E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -1 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/12/10 COMPLETION DATE PROJECT(S) : 0001-076-141, B609 FED # BR-5401(755) 0001-076-141,C501 FED # STP-5401(756) 0001-076-141,C501 FED # STP-5401(756) OTHERS CONTRACT DESCRIPTION: BRIDGE REPLACEMENT ON ROUTE 1 OVER NEABSCO CREEK FROM: 0.117 MI. SOUTH OF CARDINAL DRIVE TO: 0.131 MI. NORTH OF BLACKBURN ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P680 PHILLIPS CONSTRUCTION, LLC $ 18,166,744.19 100.0000% 2 A571 A & W CONTRACTING CORPORATION $ 18,376,521.70 101.1547% 3 M008 MARTIN AND GASS, INCORPORATED $ 20,928,342.01 115.2014% 4 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 21,285,997.43 117.1701% 5 L002 THE LANE CONSTRUCTION CORPORATION $ 22,637,960.85 124.6121% 6 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 23,193,156.70 127.6682% 7 E009 W. C. ENGLISH, INCORPORATED $ 24,178,829.15 133.0939% ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 941665.10000 941665.10| 1100000.00000 1100000.00| 1044404.00000 1044404.00 MOBILIZATION | | | 0020 00101 LUMP| 254107.12000 254107.12| 120000.00000 120000.00| 121948.00000 121948.00 CONSTRUCTION SURVEYING | | | 0030 00108 LUMP| 11261.89000 11261.89| 15000.00000 15000.00| 11858.00000 11858.00 NS MONITORING MONITORING CONSTRUCTION | | | SURVEYING (CLOMR) | | | 0040 00110 1.000 LS | 128568.48000 128568.48| 35000.00000 35000.00| 356782.00000 356782.00 CLEARING AND GRUBBING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -2 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00118 225.000 CY | 6.87000 1545.75| 5.50000 1237.50| 11.55000 2598.75 NS EXCAVATION EXCAVATION SEDIMENT BASIN | | | EXCAV. | | | 0060 00120 39130.000 CY | 14.66000 573645.80| 21.00000 821730.00| 25.20000 986076.00 REGULAR EXCAVATION | | | 0070 00140 50951.000 CY | 8.87000 451935.37| 8.50000 433083.50| 10.25000 522247.75 BORROW EXCAVATION | | | 0080 00211 727.000 CY | 16.49000 11988.23| 65.00000 47255.00| 24.25000 17629.75 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0090 00270 6009.000 TON | 27.36000 164406.24| 19.50000 117175.50| 23.25000 139709.25 SELECT MATL. TY. I MIN. CBR-30 | | | 0100 00355 9018.000 SY | 1.89000 17044.02| 2.00000 18036.00| 2.50000 22545.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0110 00491 4425.000 CY | 48.02000 212488.50| 30.00000 132750.00| 36.25000 160406.25 CLASS I BACKFILL MATERIAL | | | 0120 00505 139.000 TON | 23.11000 3212.29| 27.00000 3753.00| 23.25000 3231.75 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0130 00506 878.000 TON | 28.33000 24873.74| 29.00000 25462.00| 27.75000 24364.50 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. NO#57 | | | 0140 00519 22953.000 SF | 31.83000 730593.99| 7.50000 172147.50| 35.57000 816438.21 SHEET PILE, STEEL | | | 0150 00523 212.000 LF | 4866.88000 1031778.56| 3800.00000 805600.00| 3835.00000 813020.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT 12'X8' QUADRUPLE | | | 0160 00525 49.000 CY | 686.00000 33614.00| 1020.00000 49980.00| 994.00000 48706.00 CONCRETE CLASS A3 MISC. | | | 0170 00529 72.000 CY | 205.80000 14817.60| 325.00000 23400.00| 220.00000 15840.00 FLOWABLE BACKFILL | | | 0180 00540 10302.000 LB | 0.94000 9683.88| 0.90000 9271.80| 1.00000 10302.00 REINF. STEEL | | | 0190 00560 370.000 LB | 4.68000 1731.60| 12.00000 4440.00| 1.00000 370.00 STRUCTURAL STEEL JB-1 | | | 0200 00588 5008.000 LF | 9.37000 46924.96| 12.00000 60096.00| 7.25000 36308.00 UNDERDRAIN UD-4 | | | 0210 00592 706.000 LF | 8.60000 6071.60| 19.00000 13414.00| 8.75000 6177.50 COMB. UNDERDRAIN CD-1&2 | | | 0220 00595 292.000 LF | 15.64000 4566.88| 19.00000 5548.00| 10.50000 3066.00 OUTLET PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -3 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 01122 16.000 LF | 42.28000 676.48| 73.00000 1168.00| 58.00000 928.00 12" CONC. PIPE | | | 0240 01152 93.000 LF | 69.54000 6467.22| 73.00000 6789.00| 58.25000 5417.25 15" CONC. PIPE | | | 0250 01180 114.000 LF | 61.10000 6965.40| 78.00000 8892.00| 57.50000 6555.00 18" PIPE | | | 0260 01182 2896.000 LF | 48.75000 141180.00| 62.00000 179552.00| 57.75000 167244.00 18" CONC. PIPE | | | 0270 01242 599.000 LF | 69.78000 41798.22| 81.00000 48519.00| 73.25000 43876.75 24" CONC. PIPE | | | 0280 01302 199.000 LF | 90.54000 18017.46| 126.00000 25074.00| 77.00000 15323.00 30" CONC. PIPE | | | 0290 01362 1012.000 LF | 106.12000 107393.44| 136.00000 137632.00| 103.50000 104742.00 36" CONC. PIPE | | | 0300 01422 214.000 LF | 145.43000 31122.02| 163.00000 34882.00| 129.00000 27606.00 42" CONC. PIPE | | | 0310 01482 284.000 LF | 162.85000 46249.40| 205.00000 58220.00| 155.25000 44091.00 48" CONC. PIPE | | | 0320 01602 152.000 LF | 276.78000 42070.56| 275.00000 41800.00| 240.25000 36518.00 60" CONC. PIPE | | | 0330 02092 1.000 EA | 13681.20000 13681.20| 9500.00000 9500.00| 11000.00000 11000.00 NS SPEC. DES. SPEC. DES. SLOT INLET 50' | | | 0340 02093 125.000 LF | 137.20000 17150.00| 59.00000 7375.00| 86.25000 10781.25 NS SPEC. DESIGN SPEC. DESIGN DRY RIPRAP | | | FOR SILL | | | 0350 02093 290.000 LF | 82.45000 23910.50| 5.00000 1450.00| 32.10000 9309.00 NS SPEC. DESIGN SPEC. DESIGN SANDBAG | | | DIVERSION DIKE | | | 0360 02093 1284.000 LF | 137.20000 176164.80| 120.00000 154080.00| 88.00000 112992.00 NS SPEC. DESIGN SPEC. DESIGN STONE | | | RIPRAP 30" VANES & CROSS VANES | | | 0370 02242 40.000 LF | 130.30000 5212.00| 162.00000 6480.00| 129.75000 5190.00 38" X 24" ELLIPTICAL CONC. PIPE | | | 0380 02272 117.000 LF | 153.69000 17981.73| 169.00000 19773.00| 133.50000 15619.50 42" X 27" ELLIPTICAL CONC. PIPE | | | 0390 06181 1.000 EA | 923.52000 923.52| 965.00000 965.00| 946.00000 946.00 18" END SECTION ES-1 | | | 0400 06241 1.000 EA | 1058.22000 1058.22| 1070.00000 1070.00| 647.00000 647.00 24" END SECTION ES-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -4 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 06504 1.000 EA | 3529.53000 3529.53| 3150.00000 3150.00| 3242.00000 3242.00 38" X 24" END SECTION ES-1A | | | 0420 06765 2.000 EA | 5393.09000 10786.18| 3900.00000 7800.00| 4236.00000 8472.00 DROP INLET DI-2C,L=6' | | | 0430 06815 3.000 EA | 2768.32000 8304.96| 2460.00000 7380.00| 2727.00000 8181.00 DROP INLET DI-3A | | | 0440 06817 7.000 EA | 3301.52000 23110.64| 2575.00000 18025.00| 2847.00000 19929.00 DROP INLET DI-3B,L=4' | | | 0450 06818 8.000 EA | 4463.05000 35704.40| 3650.00000 29200.00| 3968.00000 31744.00 DROP INLET DI-3B,L=6' | | | 0460 06819 3.000 EA | 4000.86000 12002.58| 2940.00000 8820.00| 3291.00000 9873.00 DROP INLET DI-3B,L=8' | | | 0470 06826 1.000 EA | 4570.02000 4570.02| 3000.00000 3000.00| 3357.00000 3357.00 DROP INLET DI-3BB,L=4' | | | 0480 06835 8.000 EA | 4300.00000 34400.00| 3000.00000 24000.00| 3463.00000 27704.00 DROP INLET DI-3C,L=6' | | | 0490 06837 1.000 EA | 3970.20000 3970.20| 3100.00000 3100.00| 3421.00000 3421.00 DROP INLET DI-3C,L=10' | | | 0500 06853 3.000 EA | 4641.64000 13924.92| 3650.00000 10950.00| 3921.00000 11763.00 DROP INLET DI-3E,L=4' | | | 0510 06854 4.000 EA | 4651.94000 18607.76| 3650.00000 14600.00| 3906.00000 15624.00 DROP INLET DI-3E,L=6' | | | 0520 06855 3.000 EA | 4826.21000 14478.63| 3740.00000 11220.00| 4131.00000 12393.00 DROP INLET DI-3E,L=8' | | | 0530 06856 1.000 EA | 4886.70000 4886.70| 3950.00000 3950.00| 4360.00000 4360.00 DROP INLET DI-3E,L=10' | | | 0540 06858 2.000 EA | 5604.14000 11208.28| 4400.00000 8800.00| 4928.00000 9856.00 DROP INLET DI-3E,L=14' | | | 0550 06859 1.000 EA | 6171.15000 6171.15| 4850.00000 4850.00| 5324.00000 5324.00 DROP INLET DI-3E,L=16' | | | 0560 06865 1.000 EA | 5852.34000 5852.34| 4500.00000 4500.00| 4909.00000 4909.00 DROP INLET DI-3EE,L=10' | | | 0570 07004 2.000 EA | 4279.21000 8558.42| 3100.00000 6200.00| 4133.00000 8266.00 DROP INLET DI-3F,L=6' | | | 0580 07008 1.000 EA | 5021.73000 5021.73| 4100.00000 4100.00| 4484.00000 4484.00 DROP INLET DI-3F,L=10' | | | 0590 07010 1.000 EA | 5680.44000 5680.44| 4300.00000 4300.00| 4795.00000 4795.00 DROP INLET DI-3F,L=12' | | | 0600 07110 2.000 EA | 5154.34000 10308.68| 3750.00000 7500.00| 4265.00000 8530.00 DROP INLET DI-4B,L=6' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -5 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 07126 1.000 EA | 5826.95000 5826.95| 4100.00000 4100.00| 5179.00000 5179.00 DROP INLET DI-4BB,L=6' | | | 0620 07308 1.000 EA | 7738.07000 7738.07| 5600.00000 5600.00| 5927.00000 5927.00 DROP INLET DI-4E,L=6' | | | 0630 07310 3.000 EA | 5672.08000 17016.24| 4500.00000 13500.00| 4862.00000 14586.00 DROP INLET DI-4E,L=8 | | | 0640 07314 1.000 EA | 6277.52000 6277.52| 4850.00000 4850.00| 5342.00000 5342.00 DROP INLET DI-4E,L=12 | | | 0650 07324 4.000 EA | 6933.21000 27732.84| 5300.00000 21200.00| 6257.00000 25028.00 DROP INLET DI-4EE,L=6' | | | 0660 07406 2.000 EA | 7023.75000 14047.50| 5100.00000 10200.00| 5429.00000 10858.00 DROP INLET DI-4F,L=8' | | | 0670 07508 5.000 EA | 1199.72000 5998.60| 4100.00000 20500.00| 4332.00000 21660.00 DROP INLET DI-7 | | | 0680 08924 1.000 EA | 3640.44000 3640.44| 3000.00000 3000.00| 3066.00000 3066.00 DROP INLET DI-12B,L=4' | | | 0690 09056 43.000 LF | 877.19000 37719.17| 525.00000 22575.00| 724.00000 31132.00 MANHOLE MH-1 OR 2 | | | 0700 09057 16.000 EA | 412.67000 6602.72| 300.00000 4800.00| 375.00000 6000.00 FRAME & COVER MH-1 | | | 0710 09150 26.000 TON | 66.40000 1726.40| 73.00000 1898.00| 55.50000 1443.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0720 09250 4.000 EA | 1542.64000 6170.56| 325.00000 1300.00| 165.00000 660.00 SLOPE DRAIN | | | 0730 10017 5211.000 TON | 43.87000 228606.57| 39.00000 203229.00| 44.00000 229284.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0740 10061 1925.000 TON | 62.31000 119946.75| 61.00000 117425.00| 63.00000 121275.00 STAB. OPEN-GRADED MATERIAL | | | 0750 10128 11569.000 TON | 29.19000 337699.11| 26.00000 300794.00| 29.50000 341285.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0760 10250 16881.000 TON | 27.85000 470135.85| 27.00000 455787.00| 30.00000 506430.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. # | | | 0770 10499 39606.000 SY | 4.68000 185356.08| 4.50000 178227.00| 8.00000 316848.00 NS PAVEMENT PAVEMENT DEMO. OF PAVEMENT | | | (COMBINED) | | | 0780 10610 2677.000 TON | 69.34000 185623.18| 64.50000 172666.50| 63.50000 169989.50 ASPHALT CONCRETE TY. IM-19.0A | | | 0790 10630 15154.000 SY | 2.92000 44249.68| 2.25000 34096.50| 3.00000 45462.00 FLEXIBLE PAVEMENT PLANING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -6 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 10635 81.000 TON | 106.33000 8612.73| 95.00000 7695.00| 67.25000 5447.25 ASPHALT CONCRETE TY. SM-9.5A | | | 0810 10636 4872.000 TON | 75.80000 369297.60| 67.50000 328860.00| 66.25000 322770.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0820 10642 20109.000 TON | 63.91000 1285166.19| 61.00000 1226649.00| 64.00000 1286976.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0830 11020 280.000 CY | 469.91000 131574.80| 502.00000 140560.00| 513.50000 143780.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 0840 11030 39580.000 LB | 0.90000 35622.00| 0.90000 35622.00| 1.50000 59370.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0850 11032 132.000 LF | 42.24000 5575.68| 31.00000 4092.00| 42.00000 5544.00 PREF. ELAST. JOINT SEALER 2 1/2" | | | 0860 11035 132.000 LF | 60.85000 8032.20| 53.00000 6996.00| 47.30000 6243.60 PREF. ELAST. JOINT SEALER 4" | | | 0870 11070 1256.000 LF | 3.43000 4308.08| 4.50000 5652.00| 4.10000 5149.60 NS SAW CUT SAW CUT ASPHALT (12") | | | 0880 11070 90.000 LF | 2.28000 205.20| 4.50000 405.00| 3.85000 346.50 NS SAW CUT SAW CUT ASPHALT (8") | | | 0890 11070 3813.000 LF | 2.86000 10905.18| 4.50000 17158.50| 4.50000 17158.50 NS SAW CUT SAW CUT ASPHALT(FULL DEPTH) | | | 0900 11070 209.000 LF | 6.00000 1254.00| 9.00000 1881.00| 5.50000 1149.50 NS SAW CUT SAW CUT CONCRETE (12") | | | 0910 12020 359.000 LF | 12.58000 4516.22| 15.00000 5385.00| 17.00000 6103.00 STD. CURB CG-2 | | | 0920 12022 50.000 LF | 16.01000 800.50| 17.50000 875.00| 18.25000 912.50 RADIAL CURB CG-2 | | | 0930 12600 1210.000 LF | 17.15000 20751.50| 19.50000 23595.00| 17.00000 20570.00 STD. COMB. CURB & GUTTER CG-6 | | | 0940 12610 147.000 LF | 18.29000 2688.63| 21.50000 3160.50| 18.25000 2682.75 RADIAL COMB. CURB & GUTTER CG-6 | | | 0950 12700 2500.000 LF | 16.01000 40025.00| 19.50000 48750.00| 17.00000 42500.00 STD. COMB. CURB & GUTTER CG-7 | | | 0960 12710 1351.000 LF | 17.15000 23169.65| 21.50000 29046.50| 18.25000 24655.75 RADIAL COMB. CURB & GUTTER CG-7 | | | 0970 13108 86.000 SY | 91.47000 7866.42| 107.00000 9202.00| 225.00000 19350.00 CG-12 DETECTABLE WARNING SURFACE | | | 0980 13212 48.000 EA | 188.66000 9055.68| 117.50000 5640.00| 125.00000 6000.00 R/W MONUMENT RM-2 | | | 0990 13220 1617.000 SY | 27.44000 44370.48| 28.00000 45276.00| 41.50000 67105.50 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -7 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 13320 748.000 LF | 16.58000 12401.84| 19.50000 14586.00| 24.25000 18139.00 GUARDRAIL GR-2 | | | 1010 13331 64.000 LF | 25.15000 1609.60| 21.50000 1376.00| 25.25000 1616.00 RAD. GUARDRAIL GR-2 | | | 1020 13345 2.000 EA | 2401.01000 4802.02| 2725.00000 5450.00| 2695.00000 5390.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 1030 13347 1.000 EA | 1943.67000 1943.67| 2250.00000 2250.00| 2310.00000 2310.00 GUARDRAIL TERMINAL GR-7(WEATHERING | | | STEEL) | | | 1040 13392 2.000 EA | 1943.69000 3887.38| 1775.00000 3550.00| 2310.00000 4620.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 1050 13393 2.000 EA | 514.51000 1029.02| 540.00000 1080.00| 880.00000 1760.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 1060 13530 74.000 CY | 457.34000 33843.16| 830.00000 61420.00| 550.00000 40700.00 RETAINING WALL RW-3 | | | 1070 13540 22.000 CY | 457.34000 10061.48| 830.00000 18260.00| 550.00000 12100.00 CONCRETE CLASS A3 RETAINING WALL | | | 1080 13545 1688.000 LB | 0.88000 1485.44| 1.20000 2025.60| 2.25000 3798.00 REINF. STEEL | | | 1090 13561 26.000 CY | 54.88000 1426.88| 53.50000 1391.00| 110.00000 2860.00 POROUS BACKFILL | | | 1100 13565 359.000 CY | 28.66000 10288.94| 37.50000 13462.50| 20.00000 7180.00 RETAINING WALL EXCAVATION | | | 1110 13607 2.000 EA | 12761.31000 25522.62| 6000.00000 12000.00| 5500.00000 11000.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 1120 21020 1553.000 SY | 54.88000 85228.64| 53.50000 83085.50| 60.50000 93956.50 MEDIAN STRIP MS-1 | | | 1130 22645 752.000 LF | 15.43000 11603.36| 14.50000 10904.00| 15.00000 11280.00 FENCE FE-CL VINYL COATED | | | 1140 22655 2.000 EA | 171.51000 343.02| 165.00000 330.00| 253.00000 506.00 LINE BRACE UNIT FE-CL VINYL COATED | | | 1150 22665 9.000 EA | 228.66000 2057.94| 215.00000 1935.00| 253.00000 2277.00 CORNER BRACE UNIT FE-CL VINYL COATED | | | 1160 22677 1.000 EA | 1143.34000 1143.34| 1070.00000 1070.00| 974.00000 974.00 GATE FE-CL L=14' | | | 1161 23560 400.000 LF | 2.22000 888.00| 3.25000 1300.00| 3.50000 1400.00 TEMP. SAFETY FENCE 4' | | | 1170 24100 1200.000 HR | 6.64000 7968.00| 10.75000 12900.00| 22.00000 26400.00 ALLAYING DUST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -8 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 24160 442.000 SF | 32.24000 14250.08| 21.50000 9503.00| 25.00000 11050.00 CONSTRUCTION SIGNS | | | 1190 24278 55497.000 DAY | 0.73000 40512.81| 0.60000 33298.20| 0.55000 30523.35 GROUP 2 CHANNELIZING DEVICES | | | 1200 24279 2600.000 HR | 4.58000 11908.00| 16.50000 42900.00| 5.50000 14300.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 1210 24281 1400.000 HR | 2.58000 3612.00| 4.50000 6300.00| 3.50000 4900.00 ELECTRONIC ARROW | | | 1211 24282 600.000 HR | 22.87000 13722.00| 14.00000 8400.00| 24.25000 14550.00 FLAGGER SERVICE | | | 1220 24290 5833.000 LF | 15.16000 88428.28| 19.25000 112285.25| 15.50000 90411.50 TRAFFIC BARRIER SERVICE CONCRETE | | | 1230 24501 26.000 LF | 11.44000 297.44| 27.00000 702.00| 32.00000 832.00 NS REMOVE EXIST. REMOVE EXIST. | | | RETAINING WALL,STONE | | | 1240 24601 676.000 LF | 5.71000 3859.96| 2.75000 1859.00| 2.25000 1521.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 1250 24704 LUMP| 4001.69000 4001.69| 8100.00000 8100.00| 3500.00000 3500.00 NS REMOVE EXIST REMOVE EXIST. SIGNAL | | | EQUIP. | | | 1260 24825 4.000 EA | 692.85000 2771.40| 1850.00000 7400.00| 1650.00000 6600.00 NS MODIFY EXIST. MODIFY EXIST. DROP | | | INLET | | | 1270 24831 5.000 EA | 785.85000 3929.25| 1400.00000 7000.00| 1320.00000 6600.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET .. | | | 1280 24832 3.000 EA | 823.83000 2471.49| 1400.00000 4200.00| 725.00000 2175.00 NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE .. | | | 1290 25000 185.000 LF | 101.76000 18825.60| 75.00000 13875.00| 77.00000 14245.00 HANDRAIL HR-1 | | | 1300 25508 31.000 MO | 1280.07000 39682.17| 3000.00000 93000.00| 3184.00000 98704.00 NS FIELD OFFICE FIELD OFFICE MOD. TYPE | | | 1310 26119 67.000 TON | 59.92000 4014.64| 75.00000 5025.00| 55.50000 3718.50 DRY RIPRAP CL.I 18" | | | 1320 26127 770.000 TON | 60.85000 46854.50| 98.50000 75845.00| 55.50000 42735.00 DRY RIPRAP CL.I 26" | | | 1330 27022 4.000 ACRE| 1132.88000 4531.52| 3450.00000 13800.00| 12050.00000 48200.00 TOPSOIL CLASS B 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -9 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 27102 667.000 LB | 21.72000 14487.24| 34.50000 23011.50| 15.00000 10005.00 REGULAR SEED | | | 1350 27103 417.000 LB | 5.14000 2143.38| 4.50000 1876.50| 11.50000 4795.50 OVERSEEDING | | | 1360 27104 111.000 LB | 13.72000 1522.92| 21.50000 2386.50| 11.00000 1221.00 LEGUME SEED | | | 1370 27105 69.000 LB | 13.72000 946.68| 10.75000 741.75| 11.00000 759.00 LEGUME OVERSEEDING | | | 1380 27215 2.000 TON | 800.35000 1600.70| 427.00000 854.00| 550.00000 1100.00 FERTILIZER(15-30-15) | | | 1390 27250 13.000 TON | 142.92000 1857.96| 107.00000 1391.00| 138.00000 1794.00 LIME | | | 1400 27288 1.000 ACRE| 1943.67000 1943.67| 2900.00000 2900.00| 1100.00000 1100.00 EROSION CONTROL MULCH | | | 1410 27321 9572.000 SY | 2.12000 20292.64| 1.40000 13400.80| 2.25000 21537.00 PROTECTIVE COVERING EC-2 | | | 1420 27325 324.000 SY | 6.58000 2131.92| 5.50000 1782.00| 8.80000 2851.20 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1430 27326 384.000 SY | 7.43000 2853.12| 5.50000 2112.00| 8.80000 3379.20 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1440 27336 3286.000 SY | 39.58000 130059.88| 2.50000 8215.00| 5.00000 16430.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | 1450 27340 1909.000 CY | 36.12000 68953.08| 16.25000 31021.25| 13.25000 25294.25 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1460 27410 2.000 EA | 626.29000 1252.58| 270.00000 540.00| 132.00000 264.00 CHECK DAM, ROCK TY. I | | | 1470 27415 2.000 EA | 551.13000 1102.26| 325.00000 650.00| 132.00000 264.00 CHECK DAM(ROCK) TY. II | | | 1480 27422 7.000 EA | 780.71000 5464.97| 860.00000 6020.00| 550.00000 3850.00 DEWATERING BASIN | | | 1490 27430 3335.000 CY | 5.89000 19643.15| 5.50000 18342.50| 1.00000 3335.00 SILTATION CONTROL EXCAVATION | | | 1500 27450 12.000 EA | 221.98000 2663.76| 267.00000 3204.00| 165.00000 1980.00 DROP INLET SILT TRAP, TYPE A | | | 1510 27460 76.000 EA | 154.78000 11763.28| 215.00000 16340.00| 165.00000 12540.00 DROP INLET SILT TRAP, TYPE B | | | 1520 27505 15638.000 LF | 1.56000 24395.28| 3.50000 54733.00| 3.50000 54733.00 TEMP. SILT FENCE | | | 1530 27506 200.000 LF | 2.63000 526.00| 3.50000 700.00| 7.75000 1550.00 TEMP. FILTER BARRIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -10 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1540 27545 1927.000 CY | 3.00000 5781.00| 17.50000 33722.50| 25.00000 48175.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1550 27550 7.000 LF | 1001.52000 7010.64| 910.00000 6370.00| 1475.00000 10325.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1560 27570 4.000 LF | 797.08000 3188.32| 430.00000 1720.00| 582.00000 2328.00 TEMP. SEDIMENT RISER PIPE 36" | | | 1570 38900 1320.000 EA | 4.80000 6336.00| 4.50000 5940.00| 5.75000 7590.00 NS PLANT OR TREE PLANT OR TREE ACORUS | | | CALAMUS (SWEET FLAG) | | | 1580 38900 1183.000 EA | 4.80000 5678.40| 4.50000 5323.50| 5.75000 6802.25 NS PLANT OR TREE PLANT OR TREE CAREX | | | STRICTA (TUSSOCK SEDGE) | | | 1590 38900 1183.000 EA | 4.58000 5418.14| 4.50000 5323.50| 5.50000 6506.50 NS PLANT OR TREE PLANT OR TREE JUNCUS | | | EFFUSES (SOFT RUSH) | | | 1600 38900 1320.000 EA | 5.14000 6784.80| 5.00000 6600.00| 6.25000 8250.00 NS PLANT OR TREE PLANT OR TREE | | | PONTEDARIA CORDATA (PICKERELWEED) | | | 1610 38900 1320.000 EA | 4.87000 6428.40| 4.60000 6072.00| 6.00000 7920.00 NS PLANT OR TREE PLANT OR TREE SAURURUS | | | CERNUUS (LIZARD'S TAIL) | | | 1620 38900 1320.000 EA | 1.71000 2257.20| 1.70000 2244.00| 6.25000 8250.00 NS PLANT OR TREE PLANT OR TREE SCRIPUS | | | AMERICANUS (COMMON THREE-SQUARE) | | | 1630 38900 1183.000 EA | 1.71000 2022.93| 1.70000 2011.10| 2.00000 2366.00 NS PLANT OR TREE PLANT OR TREE SCRIPUS | | | CYPERINUS (WOOL GRASS) | | | 1640 38900 1183.000 EA | 1.78000 2105.74| 1.70000 2011.10| 2.25000 2661.75 NS PLANT OR TREE PLANT OR TREE SCRIPUS | | | FLUVIAILIS (RIVER BULRUSH) | | | 1650 38900 1320.000 EA | 4.69000 6190.80| 4.50000 5940.00| 5.75000 7590.00 NS PLANT OR TREE PLANT OR TREE SCRIPUS | | | VALIDUS (SOFT-STEM BULRUSH) | | | 1660 40002 424.000 LF | 30.72000 13025.28| 40.00000 16960.00| 30.00000 12720.00 3/4" WATER SERVICE LINE | | | 1670 40003 219.000 LF | 27.50000 6022.50| 45.00000 9855.00| 38.75000 8486.25 1" WATER SERVICE LINE | | | 1680 40061 348.000 LF | 59.44000 20685.12| 110.00000 38280.00| 199.50000 69426.00 6" DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -11 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 40081 5.000 LF | 439.14000 2195.70| 165.00000 825.00| 1190.00000 5950.00 8" DI WATER MAIN | | | 1700 40101 86.000 LF | 92.61000 7964.46| 125.00000 10750.00| 326.75000 28100.50 10" DI WATER MAIN | | | 1710 40121 3032.000 LF | 90.75000 275154.00| 115.00000 348680.00| 217.00000 657944.00 12" DI WATER MAIN | | | 1720 40161 211.000 LF | 114.08000 24070.88| 200.00000 42200.00| 253.50000 53488.50 16" DI WATER MAIN | | | 1730 40241 92.000 LF | 271.28000 24957.76| 300.00000 27600.00| 416.00000 38272.00 24" DI WATER MAIN | | | 1740 40361 1851.000 LF | 213.05000 394355.55| 250.00000 462750.00| 332.50000 615457.50 36" DI WATER MAIN | | | 1750 40406 4.000 EA | 834.25000 3337.00| 1290.00000 5160.00| 1570.00000 6280.00 16" BEND | | | 1760 40412 3.000 EA | 2160.52000 6481.56| 2460.00000 7380.00| 2706.75000 8120.25 24" BEND | | | 1770 40416 6.000 EA | 8740.96000 52445.76| 8100.00000 48600.00| 7245.00000 43470.00 36" BEND | | | 1780 40446 2.000 EA | 1838.02000 3676.04| 1660.00000 3320.00| 7790.00000 15580.00 24" PLUG OR CAP | | | 1790 40450 3.000 EA | 4074.30000 12222.90| 3600.00000 10800.00| 5275.00000 15825.00 36" PLUG OR CAP | | | 1800 40992 9.000 EA | 757.77000 6819.93| 815.00000 7335.00| 1024.00000 9216.00 NS WATER UTILITY WATER UTILITY 3/4" | | | WATER METER BOX & YOKE | | | 1810 40992 3.000 EA | 15811.02000 47433.06| 14000.00000 42000.00| 14722.00000 44166.00 NS WATER UTILITY WATER UTILITY 36" | | | BUTTERFLY VALVE & BOX | | | 1820 41006 8.000 EA | 1129.93000 9039.44| 1150.00000 9200.00| 1153.00000 9224.00 6" GATE VALVE & BOX | | | 1830 41010 1.000 EA | 1932.84000 1932.84| 1900.00000 1900.00| 1836.00000 1836.00 10" GATE VALVE & BOX | | | 1840 41012 12.000 EA | 2460.66000 29527.92| 2200.00000 26400.00| 2462.00000 29544.00 12" GATE VALVE & BOX | | | 1850 41030 1.000 EA | 6295.42000 6295.42| 5750.00000 5750.00| 6037.00000 6037.00 24" BUTTERFLY VALVE & BOX | | | 1860 41415 1.000 EA | 10114.21000 10114.21| 10000.00000 10000.00| 9622.00000 9622.00 16"X12" TAPPING SLEEVE VALVE & BOX | | | 1870 41815 2.000 EA | 1619.84000 3239.68| 1150.00000 2300.00| 2856.00000 5712.00 2" BLOW-OFF VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -12 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1880 41820 6.000 EA | 3384.10000 20304.60| 3150.00000 18900.00| 4226.00000 25356.00 FIRE HYDRANT | | | 1890 41968 3.000 EA | 737.34000 2212.02| 2000.00000 6000.00| 1100.00000 3300.00 1" WATER METER BOX & YOKE | | | 1900 41976 1.000 EA | 736.39000 736.39| 565.00000 565.00| 1270.00000 1270.00 RELOC. EXIST. WATER METER & BOX | | | 1910 41981 53.000 LF | 3211.90000 170230.70| 3000.00000 159000.00| 3227.00000 171031.00 NS WATER FACILITIES WATER FACILITIES | | | 18" STEEL ENCASE. PIPE MICRO-TUNNEL | | | 1920 41981 299.000 LF | 2100.06000 627917.94| 2350.00000 702650.00| 2337.00000 698763.00 NS WATER FACILITIES WATER FACILITIES | | | 24" STEEL ENCASE. PIPE MICRO-TUNNEL | | | 1930 41981 164.000 LF | 2233.03000 366216.92| 2500.00000 410000.00| 2489.00000 408196.00 NS WATER FACILITIES WATER FACILITIES | | | 36" STEEL ENCASE. PIPE MICRO-TUNNEL | | | 1940 41981 278.000 LF | 3071.81000 853963.18| 3100.00000 861800.00| 2911.00000 809258.00 NS WATER FACILITIES WATER FACILITIES | | | 48" STEEL ENCASE. PIPE MICRO-TUNNEL | | | 1950 41982 3.000 EA | 9706.46000 29119.38| 7050.00000 21150.00| 9029.00000 27087.00 NS WATER FACILITIES WATER FACILITIES | | | 36" BRANCH (36"X12" TEE) | | | 1960 41982 1.000 EA | 21855.83000 21855.83| 2750.00000 2750.00| 21647.00000 21647.00 NS WATER FACILITIES WATER FACILITIES | | | 36" BRANCH (36"X24" WYE) | | | 1970 42082 221.000 LF | 90.55000 20011.55| 125.00000 27625.00| 122.50000 27072.50 8" DI SANITARY SEWER PIPE | | | 1980 42122 726.000 LF | 99.90000 72527.40| 200.00000 145200.00| 188.50000 136851.00 12" DI SANITARY SEWER PIPE | | | 2000 42242 592.000 LF | 237.50000 140600.00| 300.00000 177600.00| 250.00000 148000.00 24" DI SANITARY SEWER PIPE | | | 2010 42755 230.000 LF | 332.53000 76481.90| 800.00000 184000.00| 495.00000 113850.00 SANITARY SEWER MANHOLE | | | 2020 42758 17.000 EA | 887.81000 15092.77| 427.00000 7259.00| 425.00000 7225.00 MANHOLE FRAME & COVER WF & C-1 | | | 2030 42765 2.000 EA | 947.50000 1895.00| 427.00000 854.00| 295.00000 590.00 ADJUST EXIST FRAME & COVER | | | 2040 42771 6.000 LF | 427.12000 2562.72| 520.00000 3120.00| 425.00000 2550.00 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 2050 45572 57.000 LF | 287.54000 16389.78| 300.00000 17100.00| 225.00000 12825.00 18" STEEL ENCASE. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -13 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2060 45582 92.000 LF | 295.27000 27164.84| 350.00000 32200.00| 250.00000 23000.00 24" STEEL ENCASE. PIPE | | | 2070 50108 352.000 SF | 30.18000 10623.36| 26.00000 9152.00| 29.00000 10208.00 SIGN PANEL | | | 2080 50204 326.000 LF | 20.12000 6559.12| 18.00000 5868.00| 19.50000 6357.00 SIGN POST WOOD 4" X 4" | | | 2090 50600 5.000 EA | 57.17000 285.85| 55.00000 275.00| 55.00000 275.00 REMOVE TY.I SIGNS | | | 2100 50610 36.000 EA | 57.17000 2058.12| 55.00000 1980.00| 55.00000 1980.00 RELOC. EXIST. SIGN STRUCT. TY. I | | | 2110 51168 2.000 EA | 1086.18000 2172.36| 1050.00000 2100.00| 1050.00000 2100.00 ELECTRICAL SERVICE SE-3 | | | 2120 51208 1.000 EA | 285.83000 285.83| 270.00000 270.00| 275.00000 275.00 PEDESTAL POLE PF-2 8' | | | 2130 51234 112.000 CY | 857.50000 96040.00| 805.00000 90160.00| 825.00000 92400.00 CONC. FOUND. SIGNAL POLE | | | 2140 51240 1.000 EA | 228.66000 228.66| 215.00000 215.00| 220.00000 220.00 CONCRETE FOUNDATION PF-2 | | | 2150 51247 2.000 EA | 886.10000 1772.20| 830.00000 1660.00| 853.00000 1706.00 CONCRETE FOUND. CF-3 | | | 2160 51344 1.000 EA | 8616.20000 8616.20| 9200.00000 9200.00| 8290.00000 8290.00 SIGNAL POLE MP-1 20' ONE ARM 56' | | | 2170 51425 1.000 EA | 11780.96000 11780.96| 12500.00000 12500.00| 11334.00000 11334.00 NS SIGNAL POLE SIGNAL POLE MP-1 17' ONE | | | ARM 78' | | | 2180 51425 1.000 EA | 9934.47000 9934.47| 10500.00000 10500.00| 9560.00000 9560.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 66' | | | 2190 51425 1.000 EA | 10319.78000 10319.78| 11000.00000 11000.00| 9929.00000 9929.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 72' | | | 2200 51425 1.000 EA | 11660.92000 11660.92| 12000.00000 12000.00| 11219.00000 11219.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 74' | | | 2210 51425 1.000 EA | 11780.96000 11780.96| 12500.00000 12500.00| 11335.00000 11335.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 78' | | | 2220 51425 2.000 EA | 13092.38000 26184.76| 13500.00000 27000.00| 12596.00000 25192.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 80' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -14 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2230 51541 2.000 EA | 5716.70000 11433.40| 6500.00000 13000.00| 5500.00000 11000.00 NS DETECTOR DETECTOR VIDEO DETECTION | | | SYSTEM | | | 2240 51601 2550.000 LF | 2.28000 5814.00| 2.15000 5482.50| 2.25000 5737.50 14/3 CONDUCTOR CABLE | | | 2250 51607 8973.000 LF | 1.71000 15343.83| 1.65000 14805.45| 1.65000 14805.45 14/7 CONDUCTOR CABLE | | | 2260 51614 1875.000 LF | 2.28000 4275.00| 2.15000 4031.25| 2.25000 4218.75 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | CABLE CONDUCTOR CABLE | | | 2270 51614 1875.000 LF | 2.28000 4275.00| 2.15000 4031.25| 2.25000 4218.75 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL CABLE | | | 2280 51800 16.000 EA | 142.92000 2286.72| 135.00000 2160.00| 138.00000 2208.00 PEDESTRIAN PUSHBUTTON | | | 2290 51830 26.000 EA | 228.66000 5945.16| 215.00000 5590.00| 220.00000 5720.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 2300 51838 18.000 EA | 228.66000 4115.88| 215.00000 3870.00| 220.00000 3960.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 2310 51951 25.000 EA | 114.33000 2858.25| 110.00000 2750.00| 110.00000 2750.00 INSTALL SIGN | | | 2320 51962 2.000 EA | 571.67000 1143.34| 535.00000 1070.00| 550.00000 1100.00 NS RELOCATE RELOCATE EXISTING CONTROLER | | | 2330 51962 6.000 EA | 114.33000 685.98| 110.00000 660.00| 110.00000 660.00 NS RELOCATE RELOCATE SIGN | | | 2340 52000 LUMP| 8575.04000 8575.04| 8500.00000 8500.00| 8250.00000 8250.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. SIGNALIZATION | | | (LOCATION 1) | | | 2350 52000 LUMP| 8575.04000 8575.04| 8500.00000 8500.00| 8250.00000 8250.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. SIGNALIZATION | | | (LOCATION 2) | | | 2360 52002 8.000 EA | 6288.37000 50306.96| 5900.00000 47200.00| 6050.00000 48400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA (MAST ARM) | | | 2370 52002 2.000 EA | 1143.34000 2286.68| 1100.00000 2200.00| 1100.00000 2200.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REWIRE CONTROLLER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -15 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2380 52002 67.000 EA | 120.05000 8043.35| 115.00000 7705.00| 116.00000 7772.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL HEAD | | | SECTION 12" STD. | | | 2390 52002 22.000 EA | 120.05000 2641.10| 115.00000 2530.00| 116.00000 2552.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL HEAD | | | SECTION 12" STD. ARR | | | 2400 52404 16.000 EA | 1086.17000 17378.72| 1050.00000 16800.00| 1045.00000 16720.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 2410 54034 1878.000 LF | 1.85000 3474.30| 1.20000 2253.60| 1.25000 2347.50 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 2420 54042 1041.000 LF | 4.46000 4642.86| 4.60000 4788.60| 4.75000 4944.75 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 2430 54075 17778.000 LF | 2.79000 49600.62| 2.50000 44445.00| 2.50000 44445.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 2440 54079 360.000 LF | 5.35000 1926.00| 4.25000 1530.00| 4.25000 1530.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 2450 54242 2704.000 EA | 7.84000 21199.36| 4.00000 10816.00| 3.85000 10410.40 TEMP. PAVE. MARKER 2 WAY | | | 2460 54300 52.000 EA | 69.75000 3627.00| 65.00000 3380.00| 66.00000 3432.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2470 54400 8.000 EA | 354.43000 2835.44| 245.00000 1960.00| 248.50000 1988.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 2480 54510 46161.000 LF | 1.05000 48469.05| 1.10000 50777.10| 1.10000 50777.10 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 2490 54550 7913.000 LF | 0.41000 3244.33| 1.00000 7913.00| 1.00000 7913.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 2500 55060 53.000 LF | 2.28000 120.84| 2.20000 116.60| 2.25000 119.25 6 CONDUCTOR CABLE | | | 2510 55080 1940.000 LF | 2.28000 4423.20| 2.20000 4268.00| 2.25000 4365.00 8 CONDUCTOR CABLE | | | 2520 55100 120.000 LF | 2.28000 273.60| 2.20000 264.00| 2.25000 270.00 10 CONDUCTOR CABLE | | | 2530 55110 400.000 LF | 2.28000 912.00| 2.20000 880.00| 2.25000 900.00 12 CONDUCTOR CABLE | | | 2540 55140 8.000 EA | 886.09000 7088.72| 830.00000 6640.00| 853.00000 6824.00 CONCRETE FOUNDATION LF-1 TY. A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -16 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2550 55162 8.000 EA | 3216.21000 25729.68| 4100.00000 32800.00| 3095.00000 24760.00 LIGHTING POLE LP-1 30'-4' | | | 2560 55346 2.000 EA | 1086.18000 2172.36| 1050.00000 2100.00| 1045.00000 2090.00 ELECT. SERVICE SE-8 TYPE A | | | 2570 55514 8.000 EA | 457.34000 3658.72| 430.00000 3440.00| 440.00000 3520.00 LUMINAIRE 400 WATT H.P.S. OFFSET | | | 2580 56000 2.000 EA | 343.01000 686.02| 325.00000 650.00| 330.00000 660.00 JUNCTION BOX JB-1A, 1B OR 1C | | | 2590 56004 4.000 EA | 343.01000 1372.04| 325.00000 1300.00| 330.00000 1320.00 JUNCTION BOX JB-2A 2B OR 2C | | | 2600 56006 13.000 EA | 514.50000 6688.50| 485.00000 6305.00| 495.00000 6435.00 JUNCTION BOX JB-3A, 3B OR 3C | | | 2610 56010 2.000 EA | 971.84000 1943.68| 910.00000 1820.00| 935.00000 1870.00 JUNCTION BOX JB-5A 5B OR 5C | | | 2620 56014 2.000 EA | 257.26000 514.52| 245.00000 490.00| 250.00000 500.00 ELECT. SER. GRD. ELECTRODE(10') | | | 2630 56030 113.000 LF | 4.58000 517.54| 4.50000 508.50| 4.50000 508.50 2" CONDUIT | | | 2640 56032 970.000 LF | 11.44000 11096.80| 11.00000 10670.00| 11.00000 10670.00 2" METAL CONDUIT | | | 2650 56038 190.000 LF | 9.14000 1736.60| 9.00000 1710.00| 8.80000 1672.00 4" CONDUIT | | | 2660 56042 1888.000 LF | 40.02000 75557.76| 37.50000 70800.00| 38.50000 72688.00 NS CONDUIT CONDUIT 4" BORED CONDUIT | | | 2670 56200 400.000 LF | 6.86000 2744.00| 6.50000 2600.00| 6.75000 2700.00 TRENCH EXCAVATION ECI-1 | | | 2680 56205 8.000 EA | 343.01000 2744.08| 2500.00000 20000.00| 330.00000 2640.00 TEST BORE | | | 2690 60120 1391.000 CY | 4.22000 5870.02| 70.00000 97370.00| 28.00000 38948.00 STRUCTURE EXCAVATION | | | 2700 60404 2012.000 CY | 469.91000 945458.92| 630.00000 1267560.00| 744.00000 1496928.00 CONCRETE CLASS A4 | | | 2710 60490 2858.000 SY | 3.20000 9145.60| 4.00000 11432.00| 2.50000 7145.00 BRIDGE DECK GROOVING | | | 2720 61700 47240.000 LB | 0.97000 45822.80| 0.90000 42516.00| 1.40000 66136.00 REINF. STEEL | | | 2730 61705 371690.000 LB | 0.98000 364256.20| 1.00000 371690.00| 1.90000 706211.00 EPOXY COATED REINF. STEEL | | | * | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 10/29/07 PAGE : K67 -17 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00016422C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 10/03/07 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P680 |( 2 ) A571 |( 3 ) M008 |PHILLIPS CONSTRUCTION, LLC |A & W CONTRACTING CORPORATI |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2740 61812 665000.000 LS | 1061933.38000 1061933.38| 1125000.00000 1125000.00| 1216557.00000 1216557.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 2750 62020 535.000 LF | 274.66000 146943.10| 213.00000 113955.00| 166.50000 89077.50 RAILING | | | 2760 62501 248.000 LF | 27.89000 6916.72| 36.00000 8928.00| 41.25000 10230.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 2770 62502 21.000 LF | 42.23000 886.83| 50.00000 1050.00| 46.25000 971.25 PREFORMED ELASTOMERIC JOINT SEALER 2 | | | 1/2" | | | 2780 62505 21.000 LF | 60.84000 1277.64| 74.00000 1554.00| 46.25000 971.25 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 2790 64030 134.000 CY | 53.59000 7181.06| 1450.00000 194300.00| 55.75000 7470.50 POROUS BACKFILL | | | 2800 64036 324.000 LF | 5.96000 1931.04| 4.50000 1458.00| 7.50000 2430.00 PIPE UNDERDRAIN 6" | | | 2801 64768 128.000 LF | 91.47000 11708.16| 73.00000 9344.00| 93.80000 12006.40 DRIVING TEST FOR 12" STEEL PILE | | | 2810 64112 7017.000 LF | 68.60000 481366.20| 70.50000 494698.50| 71.50000 501715.50 STEEL PILES 12" | | | 2820 64765 224.000 EA | 125.77000 28172.48| 118.00000 26432.00| 127.50000 28560.00 PILE POINT FOR 12" STEEL PILE | | | 2830 67900 LUMP| 131484.00000 131484.00| 88000.00000 88000.00| 97058.00000 97058.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. (BR.STR.NO.1003) | | | 2840 69627 4146.000 TON | 59.93000 248469.78| 78.50000 325461.00| 55.50000 230103.00 DRY RIPRAP CL. I | | | 2850 70200 LUMP| 857.50000 857.50| 550.00000 550.00| 2500.00000 2500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. NO. # 013 | | | 2860 70200 LUMP| 857.50000 857.50| 550.00000 550.00| 2500.00000 2500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. NO. # 023 | | | 2870 70520 LUMP| 17150.09000 17150.09| 147000.00000 147000.00| 50795.00000 50795.00 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | MANAGEMENT PETROLEUM CONTAMINATED SOIL | | | 2880 70525 8855.000 TON | 37.26000 329937.30| 5.50000 48702.50| 65.25000 577788.75 NS ENVIR. PROTECTION ENVIR. PROTECTION | | | DISPOSAL PETROLEUM CONTAMINATED SOIL | | | SECTION TOTALS | $ 18,166,744.19| $ 18,376,521.70| $ 20,928,342.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,166,744.19| $ 18,376,521.70| $ 20,928,342.01 ====================================================================================================================================