20.00| 21.08000 21.08| 22.00000 22.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 029 | | | 2260 70200 LUMP| 3100.00000 3100.00| 3267.58000 3267.58| 3400.00000 3400.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 031 | | | 2270 70200 LUMP| 1800.00000 1800.00| 1897.30000 1897.30| 2000.00000 2000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 055 | | | 2280 70200 LUMP| 900.00000 900.00| 948.65000 948.65| 1000.00000 1000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 056 | | | 2290 70200 LUMP| 700.00000 700.00| 737.84000 737.84| 780.00000 780.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 058 | | | 2300 70200 LUMP| 1800.00000 1800.00| 1897.30000 1897.30| 2000.00000 2000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 061 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B11 -15 TABULATION OF BIDS CALL ORDER : B11 CONTRACT ID : C00056230C03 COUNTIES : BUCHANAN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) B975 |( 2 ) K108 |( 3 ) V004 |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2310 70200 LUMP| 1500.00000 1500.00| 1581.09000 1581.09| 1600.00000 1600.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 062 | | | 2320 70200 LUMP| 9300.00000 9300.00| 9802.73000 9802.73| 10000.00000 10000.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 063 | | | 2330 70200 LUMP| 1000.00000 1000.00| 1054.06000 1054.06| 1100.00000 1100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 064 | | | 2340 70200 LUMP| 700.00000 700.00| 737.84000 737.84| 780.00000 780.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 065 | | | 2350 70200 LUMP| 500.00000 500.00| 527.03000 527.03| 550.00000 550.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 068 | | | 2360 70200 LUMP| 600.00000 600.00| 632.43000 632.43| 668.00000 668.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 165 | | | 2370 70200 LUMP| 2800.00000 2800.00| 2951.36000 2951.36| 3100.00000 3100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. PAR 208 | | | SECTION TOTALS | $ 36,287,525.15| $ 46,193,729.54| $ 46,675,910.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,287,525.15| $ 46,193,729.54| $ 46,675,910.06 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B14 -1 TABULATION OF BIDS CALL ORDER : B14 CONTRACT ID : C00071921N01 COUNTIES : CARROLL LETTING DATE : 09/24/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/28/09 COMPLETION DATE PROJECT(S) : (FO) 0077-017-109, N501 FED # IM-077-1(093) CONTRACT DESCRIPTION: INSTALLATION OF RUMBLE STRIPS/ UPGRADE GUARDRAIL FROM: WYTHE/ CARROLL COUNTY LINE TO: MILE MARKER 6.89 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 4,431,062.68 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 4,808,949.30 108.5281% ==================================================================================================================================== |( 1 ) A006 |( 2 ) W048 |( ) |ADAMS CONSTRUCTION COMPANY |W-L CONSTRUCTION & PAVING, | 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| 215222.00000 215222.00| 54185.00000 54185.00| MOBILIZATION | | | 0020 00125 LUMP| 471463.76000 471463.76| 649625.00000 649625.00| GRADING | | | 0030 10100 11700.000 TON | 44.85000 524745.00| 33.60000 393120.00| AGGR. MATL. NO. 21B | | | 0040 10612 7900.000 TON | 102.08000 806432.00| 117.30000 926670.00| ASPHALT CONCRETE BASE COURSE TY. BM-25. | | | 0050 10630 57420.000 SY | 1.93000 110820.60| 1.88000 107949.60| FLEXIBLE PAVEMENT PLANING | | | 0060 10636 7100.000 TON | 116.21000 825091.00| 136.90000 971990.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0070 10700 129149.000 LF | 0.43000 55534.07| 0.30000 38744.70| RUMBLE STRIP, ASPHALT | | | 0080 10701 21525.000 SY | 1.89000 40682.25| 0.80000 17220.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0090 13310 25.000 LF | 88.00000 2200.00| 114.10000 2852.50| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0100 13315 32.000 EA | 748.00000 23936.00| 970.00000 31040.00| GUARDRAIL TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B14 -2 TABULATION OF BIDS CALL ORDER : B14 CONTRACT ID : C00071921N01 COUNTIES : CARROLL LETTING DATE : 09/24/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( 2 ) W048 |( ) |ADAMS CONSTRUCTION COMPANY |W-L CONSTRUCTION & PAVING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 13320 45300.000 LF | 19.75000 894675.00| 24.96000 1130688.00| GUARDRAIL GR-2 | | | 0130 13345 30.000 EA | 2640.00000 79200.00| 3425.00000 102750.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0140 13346 5.000 EA | 220.00000 1100.00| 285.30000 1426.50| REMOVE GR-7 TERMINAL | | | 0150 13349 36.000 EA | 550.00000 19800.00| 713.25000 25677.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0160 13392 5.000 EA | 2200.00000 11000.00| 2850.00000 14250.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0170 13393 2.000 EA | 825.00000 1650.00| 1070.00000 2140.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0180 13401 6.000 EA | 5280.00000 31680.00| 6847.00000 41082.00| NS GUARDRAIL GUARDRAIL MEDIAN BARRIER | | | TERMINAL (GR-9) | | | 0190 13421 2450.000 LF | 27.50000 67375.00| 35.66000 87367.00| MEDIAN BARRIER MB-3 | | | 0200 24160 300.000 SF | 20.00000 6000.00| 21.50000 6450.00| CONSTRUCTION SIGNS | | | 0210 24272 720.000 HR | 24.00000 17280.00| 17.00000 12240.00| TRUCK MOUNTED ATTENUATOR | | | 0220 24278 1500.000 DAY | 3.00000 4500.00| 0.75000 1125.00| GROUP 2 CHANNELIZING DEVICES | | | 0230 24279 720.000 HR | 15.00000 10800.00| 17.20000 12384.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0240 24281 720.000 HR | 12.00000 8640.00| 10.35000 7452.00| ELECTRONIC ARROW | | | 0250 24502 5.000 EA | 110.00000 550.00| 143.00000 715.00| NS REMOVE EXIST. REMOVE EXIST. FIXED | | | OBJECT ATTACH. GR-FOA-2, TY. I | | | 0260 24502 2.000 EA | 110.00000 220.00| 143.00000 286.00| NS REMOVE EXIST. REMOVE EXIST. FIXED | | | OBJECT ATTACH. GR-FOA-2, TY. II | | | 0270 24502 4.000 EA | 330.00000 1320.00| 430.00000 1720.00| NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL (GR-9) | | | 0280 24601 40900.000 LF | 1.94000 79346.00| 2.00000 81800.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B14 -3 TABULATION OF BIDS CALL ORDER : B14 CONTRACT ID : C00071921N01 COUNTIES : CARROLL LETTING DATE : 09/24/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( 2 ) W048 |( ) |ADAMS CONSTRUCTION COMPANY |W-L CONSTRUCTION & PAVING, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 54075 20000.000 LF | 5.99000 119800.00| 4.30000 86000.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | SECTION TOTALS | $ 4,431,062.68| $ 4,808,949.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,431,062.68| $ 4,808,949.30| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -1 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/30/11 COMPLETION DATE PROJECT(S) : (NFO)0639-088-248,C501 FED # STP-5111 (152) (NFO)0639-088-248,C501 FED # STP-5111(152) (NFO)U000-111-104,C501 FED # STP-5111(147) OTHERS CONTRACT DESCRIPTION: GRADE, DRAIN, ASP. PAVE & UTILITIES FROM: RTE: 3 TO: 0.093 MI. N RTE. 619 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H021 HENDERSON CONSTRUCTION CO., INC. $ 6,379,864.08 100.0000% 2 K003 J. L. KENT & SONS, INC. $ 6,864,989.88 107.6040% 3 G181 GENERAL EXCAVATION, INC. $ 6,980,988.05 109.4222% 4 H019 WILLIAM A. HAZEL, INC. $ 7,196,619.03 112.8021% 5 B850 BRANSCOME, INC. $ 7,347,951.00 115.1741% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 7,466,364.76 117.0302% 7 B319 BRANCH HIGHWAYS, INC. $ 8,362,694.75 131.0795% 8 F236 FACCHINA CONSTRUCTION COMPANY, INC. $ 8,689,661.70 136.2045% ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, 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| 250000.00000 250000.00| 245000.00000 245000.00| 184000.00000 184000.00 MOBILIZATION | | | 0020 00101 LUMP| 85000.00000 85000.00| 125000.00000 125000.00| 78000.00000 78000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 45500.00000 45500.00| 29000.00000 29000.00| 7400.00000 7400.00 CLEARING AND GRUBBING | | | 0040 00120 23784.000 CY | 6.11000 145320.24| 10.25000 243786.00| 16.70000 397192.80 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -2 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00140 28234.000 CY | 7.00000 197638.00| 6.40000 180697.60| 11.20000 316220.80 BORROW EXCAVATION | | | 0060 00155 5069.000 SY | 2.50000 12672.50| 2.80000 14193.20| 1.30000 6589.70 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00506 359.000 TON | 19.80000 7108.20| 20.00000 7180.00| 27.45000 9854.55 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 25 OR 26 | | | 0080 00506 90.000 TON | 25.50000 2295.00| 24.25000 2182.50| 32.25000 2902.50 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0090 00529 6.000 CY | 250.00000 1500.00| 300.00000 1800.00| 395.00000 2370.00 FLOWABLE BACKFILL | | | 0100 00585 3036.000 LF | 17.50000 53130.00| 21.20000 64363.20| 36.90000 112028.40 UNDERDRAIN UD-2 | | | 0110 00588 5572.000 LF | 6.50000 36218.00| 12.19000 67922.68| 8.25000 45969.00 UNDERDRAIN UD-4 | | | 0120 00595 583.000 LF | 6.50000 3789.50| 23.32000 13595.56| 16.50000 9619.50 OUTLET PIPE | | | 0130 01122 244.000 LF | 25.80000 6295.20| 35.38000 8632.72| 30.35000 7405.40 12" CONC. PIPE | | | 0140 01152 3750.000 LF | 31.20000 117000.00| 41.81000 156787.50| 38.40000 144000.00 15" CONC. PIPE | | | 0150 01182 338.000 LF | 36.60000 12370.80| 59.00000 19942.00| 44.30000 14973.40 18" CONC. PIPE | | | 0160 01242 253.000 LF | 48.10000 12169.30| 78.00000 19734.00| 67.50000 17077.50 24" CONC. PIPE | | | 0170 01302 274.000 LF | 61.10000 16741.40| 108.00000 29592.00| 77.60000 21262.40 30" CONC. PIPE | | | 0180 01362 183.000 LF | 123.20000 22545.60| 130.00000 23790.00| 107.70000 19709.10 36" CONC. PIPE | | | 0190 01422 1387.000 LF | 102.30000 141890.10| 179.00000 248273.00| 130.00000 180310.00 42" CONC. PIPE | | | 0200 06151 1.000 EA | 640.00000 640.00| 650.00000 650.00| 700.00000 700.00 15" END SECTION ES-1 | | | 0210 06421 1.000 EA | 1775.00000 1775.00| 2000.00000 2000.00| 2125.00000 2125.00 42" END SECTION ES-1 | | | 0220 06740 14.000 EA | 1375.00000 19250.00| 1907.00000 26698.00| 2115.00000 29610.00 DROP INLET DI-1 | | | 0230 06745 15.000 EA | 2250.00000 33750.00| 2100.00000 31500.00| 3010.00000 45150.00 DROP INLET DI-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -3 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 06747 10.000 EA | 2365.00000 23650.00| 2288.00000 22880.00| 3165.00000 31650.00 DROP INLET DI-2B,L=4' | | | 0250 06748 7.000 EA | 2712.00000 18984.00| 2300.00000 16100.00| 3280.00000 22960.00 DROP INLET DI-2B,L=6' | | | 0260 06749 4.000 EA | 3172.00000 12688.00| 2500.00000 10000.00| 3715.00000 14860.00 DROP INLET DI-2B,L=8' | | | 0270 06750 3.000 EA | 3522.00000 10566.00| 2867.00000 8601.00| 3965.00000 11895.00 DROP INLET DI-2B,L=10' | | | 0280 06765 1.000 EA | 2825.00000 2825.00| 2300.00000 2300.00| 3355.00000 3355.00 DROP INLET DI-2C,L=6' | | | 0290 06770 1.000 EA | 4572.00000 4572.00| 3500.00000 3500.00| 4740.00000 4740.00 DROP INLET DI-2C,L=16' | | | 0300 06781 2.000 EA | 4669.50000 9339.00| 4250.00000 8500.00| 6530.00000 13060.00 DROP INLET DI-2D | | | 0310 06783 4.000 EA | 4253.00000 17012.00| 4500.00000 18000.00| 7515.00000 30060.00 DROP INLET DI-2E,L=6 | | | 0320 06784 2.000 EA | 4820.00000 9640.00| 4800.00000 9600.00| 7101.00000 14202.00 DROP INLET DI-2E,L=8' | | | 0330 06785 2.000 EA | 5062.00000 10124.00| 5200.00000 10400.00| 7030.00000 14060.00 DROP INLET DI-2E,L=10' | | | 0340 06786 2.000 EA | 5522.00000 11044.00| 5400.00000 10800.00| 6765.00000 13530.00 DROP INLET DI-2E,L=12' | | | 0350 06787 1.000 EA | 5981.00000 5981.00| 5800.00000 5800.00| 6005.00000 6005.00 DROP INLET DI-2E,L=14' | | | 0360 06800 1.000 EA | 4820.00000 4820.00| 5200.00000 5200.00| 6005.00000 6005.00 DROP INLET DI-2F,L=8' | | | 0370 06817 3.000 EA | 1923.00000 5769.00| 2000.00000 6000.00| 2675.00000 8025.00 DROP INLET DI-3B,L=4' | | | 0380 06818 5.000 EA | 2163.00000 10815.00| 2360.00000 11800.00| 2740.00000 13700.00 DROP INLET DI-3B,L=6' | | | 0390 06819 6.000 EA | 2383.00000 14298.00| 2600.00000 15600.00| 3135.00000 18810.00 DROP INLET DI-3B,L=8' | | | 0400 06820 4.000 EA | 2512.00000 10048.00| 2900.00000 11600.00| 3230.00000 12920.00 DROP INLET DI-3B,L=10' | | | 0410 06821 2.000 EA | 2993.00000 5986.00| 2700.00000 5400.00| 3470.00000 6940.00 DROP INLET DI-3B,L=12' | | | 0420 06835 1.000 EA | 2163.00000 2163.00| 2400.00000 2400.00| 2965.00000 2965.00 DROP INLET DI-3C,L=6' | | | 0430 06837 2.000 EA | 2623.00000 5246.00| 2850.00000 5700.00| 2875.00000 5750.00 DROP INLET DI-3C,L=10' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -4 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 06859 1.000 EA | 4131.00000 4131.00| 6100.00000 6100.00| 3730.00000 3730.00 DROP INLET DI-3E,L=16' | | | 0450 07508 1.000 EA | 2420.00000 2420.00| 2500.00000 2500.00| 3965.00000 3965.00 DROP INLET DI-7 | | | 0460 09046 45.000 LF | 400.00000 18000.00| 242.00000 10890.00| 400.00000 18000.00 MANHOLE MH-1 | | | 0470 09057 14.000 EA | 400.00000 5600.00| 374.50000 5243.00| 495.00000 6930.00 FRAME & COVER MH-1 | | | 0480 09150 38.000 TON | 75.00000 2850.00| 100.00000 3800.00| 110.00000 4180.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0490 10041 296.000 TON | 42.40000 12550.40| 0.10000 29.60| 66.00000 19536.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0500 10121 722.000 TON | 19.80000 14295.60| 18.50000 13357.00| 25.00000 18050.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0510 10128 24486.000 TON | 20.35000 498290.10| 24.50000 599907.00| 25.00000 612150.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0520 10250 1209.000 TON | 24.40000 29499.60| 24.00000 29016.00| 23.10000 27927.90 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0530 10416 15769.000 GAL | 5.30000 83575.70| 0.10000 1576.90| 5.95000 93825.55 LIQUID ASPHALT | | | 0540 10607 853.000 TON | 126.14000 107597.42| 111.60000 95194.80| 105.30000 89820.90 ASPHALT CONCRETE TY. SM-12.5A | | | 0550 10608 3814.000 TON | 100.76000 384298.64| 97.40000 371483.60| 92.30000 352032.20 ASPHALT CONCRETE TY. SM-12.5D | | | 0560 10610 3814.000 TON | 89.10000 339827.40| 94.75000 361376.50| 83.85000 319803.90 ASPHALT CONCRETE TY. IM-19.0A | | | 0570 10630 7248.000 SY | 4.24000 30731.52| 2.78000 20149.44| 2.70000 19569.60 FLEXIBLE PAVEMENT PLANING | | | 0580 10642 6364.000 TON | 80.62000 513065.68| 86.60000 551122.40| 80.10000 509756.40 ASPHALT CONCRETE TY. BM-25.0A | | | 0590 11040 422.000 SY | 59.40000 25066.80| 49.50000 20889.00| 55.75000 23526.50 CONCRETE ENTRANCE PAVE. 7" | | | 0600 12020 1415.000 LF | 14.30000 20234.50| 12.10000 17121.50| 12.70000 17970.50 STD. CURB CG-2 | | | 0610 12022 42.000 LF | 22.00000 924.00| 13.10000 550.20| 12.70000 533.40 RADIAL CURB CG-2 | | | 0620 12600 7495.000 LF | 13.75000 103056.25| 16.60000 124417.00| 14.45000 108302.75 STD. COMB. CURB & GUTTER CG-6 | | | 0630 12610 1044.000 LF | 17.60000 18374.40| 16.50000 17226.00| 14.45000 15085.80 RADIAL COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -5 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 12940 1579.000 SY | 59.40000 93792.60| 49.50000 78160.50| 56.75000 89608.25 ENTRANCE GUTTER CG-9D | | | 0650 13108 45.000 SY | 132.00000 5940.00| 96.30000 4333.50| 134.50000 6052.50 CG-12 DETECTABLE WARNING SURFACE | | | 0660 13220 2753.000 SY | 27.50000 75707.50| 26.40000 72679.20| 31.75000 87407.75 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0670 13543 7700.000 SF | 45.95000 353815.00| 46.10000 354970.00| 33.60000 258720.00 NS WALL WALL SOUND WALL, TREATED | | | WOOD | | | 0680 13606 2.000 EA | 6000.00000 12000.00| 9000.00000 18000.00| 3090.00000 6180.00 IMPACT ATTEN. (TL-2, 45 MPH MAX. DES | | | SP) | | | 0690 21020 277.000 SY | 59.40000 16453.80| 68.04000 18847.08| 61.95000 17160.15 MEDIAN STRIP MS-1 | | | 0700 21110 756.000 SY | 70.40000 53222.40| 68.04000 51438.24| 72.00000 54432.00 MEDIAN STRIP MS-1A | | | 0710 21215 2395.000 LF | 27.50000 65862.50| 26.00000 62270.00| 30.80000 73766.00 MEDIAN STRIP MS-2 | | | 0720 24100 400.000 HR | 85.00000 34000.00| 30.00000 12000.00| 64.00000 25600.00 ALLAYING DUST | | | 0730 24152 20.000 EA | 750.00000 15000.00| 200.00000 4000.00| 440.00000 8800.00 TYPE III BARRICADE 8' | | | 0740 24160 1360.000 SF | 26.40000 35904.00| 13.50000 18360.00| 25.90000 35224.00 CONSTRUCTION SIGNS | | | 0750 24260 594.000 TON | 19.80000 11761.20| 25.00000 14850.00| 23.55000 13988.70 CR. RUN AGGR. NO. 25 OR 26 | | | 0760 24272 2672.000 HR | 8.00000 21376.00| 17.00000 45424.00| 20.40000 54508.80 TRUCK MOUNTED ATTENUATOR | | | 0770 24278 270986.000 DAY | 0.45000 121943.70| 0.30000 81295.80| 0.35000 94845.10 GROUP 2 CHANNELIZING DEVICES | | | 0780 24279 2688.000 HR | 6.00000 16128.00| 10.00000 26880.00| 6.15000 16531.20 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0790 24281 2672.000 HR | 4.00000 10688.00| 10.00000 26720.00| 4.75000 12692.00 ELECTRONIC ARROW | | | 0800 24282 960.000 HR | 16.00000 15360.00| 16.00000 15360.00| 19.00000 18240.00 FLAGGER SERVICE | | | 0810 24290 300.000 LF | 40.00000 12000.00| 28.00000 8400.00| 22.00000 6600.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0820 24400 5.000 UNIT| 100.00000 500.00| 100.00000 500.00| 240.00000 1200.00 OBSCURING ROADWAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -6 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 24430 22786.000 SY | 3.18000 72459.48| 3.00000 68358.00| 2.85000 64940.10 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0840 24505 16.000 EA | 95.00000 1520.00| 160.50000 2568.00| 210.00000 3360.00 NS RELOCATE EXIST. RELOCATE EXIST. SIGN | | | STRUCT. TY. MA-A | | | 0850 24810 7.000 EA | 350.00000 2450.00| 450.00000 3150.00| 960.00000 6720.00 NS RESET EXIST. RESET EXIST. MANHOLE | | | FRAME & COVER | | | 0860 25505 32.000 MO | 2750.00000 88000.00| 1800.00000 57600.00| 1725.00000 55200.00 FIELD OFFICE TY.I | | | 0870 25570 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 18585.00000 18585.00 NS CONTRACT CONTRACT CPM PROGRESS | | | SCHEDULE | | | 0880 25572 30.000 EA | 200.00000 6000.00| 1500.00000 45000.00| 1140.00000 34200.00 NS CONTRACT CONTRACT CPM PROGRESS | | | SCHEDULE UPDATES | | | 0890 26127 40.000 TON | 75.00000 3000.00| 100.00000 4000.00| 110.00000 4400.00 DRY RIPRAP CL.I 26" | | | 0900 27012 1.000 ACRE| 1050.00000 1050.00| 3500.00000 3500.00| 4100.00000 4100.00 TOPSOIL CLASS A 2" | | | 0910 27102 659.000 LB | 15.25000 10049.75| 10.70000 7051.30| 16.50000 10873.50 REGULAR SEED | | | 0920 27103 412.000 LB | 8.53000 3514.36| 6.45000 2657.40| 3.00000 1236.00 OVERSEEDING | | | 0930 27215 1.000 TON | 1430.00000 1430.00| 1500.00000 1500.00| 1100.00000 1100.00 FERTILIZER(15-30-15) | | | 0940 27250 14.000 TON | 159.50000 2233.00| 215.00000 3010.00| 190.00000 2660.00 LIME | | | 0950 27284 3355.000 SY | 0.44000 1476.20| 0.33000 1107.15| 0.35000 1174.25 EROSION CONTROL MULCH | | | 0960 27321 221.000 SY | 2.26000 499.46| 3.50000 773.50| 2.40000 530.40 PROTECTIVE COVERING EC-2 | | | 0970 27326 850.000 SY | 5.90000 5015.00| 7.00000 5950.00| 6.00000 5100.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0980 27430 4088.000 CY | 5.50000 22484.00| 1.00000 4088.00| 12.80000 52326.40 SILTATION CONTROL EXCAVATION | | | 0990 27450 16.000 EA | 275.00000 4400.00| 160.00000 2560.00| 250.00000 4000.00 DROP INLET SILT TRAP, TYPE A | | | 1000 27460 78.000 EA | 300.00000 23400.00| 150.00000 11700.00| 260.00000 20280.00 DROP INLET SILT TRAP, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -7 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 27505 682.000 LF | 2.75000 1875.50| 2.12000 1445.84| 2.25000 1534.50 TEMP. SILT FENCE | | | 1020 27506 10734.000 LF | 2.26000 24258.84| 1.88000 20179.92| 2.25000 24151.50 TEMP. FILTER BARRIER | | | 1030 27545 3634.000 CY | 5.10000 18533.40| 6.00000 21804.00| 5.25000 19078.50 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1040 27550 7.000 LF | 950.00000 6650.00| 550.00000 3850.00| 1185.00000 8295.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1050 27570 4.000 LF | 887.50000 3550.00| 570.00000 2280.00| 1090.00000 4360.00 TEMP. SEDIMENT RISER PIPE 36" | | | 1060 27580 3732.000 CY | 6.50000 24258.00| 6.00000 22392.00| 4.60000 17167.20 TEMP. SEDIMENT BASIN EXCAVATION | | | 1070 27600 2.000 EA | 1800.00000 3600.00| 1800.00000 3600.00| 2065.00000 4130.00 CLOSING WELL | | | 1080 28820 5.000 UNIT| 550.00000 2750.00| 100.00000 500.00| 88.00000 440.00 WATERING | | | 1090 29083 5.000 EA | 301.00000 1505.00| 175.00000 875.00| 140.00000 700.00 EASTERN REDBUD 1.0" CAL. | | | 1100 32144 3.000 EA | 240.00000 720.00| 175.00000 525.00| 255.00000 765.00 EASTERN REDCEDAR 8' | | | 1110 38900 8.000 EA | 495.00000 3960.00| 125.00000 1000.00| 400.00000 3200.00 NS PLANT OR TREE PLANT OR TREE CHINESE | | | PISTACHE 2" CAL. | | | 1120 40002 558.000 LF | 16.00000 8928.00| 22.00000 12276.00| 28.35000 15819.30 3/4" WATER SERVICE LINE | | | 1130 40061 2203.000 LF | 38.20000 84154.60| 50.00000 110150.00| 44.40000 97813.20 6" DI WATER MAIN | | | 1140 40081 403.000 LF | 64.00000 25792.00| 106.00000 42718.00| 137.40000 55372.20 8" DI WATER MAIN | | | 1150 40121 4403.000 LF | 68.65000 302265.95| 86.00000 378658.00| 72.25000 318116.75 12" DI WATER MAIN | | | 1160 40161 15.000 LF | 161.85000 2427.75| 280.00000 4200.00| 305.00000 4575.00 16" DI WATER MAIN | | | 1170 40422 1.000 EA | 1312.00000 1312.00| 4500.00000 4500.00| 2035.00000 2035.00 16" BRANCH | | | 1180 40460 1.000 EA | 1808.70000 1808.70| 6000.00000 6000.00| 3750.00000 3750.00 16" REDUCER | | | 1190 41006 20.000 EA | 798.00000 15960.00| 1200.00000 24000.00| 990.00000 19800.00 6" GATE VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -8 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 41008 5.000 EA | 1170.60000 5853.00| 1500.00000 7500.00| 1385.00000 6925.00 8" GATE VALVE & BOX | | | 1210 41012 7.000 EA | 2020.75000 14145.25| 2500.00000 17500.00| 2375.00000 16625.00 12" GATE VALVE & BOX | | | 1220 41018 1.000 EA | 2583.70000 2583.70| 3500.00000 3500.00| 3250.00000 3250.00 16" BUTTERFLY VALVE & BOX | | | 1230 41104 4.000 EA | 300.00000 1200.00| 250.00000 1000.00| 260.00000 1040.00 ADJUST EXIST. VALVE BOX | | | 1240 41820 12.000 EA | 2314.10000 27769.20| 2500.00000 30000.00| 2895.00000 34740.00 FIRE HYDRANT | | | 1250 41827 1.000 EA | 670.00000 670.00| 640.00000 640.00| 1090.00000 1090.00 ADJUST EXIST. FIRE HYDRANT | | | 1260 41967 39.000 EA | 470.00000 18330.00| 550.00000 21450.00| 360.00000 14040.00 5/8" WATER METER BOX & YOKE | | | 1270 41977 3.000 EA | 510.00000 1530.00| 250.00000 750.00| 290.00000 870.00 ADJUST EXIST. WATER METER BOX | | | 1280 42044 262.000 LF | 18.60000 4873.20| 33.00000 8646.00| 56.50000 14803.00 4" SANITARY SERVICE LATERAL CONNECTION | | | 1290 42067 1026.000 LF | 50.10000 51402.60| 67.00000 68742.00| 63.00000 64638.00 6" SANITARY SEWER FORCE MAIN | | | 1300 42080 1273.000 LF | 23.55000 29979.15| 52.24000 66501.52| 44.20000 56266.60 8" SAN. SEWER PIPE | | | 1310 42150 1565.000 LF | 39.50000 61817.50| 63.00000 98595.00| 74.65000 116827.25 15" SAN. SEWER PIPE | | | 1320 42161 103.000 LF | 225.00000 23175.00| 103.50000 10660.50| 145.00000 14935.00 16" DI SANITARY SEWER PIPE | | | 1330 42755 95.000 LF | 450.00000 42750.00| 252.00000 23940.00| 260.00000 24700.00 SANITARY SEWER MANHOLE | | | 1340 42764 11.000 EA | 400.00000 4400.00| 500.00000 5500.00| 520.00000 5720.00 MANHOLE FRAME & COVER F&C-1 | | | 1350 42771 31.000 LF | 300.00000 9300.00| 247.00000 7657.00| 375.00000 11625.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1360 42845 13.000 EA | 207.00000 2691.00| 450.00000 5850.00| 265.00000 3445.00 4" SEWER CLEANOUT | | | 1370 50108 1070.000 SF | 24.20000 25894.00| 30.50000 32635.00| 17.80000 19046.00 SIGN PANEL | | | 1380 50867 34.000 EA | 30.00000 1020.00| 101.65000 3456.10| 155.00000 5270.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1390 50900 1458.000 LF | 44.00000 64152.00| 44.94000 65522.52| 38.10000 55549.80 NS TRAFFIC SIGN TRAFFIC SIGN SQ. TUBE | | | STEEL POST 2 1/2" X 2 1/2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -9 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 50900 700.000 LF | 38.50000 26950.00| 60.99000 42693.00| 36.35000 25445.00 NS TRAFFIC SIGN TRAFFIC SIGN SQ. TUBE | | | STEEL POST 2 3/16" X 2 3/16" | | | 1410 51168 3.000 EA | 1127.50000 3382.50| 1064.65000 3193.95| 1060.00000 3180.00 ELECTRICAL SERVICE SE-3 | | | 1420 51184 119.000 EA | 225.50000 26834.50| 256.80000 30559.20| 135.00000 16065.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1430 51212 2.000 EA | 715.00000 1430.00| 481.50000 963.00| 465.00000 930.00 PEDESTAL POLE PF-2 12' | | | 1440 51240 2.000 EA | 495.00000 990.00| 481.50000 963.00| 465.00000 930.00 CONCRETE FOUNDATION PF-2 | | | 1450 51245 3.000 EA | 1155.00000 3465.00| 1070.00000 3210.00| 800.00000 2400.00 CONCRETE FOUND. CF-1 | | | 1460 51260 56.000 CY | 852.50000 47740.00| 1053.95000 59021.20| 880.00000 49280.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION SIGNAL POLE PF-5 | | | 1470 51425 3.000 EA | 3503.50000 10510.50| 2407.50000 7222.50| 2600.00000 7800.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 40' | | | 1480 51425 1.000 EA | 4312.00000 4312.00| 3664.70000 3664.70| 3450.00000 3450.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 50' | | | 1490 51425 4.000 EA | 5637.50000 22550.00| 4451.20000 17804.80| 4875.00000 19500.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 60' | | | 1500 51425 1.000 EA | 6193.00000 6193.00| 5200.20000 5200.20| 5470.00000 5470.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 65' | | | 1510 51425 1.000 EA | 6633.00000 6633.00| 5483.75000 5483.75| 5955.00000 5955.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 70' | | | 1520 51425 1.000 EA | 8024.50000 8024.50| 6826.60000 6826.60| 7435.00000 7435.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 80' | | | 1530 51425 5.000 EA | 8030.00000 40150.00| 7613.05000 38065.25| 7120.00000 35600.00 NS SIGNAL POLE SIGNAL POLE TY. I, 20' | | | HT. | | | 1540 51425 3.000 EA | 9130.00000 27390.00| 8132.00000 24396.00| 8105.00000 24315.00 NS SIGNAL POLE SIGNAL POLE TY. II, 20' | | | HT. | | | 1550 51541 1.000 EA | 1243.00000 1243.00| 882.75000 882.75| 880.00000 880.00 NS DETECTOR DETECTOR MICROWAVE | | | 1560 51600 300.000 LF | 2.20000 660.00| 0.96000 288.00| 1.55000 465.00 14/2 CONDUCTOR CABLE | | | 1570 51607 6208.000 LF | 1.98000 12291.84| 1.44000 8939.52| 1.35000 8380.80 14/7 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -10 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1580 51615 12986.000 LF | 0.55000 7142.30| 0.80000 10388.80| 0.55000 7142.30 14/1 ENCLOSED COND. CABLE | | | 1590 51700 7084.000 LF | 1.65000 11688.60| 1.23000 8713.32| 1.25000 8855.00 14/2 CONDUCTOR CABLE SHIELDED | | | 1600 51800 4.000 EA | 137.50000 550.00| 133.75000 535.00| 130.00000 520.00 PEDESTRIAN PUSHBUTTON | | | 1610 51830 29.000 EA | 231.00000 6699.00| 203.30000 5895.70| 175.00000 5075.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1620 51831 5.000 EA | 401.50000 2007.50| 278.20000 1391.00| 210.00000 1050.00 HANGER ASSEMBLY SM-3, TWO WAY | | | 1630 51838 1.000 EA | 605.00000 605.00| 144.45000 144.45| 155.00000 155.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1640 51840 22.000 EA | 214.50000 4719.00| 149.80000 3295.60| 215.00000 4730.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SMD- | | | 1650 51911 1674.000 LF | 2.50000 4185.00| 6.00000 10044.00| 5.40000 9039.60 NS SAW CUT SAW CUT HCC ITEMS (VARIOUS) | | | 1660 51912 144.000 LF | 11.00000 1584.00| 10.70000 1540.80| 9.55000 1375.20 SAW CUT 3/8" | | | 1670 51913 4118.000 LF | 1.10000 4529.80| 1.07000 4406.26| 9.55000 39326.90 SAWCUT 5/8" | | | 1680 51955 LUMP| 11550.00000 11550.00| 10753.50000 10753.50| 4650.00000 4650.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 1690 51963 3.000 EA | 183.35000 550.05| 750.00000 2250.00| 55.00000 165.00 NS REMOVE REMOVE & DISPOSE NF ASBESTOS, | | | ELBOWS | | | 1700 52000 LUMP| 6050.00000 6050.00| 5002.25000 5002.25| 515.00000 515.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXISTING SIGNAL | | | EQUIP. | | | 1710 52001 30.000 LF | 33.00000 990.00| 18.73000 561.90| 52.00000 1560.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 1720 52002 194.000 EA | 8.80000 1707.20| 5.62000 1090.28| 5.50000 1067.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 1730 52002 18.000 EA | 352.00000 6336.00| 240.75000 4333.50| 335.00000 6030.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION BATTERY | | | 1740 52002 3.000 EA | 14300.00000 42900.00| 12331.75000 36995.25| 11330.00000 33990.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER TY. IV | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -11 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1750 52002 3.000 EA | 5692.50000 17077.50| 4387.00000 13161.00| 4725.00000 14175.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM | | | TRANSCEIVER | | | 1760 52002 3.000 EA | 3377.00000 10131.00| 2568.00000 7704.00| 6465.00000 19395.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS | | | 1770 52002 3.000 EA | 3377.00000 10131.00| 2568.00000 7704.00| 3355.00000 10065.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UPS CABINET TYPE 3 | | | 1780 52404 4.000 EA | 715.00000 2860.00| 535.00000 2140.00| 830.00000 3320.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1790 54032 20481.000 LF | 0.53000 10854.93| 0.47000 9626.07| 0.60000 12288.60 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1800 54034 733.000 LF | 0.83000 608.39| 1.33000 974.89| 1.80000 1319.40 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1810 54042 501.000 LF | 4.40000 2204.40| 4.33000 2169.33| 4.90000 2454.90 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1820 54105 17841.000 LF | 1.10000 19625.10| 0.49000 8742.09| 0.60000 10704.60 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1830 54240 124.000 EA | 16.50000 2046.00| 8.45000 1047.80| 7.25000 899.00 TEMP. PAVE. MARKER 1 WAY | | | 1840 54242 606.000 EA | 16.50000 9999.00| 8.77000 5314.62| 7.25000 4393.50 TEMP. PAVE. MARKER 2 WAY | | | 1850 54300 45.000 EA | 71.50000 3217.50| 77.04000 3466.80| 62.00000 2790.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1860 54310 5.000 EA | 143.00000 715.00| 101.65000 508.25| 125.00000 625.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1870 54400 11.000 EA | 330.00000 3630.00| 261.08000 2871.88| 235.00000 2585.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 1880 54522 412.000 LF | 1.38000 568.56| 6.85000 2822.20| 7.75000 3193.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 1890 54550 80868.000 LF | 0.22000 17790.96| 0.34000 27495.12| 0.30000 24260.40 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 1900 55060 203.000 LF | 3.30000 669.90| 1.50000 304.50| 1.40000 284.20 6 CONDUCTOR CABLE | | | 1910 56004 3.000 EA | 935.00000 2805.00| 775.75000 2327.25| 420.00000 1260.00 JUNCTION BOX JB-2A 2B OR 2C | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -12 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 56006 22.000 EA | 880.00000 19360.00| 856.00000 18832.00| 450.00000 9900.00 JUNCTION BOX JB-3A, 3B OR 3C | | | 1930 56010 3.000 EA | 1045.00000 3135.00| 963.00000 2889.00| 875.00000 2625.00 JUNCTION BOX JB-5A 5B OR 5C | | | 1940 56014 12.000 EA | 38.50000 462.00| 176.55000 2118.60| 180.00000 2160.00 ELECT. SER. GRD. ELECTRODE(10') | | | 1950 56022 325.000 LF | 16.50000 5362.50| 15.25000 4956.25| 10.30000 3347.50 1" METAL CONDUIT | | | 1960 56026 75.000 LF | 16.50000 1237.50| 8.03000 602.25| 8.80000 660.00 1 1/4" METAL CONDUIT | | | 1970 56034 728.000 LF | 5.50000 4004.00| 8.29000 6035.12| 4.40000 3203.20 3" CONDUIT | | | 1980 56038 44.000 LF | 11.00000 484.00| 9.63000 423.72| 5.15000 226.60 4" CONDUIT | | | 1990 56042 25.000 LF | 3.30000 82.50| 6.96000 174.00| 2.10000 52.50 NS CONDUIT CONDUIT 1/2" CONDUIT | | | 2000 56042 1047.000 LF | 44.00000 46068.00| 27.82000 29127.54| 33.50000 35074.50 NS CONDUIT CONDUIT 4" BORED | | | 2010 56200 1086.000 LF | 5.50000 5973.00| 9.10000 9882.60| 8.80000 9556.80 TRENCH EXCAVATION ECI-1 | | | 2020 56205 8.000 EA | 1650.00000 13200.00| 963.00000 7704.00| 1035.00000 8280.00 TEST BORE | | | 2030 70000 LUMP| 550.00000 550.00| 100.00000 100.00| 2960.00000 2960.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 032, D-3 | | | 2040 70005 LUMP| 5500.00000 5500.00| 11330.00000 11330.00| 10800.00000 10800.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PARCEL 056, D-2 | | | 2050 70102 39.000 LF | 32.45000 1265.55| 18.50000 721.50| 17.00000 663.00 REMOVE AND DISPOSE OF FRIABLE ASBESTOS | | | 2060 70112 1702.000 SF | 3.68000 6263.36| 2.75000 4680.50| 2.60000 4425.20 CAT II NF ACM | | | 2070 70200 LUMP| 150.00000 150.00| 1.00000 1.00| 135.00000 135.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004, D701 | | | 2080 70200 LUMP| 350.00000 350.00| 500.00000 500.00| 2860.00000 2860.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 018 | | | 2090 70200 LUMP| 250.00000 250.00| 1.00000 1.00| 1860.00000 1860.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 019 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B18 -13 TABULATION OF BIDS CALL ORDER : B18 CONTRACT ID : C00016277C01 COUNTIES : SPOTSYLVANIA FREDERICKSBURG LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H021 |( 2 ) K003 |( 3 ) G181 |HENDERSON CONSTRUCTION CO., |J. L. KENT & SONS, INC. |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2100 70200 LUMP| 500.00000 500.00| 2800.00000 2800.00| 3900.00000 3900.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 020 | | | 2110 70200 LUMP| 350.00000 350.00| 500.00000 500.00| 2050.00000 2050.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 056 | | | SECTION TOTALS | $ 6,379,864.08| $ 6,864,989.88| $ 6,980,988.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,379,864.08| $ 6,864,989.88| $ 6,980,988.05 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B32 -1 TABULATION OF BIDS CALL ORDER : B32 CONTRACT ID : C00087395N501 COUNTIES : SMYTH LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : (NFO)PM01-086-359, N501 FED # IM-PM01(226) CONTRACT DESCRIPTION: PAVE & GUARDRAIL FROM: MP. 47.84 NBL TO: MP. 53.0 NBL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,582,840.10 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10121 1011.000 TON | 20.00000 20220.00| | AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0020 10700 18376.000 LF | 0.88000 16170.88| | RUMBLE STRIP, ASPHALT | | | 0030 10701 2716.000 SY | 2.97000 8066.52| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 13310 12.000 LF | 136.79000 1641.48| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13320 7575.000 LF | 24.62000 186496.50| | GUARDRAIL GR-2 | | | 0070 16325 500.000 TON | 208.13000 104065.00| | NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | 19.0A (GR PREP.) | | | 0080 16350 1328.000 TON | 127.00000 168656.00| | ASPHALT CONCRETE TY. SM-12.5A | | | 0090 16360 2234.000 TON | 136.01000 303846.34| | ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0110 16388 223607.000 SY | 0.88000 196774.16| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0120 24601 7575.000 LF | 3.00000 22725.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B32 -2 TABULATION OF BIDS CALL ORDER : B32 CONTRACT ID : C00087395N501 COUNTIES : SMYTH LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 54076 20673.000 LF | 4.24000 87653.52| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0140 54077 70.000 LF | 5.35000 374.50| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0150 54078 120.000 LF | 8.48000 1017.60| | TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0160 54217 120.000 EA | 49.93000 5991.60| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0170 16390 4650.000 TON | 98.74000 459141.00| | ASPHALT CONCRETE TY. BM-25.0A | | | SECTION TOTALS | $ 1,582,840.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,582,840.10| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B34 -1 TABULATION OF BIDS CALL ORDER : B34 CONTRACT ID : C00087287N501 COUNTIES : WYTHE LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : (FO)PM01-098-357, N501 FED # IM-PM01(225) CONTRACT DESCRIPTION: PAVE & GUARDRAIL FROM: MP. 57.54 SBL , MP. 63.24 NBL TO: MP. 63.24 SBL , MP. 70.86 NBL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 5,883,586.63 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10121 3148.000 TON | 15.00000 47220.00| | AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0020 10700 66750.000 LF | 1.00000 66750.00| | RUMBLE STRIP, ASPHALT | | | 0030 10701 9881.000 SY | 2.96000 29247.76| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 13310 138.000 LF | 117.57000 16224.66| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13320 25288.000 LF | 24.62000 622590.56| | GUARDRAIL GR-2 | | | 0060 13345 8.000 EA | 3139.32000 25114.56| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 16325 1327.000 TON | 219.11000 290758.97| | NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | IM-19.0A (GR.PREP) | | | 0080 16350 3427.000 TON | 121.66000 416928.82| | ASPHALT CONCRETE TY. SM-12.5A | | | 0090 16360 10566.000 TON | 135.30000 1429579.80| | ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B34 -2 TABULATION OF BIDS CALL ORDER : B34 CONTRACT ID : C00087287N501 COUNTIES : WYTHE LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16365 2302.000 TON | 103.63000 238556.26| | ASPHALT CONCRETE TY. IM-19.0A | | | 0110 16390 12318.000 TON | 98.12000 1208642.16| | ASPHALT CONCRETE TY. BM-25.0A | | | 0120 16388 723811.000 SY | 0.98000 709334.78| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0130 24504 2.000 EA | 547.16000 1094.32| | NS REMOVE EXISTING REMOVE EXISTING GR-9 | | | 0140 24601 25288.000 LF | 3.00000 75864.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | 0150 54076 162260.000 LF | 4.17000 676624.20| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0160 54077 1240.000 LF | 5.57000 6906.80| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0180 54217 466.000 EA | 47.53000 22148.98| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 5,883,586.63| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,883,586.63| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B35 -1 TABULATION OF BIDS CALL ORDER : B35 CONTRACT ID : C00085791N01 COUNTIES : SMYTH LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/09 COMPLETION DATE PROJECT(S) : (NFO)0081-086-711,N501 FED # IM/NH-081-1(317) CONTRACT DESCRIPTION: CORRECTION OF SUPERELEVATION FROM: STA. 1544+14 TO: STA. 1565+50 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 582,959.70 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 28810.00000 28810.00| | MOBILIZATION | | | 0020 00125 LUMP| 23142.00000 23142.00| | GRADING | | | 0030 10065 2607.000 TON | 1.00000 2607.00| | AGGR. MATL. NO. 1 | | | 0040 10128 360.000 TON | 38.21000 13755.60| | AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10610 2208.000 TON | 132.09000 291654.72| | ASPHALT CONCRETE TY. IM-19.0A | | | 0060 10636 693.000 TON | 132.09000 91538.37| | ASPHALT CONCRETE TY. SM-9.5D | | | 0070 10700 2100.000 LF | 6.50000 13650.00| | RUMBLE STRIP, ASPHALT | | | 0080 10701 311.000 SY | 3.00000 933.00| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0090 11070 2100.000 LF | 0.01000 21.00| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (6" DEPTH) | | | 0100 13320 2013.000 LF | 25.99000 52317.87| | GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : B35 -2 TABULATION OF BIDS CALL ORDER : B35 CONTRACT ID : C00085791N01 COUNTIES : SMYTH LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 13345 1.000 EA | 3830.11000 3830.11| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13383 2.000 EA | 2393.82000 4787.64| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0130 16388 898.000 SY | 7.58000 6806.84| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0140 24160 258.000 SF | 20.54000 5299.32| | CONSTRUCTION SIGNS | | | 0150 24272 100.000 HR | 17.58000 1758.00| | TRUCK MOUNTED ATTENUATOR | | | 0160 24278 1450.000 DAY | 1.57000 2276.50| | GROUP 2 CHANNELIZING DEVICES | | | 0170 24279 100.000 HR | 16.45000 1645.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0180 24281 100.000 HR | 9.88000 988.00| | ELECTRONIC ARROW | | | 0190 24504 1.000 EA | 683.95000 683.95| | NS REMOVE EXISTING REMOVE EXISTING ALT. | | | BREAKWAY CABLE TERM. (GR-9) | | | 0200 24601 2013.000 LF | 1.71000 3442.23| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | 0210 27430 17.000 CY | 1.00000 17.00| | SILTATION CONTROL EXCAVATION | | | 0220 27505 100.000 LF | 2.00000 200.00| | TEMP. SILT FENCE | | | 0230 51962 10.000 EA | 269.71000 2697.10| | NS RELOCATE RELOCATE EXIST. SIGN STRUCT | | | TY. I | | | 0240 54076 4000.000 LF | 4.50000 18000.00| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0250 54217 23.000 EA | 164.15000 3775.45| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 54240 50.000 EA | 9.58000 479.00| | TEMP. PAVE. MARKER 1 WAY | | | 0270 54466 50.000 LF | 3.28000 164.00| | CONSTR. PAVE. MARKING (TY. E) 6" | | | 0280 54510 4000.000 LF | 1.92000 7680.00| | CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | SECTION TOTALS | $ 582,959.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 582,959.70| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PBN -1 TABULATION OF BIDS CALL ORDER : PBN CONTRACT ID : C00089302N01 COUNTIES : KING WILLIAM LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 CAROLINE CONTRACT TIME : 06/30/09 COMPLETION DATE PROJECT(S) : BRDG-050-568, N501 FED # NONE CONTRACT DESCRIPTION: BRIDGE SCOUR REPAIRS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 280,700.00 100.0000% 2 E426 EARLEY MARINE, INC. $ 285,325.00 101.6477% 3 C097 CORMAN CONSTRUCTION, INC. $ 431,825.00 153.8386% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 517,770.00 184.4567% ==================================================================================================================================== |( 1 ) M813 |( 2 ) E426 |( 3 ) C097 |MCCLAIN & CO., INC. |EARLEY MARINE, INC. |CORMAN 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| 25000.00000 25000.00| 28000.00000 28000.00| 35000.00000 35000.00 MOBILIZATION | | | 0020 24265 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 13000.00000 13000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 1007 | | | 0030 24265 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| 13000.00000 13000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 1009 | | | 0040 24265 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 13000.00000 13000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 6001 | | | 0050 24265 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 13000.00000 13000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 6004 | | | 0060 24601 100.000 LF | 10.00000 1000.00| 10.00000 1000.00| 11.00000 1100.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PBN -2 TABULATION OF BIDS CALL ORDER : PBN CONTRACT ID : C00089302N01 COUNTIES : KING WILLIAM LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 CAROLINE SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) E426 |( 3 ) C097 |MCCLAIN & CO., INC. |EARLEY MARINE, INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 24611 100.000 LF | 50.00000 5000.00| 15.00000 1500.00| 22.00000 2200.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL GR | | | 0080 26239 882.000 TON | 100.00000 88200.00| 125.00000 110250.00| 150.00000 132300.00 DRY RIPRAP CL.II 38" | | | 0090 27422 2.000 EA | 1200.00000 2400.00| 500.00000 1000.00| 4000.00000 8000.00 DEWATERING BASIN | | | 0100 27430 8.000 CY | 500.00000 4000.00| 50.00000 400.00| 200.00000 1600.00 SILTATION CONTROL EXCAVATION | | | 0110 27506 50.000 LF | 4.50000 225.00| 2.00000 100.00| 10.00000 500.00 TEMP. FILTER BARRIER | | | 0120 27510 4.000 EA | 5000.00000 20000.00| 2500.00000 10000.00| 18000.00000 72000.00 COFFERDAMS | | | 0130 27525 250.000 LF | 18.50000 4625.00| 25.00000 6250.00| 40.00000 10000.00 TURBIDITY CURTAIN, PERVIOUS | | | 0140 66926 425.000 SY | 170.00000 72250.00| 189.00000 80325.00| 185.00000 78625.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE EROSION CONTROL CONC. BLOCK| | | 0150 67904 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 7000.00000 7000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS DEBRIS REMOVAL | | | 0160 67904 LUMP| 6500.00000 6500.00| 500.00000 500.00| 2500.00000 2500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER QUALITY MONITOR. STR. | | | 1009 | | | 0170 67904 LUMP| 4000.00000 4000.00| 500.00000 500.00| 2500.00000 2500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER QUALITY MONITOR. STR. | | | 6001 | | | 0180 67904 LUMP| 4000.00000 4000.00| 500.00000 500.00| 2500.00000 2500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATER QUALITY MONITOR. STR. | | | 6004 | | | 0190 69036 10.000 CY | 600.00000 6000.00| 500.00000 5000.00| 2400.00000 24000.00 CONCRETE CLASS T3 | | | SECTION TOTALS | $ 280,700.00| $ 285,325.00| $ 431,825.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 280,700.00| $ 285,325.00| $ 431,825.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PJ9 -1 TABULATION OF BIDS CALL ORDER : PJ9 CONTRACT ID : C00090451N501B COUNTIES : STAUNTON LETTING DATE : 09/24/08 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/15/09 COMPLETION DATE PROJECT(S) : PG00-968-031, N501 FED # NONE GI-8A-08 FED # NONE CONTRACT DESCRIPTION: INSTALL GUARDRAIL VARIOUS LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M004 MAKCO, INCORPORATED $ 577,711.50 100.0000% 2 A880 A & P SERVICES, LLC $ 649,656.50 112.4534% 3 L159 L. S. LEE, INC. $ 699,409.00 121.0654% 4 S463 SELCO CONSTRUCTION SERVICES, INC. $ 703,217.10 121.7246% 5 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 713,864.90 123.5677% 6 P009 PENN LINE SERVICE, INC. $ 793,764.00 137.3980% ==================================================================================================================================== |( 1 ) M004 |( 2 ) A880 |( 3 ) L159 |MAKCO, INCORPORATED |A & P SERVICES, LLC |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 13290 450.000 LF | 15.50000 6975.00| 20.15000 9067.50| 17.00000 7650.00 GUARDRAIL GR-8 (NCHRP 350 TL-3) | | | 0020 13292 25.000 LF | 20.00000 500.00| 34.00000 850.00| 23.00000 575.00 GUARDRAIL GR-8A (NCHRP 350 TL-3) | | | 0030 13294 25.000 LF | 24.00000 600.00| 52.00000 1300.00| 36.00000 900.00 GUARDRAIL GR-8B (NCHRP 350 TL-3) | | | 0040 13310 176.000 LF | 100.00000 17600.00| 125.00000 22000.00| 85.00000 14960.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13315 3.000 EA | 750.00000 2250.00| 830.00000 2490.00| 850.00000 2550.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 11301.000 LF | 20.00000 226020.00| 20.00000 226020.00| 24.00000 271224.00 GUARDRAIL GR-2 | | | 0070 13321 600.000 LF | 21.50000 12900.00| 25.00000 15000.00| 26.00000 15600.00 GUARDRAIL GR-2 7' POST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PJ9 -2 TABULATION OF BIDS CALL ORDER : PJ9 CONTRACT ID : C00090451N501B COUNTIES : STAUNTON LETTING DATE : 09/24/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) A880 |( 3 ) L159 |MAKCO, INCORPORATED |A & P SERVICES, LLC |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13323 13.000 LF | 26.00000 338.00| 35.25000 458.25| 40.00000 520.00 GUARDRAIL GR-2A | | | 0090 13331 888.000 LF | 21.00000 18648.00| 22.00000 19536.00| 27.00000 23976.00 RAD. GUARDRAIL GR-2 | | | 0100 13345 44.000 EA | 2500.00000 110000.00| 2600.00000 114400.00| 2800.00000 123200.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13355 200.000 LF | 25.00000 5000.00| 35.00000 7000.00| 35.00000 7000.00 GUARDRAIL GR-10 | | | 0120 13375 100.000 LF | 75.00000 7500.00| 125.00000 12500.00| 150.00000 15000.00 RAILING, TEXAS T-6 | | | 0130 13383 8.000 EA | 2100.00000 16800.00| 2300.00000 18400.00| 2500.00000 20000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13400 126.000 LF | 40.00000 5040.00| 150.00000 18900.00| 50.00000 6300.00 NS GUARDRAIL GUARDRAIL ASYMMETRICAL | | | THRIE BEAM RAIL | | | 0150 13400 50.000 LF | 25.00000 1250.00| 35.00000 1750.00| 40.00000 2000.00 NS GUARDRAIL GUARDRAIL GR-10 WEATHERING | | | STEEL | | | 0160 13400 100.000 LF | 40.00000 4000.00| 125.00000 12500.00| 100.00000 10000.00 NS GUARDRAIL GUARDRAIL GR-2 PLATED POST | | | 0170 13400 3663.000 LF | 20.00000 73260.00| 22.25000 81501.75| 24.00000 87912.00 NS GUARDRAIL GUARDRAIL GR-2 WEATHERING | | | STEEL | | | 0180 13400 163.000 LF | 22.00000 3586.00| 31.00000 5053.00| 27.00000 4401.00 NS GUARDRAIL GUARDRAIL RAD GR-2 | | | WEATHERING STEEL | | | 0190 13400 88.000 LF | 50.00000 4400.00| 100.00000 8800.00| 52.00000 4576.00 NS GUARDRAIL GUARDRAIL RAD THRIE BEAM | | | 0200 13400 50.000 LF | 100.00000 5000.00| 125.00000 6250.00| 90.00000 4500.00 NS GUARDRAIL GUARDRAIL TERMINAL GR-6 | | | WEATHERING STEEL | | | 0210 13400 438.000 LF | 30.00000 13140.00| 32.50000 14235.00| 50.00000 21900.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | 0220 13400 162.000 LF | 30.00000 4860.00| 42.50000 6885.00| 55.00000 8910.00 NS GUARDRAIL GUARDRAIL THRIE BEAM RAIL | | | WEATHERING STEEL | | | 0230 13401 4.000 EA | 2100.00000 8400.00| 2500.00000 10000.00| 2700.00000 10800.00 NS GUARDRAIL GUARDRAIL FIXED OBJ ATTCH | | | FOA1 TY1 WEATH STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PJ9 -3 TABULATION OF BIDS CALL ORDER : PJ9 CONTRACT ID : C00090451N501B COUNTIES : STAUNTON LETTING DATE : 09/24/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) A880 |( 3 ) L159 |MAKCO, INCORPORATED |A & P SERVICES, LLC |L. S. LEE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 13401 1.000 EA | 2389.50000 2389.50| 2000.00000 2000.00| 2700.00000 2700.00 NS GUARDRAIL GUARDRAIL GR-7 WEATHERING | | | STEEL | | | 0250 13401 10.000 EA | 2500.00000 25000.00| 2825.00000 28250.00| 3000.00000 30000.00 NS GUARDRAIL GUARDRAIL TERMINAL GR-9 | | | WEATHERING STEEL | | | 0260 24601 451.000 LF | 5.00000 2255.00| 10.00000 4510.00| 5.00000 2255.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | SECTION TOTALS | $ 577,711.50| $ 649,656.50| $ 699,409.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 577,711.50| $ 649,656.50| $ 699,409.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PL7 -1 TABULATION OF BIDS CALL ORDER : PL7 CONTRACT ID : C00089767N501 COUNTIES : WISE LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 01/30/09 COMPLETION DATE PROJECT(S) : PG00-097-101 FED # NONE CONTRACT DESCRIPTION: INSTALL GUARDRAIL FROM: 14.730 TO: 4.940 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S463 SELCO CONSTRUCTION SERVICES, INC. $ 385,751.35 100.0000% 2 M004 MAKCO, INCORPORATED $ 416,623.00 108.0030% 3 A880 A & P SERVICES, LLC $ 437,841.50 113.5036% 4 P009 PENN LINE SERVICE, INC. $ 530,821.00 137.6070% ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) A880 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10128 500.000 TON | 39.95000 19975.00| 40.00000 20000.00| 100.00000 50000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0020 13310 13.000 LF | 68.00000 884.00| 100.00000 1300.00| 100.00000 1300.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13320 16963.000 LF | 17.95000 304485.85| 19.00000 322297.00| 18.50000 313815.50 GUARDRAIL GR-2 | | | 0040 13321 200.000 LF | 21.95000 4390.00| 21.00000 4200.00| 21.00000 4200.00 GUARDRAIL GR-2 7' POST | | | 0050 13322 300.000 LF | 26.95000 8085.00| 23.00000 6900.00| 23.00000 6900.00 GUARDRAIL GR-2 8' POST | | | 0060 13345 19.000 EA | 2200.00000 41800.00| 2600.00000 49400.00| 2600.00000 49400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13346 3.000 EA | 200.00000 600.00| 200.00000 600.00| 100.00000 300.00 REMOVE GR-7 TERMINAL | | | 0080 24502 5.000 EA | 500.00000 2500.00| 200.00000 1000.00| 200.00000 1000.00 NS REMOVE EXIST. REMOVE EXIST. GR-5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PL7 -2 TABULATION OF BIDS CALL ORDER : PL7 CONTRACT ID : C00089767N501 COUNTIES : WISE LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) A880 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24504 2.000 EA | 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 NS REMOVE EXISTING REMOVE EXISTING GR-9 | | | 0100 24601 5263.000 LF | 0.50000 2631.50| 2.00000 10526.00| 2.00000 10526.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | SECTION TOTALS | $ 385,751.35| $ 416,623.00| $ 437,841.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 385,751.35| $ 416,623.00| $ 437,841.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PL8 -1 TABULATION OF BIDS CALL ORDER : PL8 CONTRACT ID : C00089762N01 COUNTIES : GRAYSON WISE LETTING DATE : 09/24/08 10:00 AM DISTRICT : 01 WYTHE CONTRACT TIME : 01/30/09 COMPLETION DATE PROJECT(S) : PG00-961-005 FED # NONE CONTRACT DESCRIPTION: INSTALL GUARDRAIL WISE, WYTHE, GRAYSON SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S463 SELCO CONSTRUCTION SERVICES, INC. $ 190,053.20 100.0000% 2 M004 MAKCO, INCORPORATED $ 192,870.00 101.4821% 3 A880 A & P SERVICES, LLC $ 209,785.00 110.3823% 4 G026 GUARD RAIL OF ROANOKE, INC. $ 233,104.00 122.6520% 5 P009 PENN LINE SERVICE, INC. $ 285,333.00 150.1332% ==================================================================================================================================== |( 1 ) S463 |( 2 ) M004 |( 3 ) A880 |SELCO CONSTRUCTION SERVICES |MAKCO, INCORPORATED |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10128 115.000 TON | 39.95000 4594.25| 50.00000 5750.00| 100.00000 11500.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0020 13310 13.000 LF | 68.00000 884.00| 100.00000 1300.00| 100.00000 1300.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13320 8513.000 LF | 17.95000 152808.35| 18.00000 153234.00| 19.00000 161747.00 GUARDRAIL GR-2 | | | 0040 13321 100.000 LF | 21.95000 2195.00| 20.00000 2000.00| 21.00000 2100.00 GUARDRAIL GR-2 7' POST | | | 0050 13322 200.000 LF | 26.95000 5390.00| 22.00000 4400.00| 23.00000 4600.00 GUARDRAIL GR-2 8' POST | | | 0060 13331 88.000 LF | 19.95000 1755.60| 20.00000 1760.00| 24.00000 2112.00 RAD. GUARDRAIL GR-2 | | | 0070 13345 10.000 EA | 2200.00000 22000.00| 2400.00000 24000.00| 2600.00000 26000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 24601 213.000 LF | 2.00000 426.00| 2.00000 426.00| 2.00000 426.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | SECTION TOTALS | $ 190,053.20| $ 192,870.00| $ 209,785.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 190,053.20| $ 192,870.00| $ 209,785.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM0 -1 TABULATION OF BIDS CALL ORDER : PM0 CONTRACT ID : CM908SMA39513 COUNTIES : NORTHERN VA LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : SM-9A-08 FED # N/A CONTRACT DESCRIPTION: PAVEMENT MESSAGE MARKING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 832,700.00 100.0000% 2 T302 TRAFFIC LINES, INC. $ 954,900.00 114.6752% 3 R197 ROADMARK CORPORATION $ 1,082,697.50 130.0225% 4 P368 PAYNE'S PARKING DESIGNS, INC. $ 1,485,864.50 178.4394% ==================================================================================================================================== |( 1 ) A231 |( 2 ) T302 |( 3 ) R197 |A ANNANDALE, INC. |TRAFFIC LINES, INC. |ROADMARK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 54042 5500.000 LF | 7.50000 41250.00| 3.00000 16500.00| 3.75000 20625.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0020 54100 17500.000 LF | 2.00000 35000.00| 2.98000 52150.00| 3.25000 56875.00 NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | CROSS WALK (PREFORMED) | | | 0030 54100 50000.000 LF | 0.80000 40000.00| 0.75000 37500.00| 2.00000 100000.00 NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | CROSS WALK (TYPE B CLASS I) | | | 0040 54100 12500.000 LF | 9.00000 112500.00| 11.90000 148750.00| 11.50000 143750.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HASH CROSS WALK (PREFORMED) | | | 0050 54100 35000.000 LF | 5.00000 175000.00| 3.00000 105000.00| 3.75000 131250.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HASH CROSS WALK (TYPE B CLASS I) | | | 0060 54100 200.000 LF | 10.00000 2000.00| 5.00000 1000.00| 2.00000 400.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | MINI SKIPS (PREFORMED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM0 -2 TABULATION OF BIDS CALL ORDER : PM0 CONTRACT ID : CM908SMA39513 COUNTIES : NORTHERN VA LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) T302 |( 3 ) R197 |A ANNANDALE, INC. |TRAFFIC LINES, INC. |ROADMARK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 54100 600.000 LF | 10.00000 6000.00| 4.00000 2400.00| 2.00000 1200.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | MINI SKIPS (TYPE B CLASS I) | | | 0080 54100 10750.000 LF | 5.00000 53750.00| 3.00000 32250.00| 3.75000 40312.50 NS PAVEMENT MARKING PAVEMENT MARKING | | | WHITE HASH (TYPE B CLASS I) | | | 0090 54100 17000.000 LF | 5.00000 85000.00| 3.00000 51000.00| 3.75000 63750.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | YELLOW HASH (TYPE B CLASS I) | | | 0100 54101 750.000 EA | 90.00000 67500.00| 175.00000 131250.00| 166.00000 124500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | ELONGATED ARROW (PREFORMED) | | | 0110 54101 2.000 EA | 200.00000 400.00| 200.00000 400.00| 210.00000 420.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HANDICAP SYMBOL (PREFORMED) | | | 0120 54101 5.000 EA | 100.00000 500.00| 175.00000 875.00| 200.00000 1000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND (PREFORMED) | | | 0130 54101 5.000 EA | 100.00000 500.00| 150.00000 750.00| 200.00000 1000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND (TYPE B CLASS I) | | | 0140 54101 2.000 EA | 900.00000 1800.00| 1000.00000 2000.00| 1000.00000 2000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | INTERSTATE SHIELD (PREFORMED) | | | 0150 54101 500.000 EA | 4.00000 2000.00| 29.50000 14750.00| 5.00000 2500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | RUMBLE STRIPS (PREFORMED) | | | 0160 54101 500.000 EA | 4.00000 2000.00| 27.00000 13500.00| 2.00000 1000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | RUMBLE STRIPS (TYPE B CLASS I) | | | 0170 54101 2.000 EA | 1000.00000 2000.00| 475.00000 950.00| 520.00000 1040.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SCHOOL ZONE - DOUBLE LANE (PREFORMED) | | | 0180 54101 2.000 EA | 500.00000 1000.00| 250.00000 500.00| 250.00000 500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SLOW (PREFORMED) | | | 0190 54101 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 500.00000 1000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SPEED TABLE (PREFORMED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM0 -3 TABULATION OF BIDS CALL ORDER : PM0 CONTRACT ID : CM908SMA39513 COUNTIES : NORTHERN VA LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) T302 |( 3 ) R197 |A ANNANDALE, INC. |TRAFFIC LINES, INC. |ROADMARK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 54101 1.000 EA | 500.00000 500.00| 1000.00000 1000.00| 350.00000 350.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SPEED TABLE (TYPE B CLASS I) | | | 0210 54101 10.000 EA | 700.00000 7000.00| 475.00000 4750.00| 610.00000 6100.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | STOP AHEAD (PREFORMED) | | | 0220 54101 175.000 EA | 50.00000 8750.00| 175.00000 30625.00| 125.00000 21875.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | YIELD BAR (PREFORMED) | | | 0230 54105 10000.000 LF | 0.40000 4000.00| 0.50000 5000.00| 0.50000 5000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0240 54106 12500.000 SF | 1.00000 12500.00| 1.50000 18750.00| 3.00000 37500.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0250 54300 3000.000 EA | 40.00000 120000.00| 75.00000 225000.00| 70.00000 210000.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0260 54400 400.000 EA | 100.00000 40000.00| 125.00000 50000.00| 250.00000 100000.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0270 54401 12.000 EA | 500.00000 6000.00| 312.50000 3750.00| 500.00000 6000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0280 54404 5.000 EA | 750.00000 3750.00| 500.00000 2500.00| 550.00000 2750.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 832,700.00| $ 954,900.00| $ 1,082,697.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,700.00| $ 954,900.00| $ 1,082,697.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM2 -1 TABULATION OF BIDS CALL ORDER : PM2 CONTRACT ID : CM908SMB39672 COUNTIES : NORTHERN VA LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : SM-9B-08 FED # N/A CONTRACT DESCRIPTION: PAVEMENT MESSAGE MARKING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T302 TRAFFIC LINES, INC. $ 1,004,375.00 100.0000% 2 A231 A ANNANDALE, INC. $ 1,031,100.00 102.6609% 3 R197 ROADMARK CORPORATION $ 1,254,375.00 124.8911% ==================================================================================================================================== |( 1 ) T302 |( 2 ) A231 |( 3 ) R197 |TRAFFIC LINES, INC. |A ANNANDALE, INC. |ROADMARK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 54042 30000.000 LF | 3.00000 90000.00| 5.00000 150000.00| 4.00000 120000.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0020 54100 10000.000 LF | 11.90000 119000.00| 10.00000 100000.00| 11.75000 117500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | 24" HASH CROSS WALK (PREFORMED) | | | 0030 54100 40000.000 LF | 3.00000 120000.00| 5.00000 200000.00| 4.00000 160000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | 24" HASH CROSS WALK (TYPE B CLASS I) | | | 0040 54100 22500.000 LF | 3.00000 67500.00| 5.00000 112500.00| 4.00000 90000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | 24" WHITE HASH (TYPE B CLASS I) | | | 0050 54100 25000.000 LF | 3.00000 75000.00| 5.00000 125000.00| 4.00000 100000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | 24" YELLOW HASH (TYPE B CLASS I) | | | 0060 54100 15000.000 LF | 2.98000 44700.00| 2.00000 30000.00| 3.15000 47250.00 NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | CROSS WALK (PREFORMED) | | | 0070 54100 60000.000 LF | 0.75000 45000.00| 1.00000 60000.00| 2.00000 120000.00 NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | CROSS WALK (TYPE B CLASS I) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM2 -2 TABULATION OF BIDS CALL ORDER : PM2 CONTRACT ID : CM908SMB39672 COUNTIES : NORTHERN VA LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T302 |( 2 ) A231 |( 3 ) R197 |TRAFFIC LINES, INC. |A ANNANDALE, INC. |ROADMARK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 54100 850.000 LF | 5.00000 4250.00| 10.00000 8500.00| 3.00000 2550.00 NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | MINI SKIPS (PREFORMED) | | | 0090 54100 3500.000 LF | 4.00000 14000.00| 5.00000 17500.00| 2.10000 7350.00 NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | MINI SKIPS (TYPE B CLASS I) | | | 0100 54100 1000.000 LF | 29.50000 29500.00| 4.00000 4000.00| 5.25000 5250.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | RUMBLE STRIPS (PREFORMED) | | | 0110 54100 1000.000 LF | 27.00000 27000.00| 4.00000 4000.00| 3.00000 3000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | RUMBLE STRIPS (TYPE B CLASS I) | | | 0120 54100 25.000 LF | 175.00000 4375.00| 50.00000 1250.00| 100.00000 2500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | YIELD BAR (PREFORMED) | | | 0130 54101 550.000 EA | 175.00000 96250.00| 90.00000 49500.00| 175.00000 96250.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | ELONGATED ARROW SINGLE (PREFORMED) | | | 0140 54101 4.000 EA | 200.00000 800.00| 200.00000 800.00| 225.00000 900.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HANDICAP SYMBOL (PREFORMED) | | | 0150 54101 50.000 EA | 175.00000 8750.00| 100.00000 5000.00| 200.00000 10000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND (PREFORMED) | | | 0160 54101 20.000 EA | 150.00000 3000.00| 100.00000 2000.00| 200.00000 4000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMOND (TYPE B CLASS I) | | | 0170 54101 6.000 EA | 1000.00000 6000.00| 900.00000 5400.00| 1500.00000 9000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | INTERSTATE SHIELD (PREFORMED) | | | 0180 54101 14.000 EA | 475.00000 6650.00| 700.00000 9800.00| 575.00000 8050.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SCHOOL ZONE DOUBLE LANE (PREFORMED) | | | 0190 54101 4.000 EA | 250.00000 1000.00| 250.00000 1000.00| 275.00000 1100.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SLOW (PREFORMED) | | | 0200 54101 11.000 EA | 1000.00000 11000.00| 500.00000 5500.00| 600.00000 6600.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SPEED TABLE (PREFORMED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM2 -3 TABULATION OF BIDS CALL ORDER : PM2 CONTRACT ID : CM908SMB39672 COUNTIES : NORTHERN VA LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T302 |( 2 ) A231 |( 3 ) R197 |TRAFFIC LINES, INC. |A ANNANDALE, INC. |ROADMARK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 54101 3.000 EA | 1000.00000 3000.00| 500.00000 1500.00| 400.00000 1200.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | SPEED TABLE (TYPE B CLASS I) | | | 0220 54101 6.000 EA | 475.00000 2850.00| 700.00000 4200.00| 650.00000 3900.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | STOP AHEAD (PREFORMED) | | | 0230 54105 10000.000 LF | 0.50000 5000.00| 0.40000 4000.00| 0.75000 7500.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0240 54106 12500.000 SF | 1.50000 18750.00| 1.00000 12500.00| 5.00000 62500.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0250 54300 2200.000 EA | 75.00000 165000.00| 40.00000 88000.00| 90.00000 198000.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0260 54400 34.000 EA | 125.00000 4250.00| 100.00000 3400.00| 275.00000 9350.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0270 54401 100.000 EA | 312.50000 31250.00| 250.00000 25000.00| 600.00000 60000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0280 54404 1.000 EA | 500.00000 500.00| 750.00000 750.00| 625.00000 625.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,004,375.00| $ 1,031,100.00| $ 1,254,375.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,004,375.00| $ 1,031,100.00| $ 1,254,375.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM7 -1 TABULATION OF BIDS CALL ORDER : PM7 CONTRACT ID : C0086465N01 COUNTIES : LOUDOUN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 07/15/09 COMPLETION DATE PROJECT(S) : 0802-053-P22,N501 FED # NONE CONTRACT DESCRIPTION: GRADE, DRAI & ASP. S. T. PAVE FROM: SIMPSON CIRCLE (RTE. 662) S. TO: SIMPSON CIRCLE (RTE. 662) N. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F373 FINLEY ASPHALT & SEALING, INC. $ 206,371.00 100.0000% 2 A648 A & M CONCRETE CORP. $ 231,792.50 112.3183% 3 S1016 SAGRES CONSTRUCTION CORPORATION $ 293,462.50 142.2014% ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) S1016 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |SAGRES CONSTRUCTION CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD ITEM | | | 0010 00100 LUMP| 4528.50000 4528.50| 21500.00000 21500.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 00125 LUMP| 35000.00000 35000.00| 25000.00000 25000.00| 116000.00000 116000.00 GRADING | | | 0030 00536 3.000 CY | 500.00000 1500.00| 500.00000 1500.00| 580.00000 1740.00 NS CONCRETE CONCRETE CLASS A 4.5 | | | 0040 00598 200.000 LF | 12.00000 2400.00| 13.50000 2700.00| 20.00000 4000.00 NS UNDERDRAIN UNDERDRAIN UD-1 MOD. | | | 0050 01120 18.000 LF | 100.00000 1800.00| 65.00000 1170.00| 60.00000 1080.00 12" PIPE | | | 0060 01150 82.000 LF | 85.00000 6970.00| 50.00000 4100.00| 70.00000 5740.00 15" PIPE | | | 0070 04110 60.000 LF | 90.00000 5400.00| 51.00000 3060.00| 150.00000 9000.00 17" X 13" ARCH PIPE | | | 0080 06120 2.000 EA | 800.00000 1600.00| 650.00000 1300.00| 750.00000 1500.00 12" END SECTION ES-1 OR 2 | | | 0090 09151 2.000 SY | 200.00000 400.00| 200.00000 400.00| 295.00000 590.00 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PM7 -2 TABULATION OF BIDS CALL ORDER : PM7 CONTRACT ID : C0086465N01 COUNTIES : LOUDOUN LETTING DATE : 09/24/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F373 |( 2 ) A648 |( 3 ) S1016 |FINLEY ASPHALT & SEALING, I |A & M CONCRETE CORP. |SAGRES CONSTRUCTION CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10011 140.000 TON | 170.00000 23800.00| 185.00000 25900.00| 135.00000 18900.00 HYDRAULIC CEMENT | | | 0110 10028 3350.000 SY | 6.00000 20100.00| 6.50000 21775.00| 6.50000 21775.00 MANIPULATION 8" | | | 0120 10123 1510.000 TON | 25.00000 37750.00| 30.50000 46055.00| 25.00000 37750.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0130 10423 3350.000 SY | 8.75000 29312.50| 10.20000 34170.00| 7.75000 25962.50 BLOTTED SEAL COAT TY. C-1 | | | 0140 24100 180.000 HR | 20.00000 3600.00| 50.00000 9000.00| 15.00000 2700.00 ALLAYING DUST | | | 0150 24160 168.000 SF | 10.00000 1680.00| 17.50000 2940.00| 20.00000 3360.00 CONSTRUCTION SIGNS | | | 0160 24260 225.000 TON | 25.00000 5625.00| 31.50000 7087.50| 25.00000 5625.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0170 24278 350.000 DAY | 2.00000 700.00| 1.00000 350.00| 2.75000 962.50 GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 480.000 HR | 20.00000 9600.00| 18.75000 9000.00| 17.50000 8400.00 FLAGGER SERVICE | | | 0190 27321 175.000 SY | 3.00000 525.00| 4.00000 700.00| 3.00000 525.00 PROTECTIVE COVERING EC-2 | | | 0200 27325 300.000 SY | 5.00000 1500.00| 7.00000 2100.00| 5.25000 1575.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 0210 27327 255.000 SY | 11.00000 2805.00| 7.00000 1785.00| 7.50000 1912.50 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0220 27415 17.000 EA | 150.00000 2550.00| 175.00000 2975.00| 250.00000 4250.00 CHECK DAM(ROCK) TY. II | | | 0230 27506 2890.000 LF | 2.50000 7225.00| 2.50000 7225.00| 3.50000 10115.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 206,371.00| $ 231,792.50| $ 293,462.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,371.00| $ 231,792.50| $ 293,462.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PN1 -1 TABULATION OF BIDS CALL ORDER : PN1 CONTRACT ID : M608BRD39755 COUNTIES : MATHEWS LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/20/08 COMPLETION DATE PROJECT(S) : 0223-057-1002, SR13 FED # NONE CONTRACT DESCRIPTION: STEEL REPAIRS RTE. 223 OVER MILFORD HAVEN SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 188,490.00 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 353,165.00 187.3654% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 368,515.00 195.5090% 4 B919 BLASTECH ENTERPRISES, INC. $ 568,659.00 301.6919% ==================================================================================================================================== |( 1 ) M813 |( 2 ) C097 |( 3 ) L005 |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| 28000.00000 28000.00 MOBILIZATION | | | 0020 24160 144.000 SF | 10.00000 1440.00| 35.00000 5040.00| 35.00000 5040.00 CONSTRUCTION SIGNS | | | 0030 24272 250.000 HR | 18.00000 4500.00| 40.00000 10000.00| 7.00000 1750.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 500.000 DAY | 1.00000 500.00| 5.00000 2500.00| 2.00000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 500.000 HR | 7.00000 3500.00| 12.00000 6000.00| 9.00000 4500.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24282 400.000 HR | 20.00000 8000.00| 35.00000 14000.00| 25.00000 10000.00 FLAGGER SERVICE | | | 0070 68476 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 44000.00000 44000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. 1002 | | | 0080 68492 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2200.00000 2200.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. 1002 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PN1 -2 TABULATION OF BIDS CALL ORDER : PN1 CONTRACT ID : M608BRD39755 COUNTIES : MATHEWS LETTING DATE : 09/24/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) C097 |( 3 ) L005 |MCCLAIN & CO., INC. |CORMAN CONSTRUCTION, INC. |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 68631 75.000 LF | 10.00000 750.00| 35.00000 2625.00| 39.00000 2925.00 CRACK SEALING | | | 0100 68900 LUMP| 26800.00000 26800.00| 50000.00000 50000.00| 96100.00000 96100.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. 1002 | | | 0110 68908 LUMP| 83000.00000 83000.00| 220000.00000 220000.00| 173000.00000 173000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR STRUCT. STEEL | | | SECTION TOTALS | $ 188,490.00| $ 353,165.00| $ 368,515.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,490.00| $ 353,165.00| $ 368,515.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PN2 -1 TABULATION OF BIDS CALL ORDER : PN2 CONTRACT ID : C00089784B01 COUNTIES : GREENSVILLE SOUTHAMPTON LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 JAMES CITY CONTRACT TIME : 06/30/09 COMPLETION DATE PROJECT(S) : BR-5D-08 FED # NONE BR-5D-08 FED # NONE BR-5D-08 FED # NONE OTHERS CONTRACT DESCRIPTION: DECK, SUPERSTRUCTURE, AND SUBSTRUCTURE REPAIRS VARIOUS LOCATIONS - GREENSVILLE, SOUTHAMPTON, AND JAMES CITY COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M683 M. D. MILLER CO., INC. $ 466,963.00 100.0000% 2 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 494,800.00 105.9613% 3 C097 CORMAN CONSTRUCTION, INC. $ 629,148.00 134.7319% 4 P497 PRECON MARINE, INCORPORATED $ 829,190.00 177.5708% 5 C174 CLECO CORPORATION $ 869,440.00 186.1903% ==================================================================================================================================== |( 1 ) M683 |( 2 ) L005 |( 3 ) C097 |M. D. MILLER CO., INC. |LANFORD BROTHERS COMPANY, I |CORMAN 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| 60000.00000 60000.00| 38000.00000 38000.00| 52000.00000 52000.00 MOBILIZATION | | | 0020 24265 LUMP| 4900.00000 4900.00| 1400.00000 1400.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1003 | | | 0030 24265 LUMP| 5200.00000 5200.00| 1800.00000 1800.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1005 -- | | | 09057 | | | 0040 24265 LUMP| 10850.00000 10850.00| 1650.00000 1650.00| 18500.00000 18500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1006 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/23/08 PAGE : PN2 -2 TABULATION OF BIDS CALL ORDER : PN2 CONTRACT ID : C00089784B01 COUNTIES : GREENSVILLE SOUTHAMPTON LETTING DATE : 09/24/08 10:00 AM DISTRICT : 05 JAMES CITY SET-ASIDE : ==================================================================================================================================== |( 1 ) M683 |( 2 ) L005 |( 3 ) C097 |M. D. MILLER CO., INC. |LANFORD BROTHERS COMPANY, I |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 24265 LUMP| 5800.00000 5800.00| 1050.00000 1050.00| 8000.00000 8000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1018 | | | 0060 24265 LUMP| 6500.00000 6500.00| 1200.00000 1200.00| 8000.00000 8000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 1019 | | | 0070 24265 LUMP| 4200.00000 4200.00| 1350.00000 1350.00| 8500.00000 8500.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 2800 | | | 0080 24265 LUMP| 2800.00000 2800.00| 900.00000 900.00| 9000.00000 9000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 2801 | | | 0090 24265 LUMP| 7700.00000 7700.00| 1050.00000 1050.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NUMBER 1005 -- | | | 17729 | | | 0100 68322 98.000 SY | 400.00000 39200.00| 405.00000 39690.00| 700.00000 68600.00 TYPE B PATCHING (HES) | | | 0110 68574 943.000 LF | 35.00000 33005.00| 32.00000 30176.00| 55.00000 51865.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0120 68600 250.000 SY | 650.00000 162500.00| 875.00000 218750.00| 705.00000 176250.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0130 68910 1588.000 SY | 46.00000 73048.00| 51.00000 80988.00| 61.75000 98059.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR MODIFIED EP-5 EPOXY CONC. | | | OVERLAY | | | 0140 68910 64.000 SY | 40.00000 2560.00| 34.00000 2176.00| 106.00000 6784.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR WATERPROOF. PARA.&TERM. | | | WALLS(EP-3T&3B) | | | 0150 69500 70.000 SY | 625.00000 43750.00| 1000.00000 70000.00| 1139.00000 79730.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0160 69908 110.000 SY | 45.00000 4950.00| 42.00000 4620.00| 126.00000 13860.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR WATERPROOF BENTS & ABUTS. | | | (EP3T&3B) | | | SECTION TOTALS | $ 466,963.00| $ 494,800.00| $ 629,148.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,963.00| $ 494,800.00| $ 629,148.00 ==================================================================================================================================== 68