BID TABULATIONS MAY 21, 2008 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following projects have been rejected: ORDER NO. PROJECT LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : 909 -1 TABULATION OF BIDS CALL ORDER : 909 CONTRACT ID : CM908STA36512B COUNTIES : NORTHERN VA LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/15/09 COMPLETION DATE PROJECT(S) : ST-9A-08 FED # NONE CONTRACT DESCRIPTION: DISTRICT-WIDE SURFACE TREATMENT FROM: VARIOUS LOCATIONS IN NOVA DISTRICT TO: VARIOUS LOCATIONS IN NOVA DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W016 WHITEHURST PAVING COMPANY, INCORPORATED $ 1,329,667.93 100.0000% 2 F373 FINLEY ASPHALT & SEALING, INC. $ 1,661,639.70 124.9665% ==================================================================================================================================== |( 1 ) W016 |( 2 ) F373 |( ) |WHITEHURST PAVING COMPANY, |FINLEY ASPHALT & SEALING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16161 638310.000 SY | 1.30220 831207.28| 1.59000 1014912.90| MODIFIED SINGLE SEAL | | | 0020 16162 245502.000 SY | 1.98000 486093.96| 2.55000 626030.10| MODIFIED DOUBLE SEAL | | | 0030 54020 51989.000 LF | 0.21000 10917.69| 0.30000 15596.70| TYPE A PAVEMENT LINE MARKING 4" | | | 0040 54026 300.000 LF | 0.63000 189.00| 3.00000 900.00| TYPE A PAVEMENT LINE MARKING 12" | | | 0050 54028 600.000 LF | 2.10000 1260.00| 7.00000 4200.00| TYPE A PAVEMENT LINE MARKING 24" | | | SECTION TOTALS | $ 1,329,667.93| $ 1,661,639.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,329,667.93| $ 1,661,639.70| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -1 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 CONTRACT TIME : 04/30/11 COMPLETION DATE PROJECT(S) : 0340-136-102,B601 FED # NONE 0340-136-102,C501 FED # NONE CONTRACT DESCRIPTION: 0.215 KM GRADE, DRAIN, ASP. PAVE., UTILS., INCIDS. & R/R BR. FROM: 0.137 KM S. CSXT RAILROAD TO: 0.078 KM N. CSXT RAILROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 9,862,043.45 100.0000% 2 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 10,042,743.50 101.8323% 3 L026 D. W. LYLE CORPORATION $ 10,905,159.90 110.5771% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 11,841,090.00 120.0673% 5 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 13,794,322.00 139.8729% ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 580000.00000 580000.00| 420000.00000 420000.00| 558764.20000 558764.20 MOBILIZATION | | | 0020 00101 LUMP| 65000.00000 65000.00| 150000.00000 150000.00| 42000.00000 42000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 360000.00000 360000.00| 240000.00000 240000.00| 43841.70000 43841.70 CLEARING AND GRUBBING | | | 0040 00120 14388.000 CU M| 19.00000 273372.00| 29.00000 417252.00| 16.12000 231934.56 REGULAR EXCAVATION | | | 0050 00211 5603.000 CU M| 28.00000 156884.00| 10.00000 56030.00| 43.38000 243058.14 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0060 00306 2476.000 MTON| 45.00000 111420.00| 27.00000 66852.00| 25.06000 62048.56 NS SELECT MATERIAL SELECT MATERIAL * | | | 0070 00525 18.000 CU M| 1900.00000 34200.00| 2000.00000 36000.00| 1354.50000 24381.00 CONCRETE CLASS 20 MISC. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -2 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00529 4.000 CU M| 620.00000 2480.00| 580.00000 2320.00| 371.70000 1486.80 FLOWABLE BACKFILL | | | 0090 00540 1434.000 KG | 2.40000 3441.60| 4.60000 6596.40| 3.15000 4517.10 REINF. STEEL | | | 0100 00560 41.000 KG | 27.00000 1107.00| 160.00000 6560.00| 52.50000 2152.50 STRUCTURAL STEEL JB-1 | | | 0110 00588 856.000 M | 30.00000 25680.00| 42.00000 35952.00| 36.38000 31141.28 UNDERDRAIN UD-4 | | | 0120 00591 44.000 M | 48.00000 2112.00| 57.00000 2508.00| 30.87000 1358.28 COMB. UNDERDRAIN CD-2 | | | 0130 00595 31.000 M | 37.00000 1147.00| 130.00000 4030.00| 111.45000 3454.95 OUTLET PIPE | | | 0140 01150 170.000 M | 219.00000 37230.00| 200.00000 34000.00| 154.27000 26225.90 375 MM PIPE | | | 0150 01182 111.000 M | 284.00000 31524.00| 240.00000 26640.00| 295.18000 32764.98 450 MM CONC. PIPE | | | 0160 01242 86.000 M | 330.00000 28380.00| 310.00000 26660.00| 360.10000 30968.60 600 MM CONC. PIPE | | | 0170 01302 130.000 M | 380.00000 49400.00| 380.00000 49400.00| 450.61000 58579.30 750 MM CONC. PIPE | | | 0180 01362 13.000 M | 560.00000 7280.00| 580.00000 7540.00| 594.91000 7733.83 900 MM CONC. PIPE | | | 0190 01422 3.000 M | 1500.00000 4500.00| 810.00000 2430.00| 1324.39000 3973.17 1050 MM CONC. PIPE | | | 0200 01542 174.000 M | 1190.00000 207060.00| 990.00000 172260.00| 720.06000 125290.44 1350 MM CONC. PIPE | | | 0210 01602 223.000 M | 1300.00000 289900.00| 1200.00000 267600.00| 900.44000 200798.12 1500 MM CONC. PIPE | | | 0220 01662 137.000 M | 1400.00000 191800.00| 1600.00000 219200.00| 981.98000 134531.26 1650 MM CONC. PIPE | | | 0230 06740 2.000 EA | 1700.00000 3400.00| 4000.00000 8000.00| 2724.75000 5449.50 DROP INLET DI-1 | | | 0240 06783 1.000 EA | 6100.00000 6100.00| 12000.00000 12000.00| 3656.10000 3656.10 DROP INLET DI-2E, L= 1.8 M | | | 0250 06815 8.000 EA | 2100.00000 16800.00| 4600.00000 36800.00| 3827.25000 30618.00 DROP INLET DI-3A | | | 0260 06817 3.000 EA | 2300.00000 6900.00| 5200.00000 15600.00| 4431.00000 13293.00 DROP INLET DI-3B, L= 1.2 M | | | 0270 06819 2.000 EA | 3400.00000 6800.00| 5800.00000 11600.00| 4586.40000 9172.80 DROP INLET DI-3B, L= 2.4 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -3 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 06823 1.000 EA | 4100.00000 4100.00| 6900.00000 6900.00| 5021.10000 5021.10 DROP INLET DI-3B, L= 4.8 M | | | 0290 07106 1.000 EA | 3100.00000 3100.00| 8100.00000 8100.00| 5160.75000 5160.75 DROP INLET DI-4A | | | 0300 07116 1.000 EA | 5800.00000 5800.00| 9200.00000 9200.00| 5160.75000 5160.75 DROP INLET DI-4B, L= 3.6 M | | | 0310 07508 2.000 EA | 3100.00000 6200.00| 6900.00000 13800.00| 3050.25000 6100.50 DROP INLET DI-7 | | | 0320 09055 25.000 M | 2600.00000 65000.00| 3900.00000 97500.00| 2230.20000 55755.00 MANHOLE MH-2 | | | 0330 09056 10.000 M | 1100.00000 11000.00| 2300.00000 23000.00| 2228.10000 22281.00 MANHOLE MH-1 OR 2 | | | 0340 09057 13.000 EA | 280.00000 3640.00| 400.00000 5200.00| 676.20000 8790.60 FRAME & COVER MH-1 | | | 0350 09152 49.000 MTON| 82.00000 4018.00| 73.00000 3577.00| 37.04000 1814.96 EROSION CONTROL STONE CLASS II, EC-1 | | | 0360 10103 16.000 MTON| 100.00000 1600.00| 110.00000 1760.00| 30.91000 494.56 AGGR. MATL. NO. 25 OR 26 | | | 0370 10128 4829.000 MTON| 34.00000 164186.00| 24.00000 115896.00| 26.03000 125698.87 AGGR. BASE MATL. TY. I NO. 21B | | | 0380 10608 749.000 MTON| 103.00000 77147.00| 110.00000 82390.00| 103.95000 77858.55 ASPHALT CONCRETE TY. SM-12.5D | | | 0390 10610 831.000 MTON| 95.00000 78945.00| 100.00000 83100.00| 95.55000 79402.05 ASPHALT CONCRETE TY. IM-19.0A | | | 0400 10630 548.000 SQ M| 15.20000 8329.60| 34.00000 18632.00| 10.00000 5480.00 FLEXIBLE PAVEMENT PLANING | | | 0410 10635 57.000 MTON| 102.00000 5814.00| 110.00000 6270.00| 101.85000 5805.45 ASPHALT CONCRETE TY. SM-9.5A | | | 0420 10642 3263.000 MTON| 87.00000 283881.00| 91.00000 296933.00| 86.10000 280944.30 ASPHALT CONCRETE TY. BM-25.0A | | | 0430 11070 463.000 M | 18.00000 8334.00| 13.00000 6019.00| 9.66000 4472.58 NS SAW CUT SAW CUT ASPHALT CONCRETE | | | (200 MM DEPTH) | | | 0440 11070 53.000 M | 61.00000 3233.00| 27.00000 1431.00| 9.49000 502.97 NS SAW CUT SAW CUT HYD. CEM. CONC. PAVE | | | (150 MM DEPTH) | | | 0450 12321 165.000 M | 55.00000 9075.00| 48.00000 7920.00| 45.15000 7449.75 ASPHALT CONCRETE CURB MC-3A | | | 0460 12600 635.000 M | 67.00000 42545.00| 55.00000 34925.00| 49.61000 31502.35 STD. COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -4 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 12610 106.000 M | 69.00000 7314.00| 55.00000 5830.00| 49.61000 5258.66 RADIAL COMB. CURB & GUTTER CG-6 | | | 0480 12940 80.000 SQ M| 95.00000 7600.00| 100.00000 8000.00| 60.64000 4851.20 ENTRANCE GUTTER CG-9D | | | 0490 13102 80.000 M | 53.00000 4240.00| 100.00000 8000.00| 84.89000 6791.20 RADIAL COMB. CURB & GUTTER CG-11 | | | 0500 13108 38.000 SQ M| 161.00000 6118.00| 450.00000 17100.00| 60.64000 2304.32 CG-12 DETECTABLE WARNING SURFACE | | | 0510 13220 962.000 SQ M| 52.00000 50024.00| 48.00000 46176.00| 51.82000 49850.84 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 0520 13520 30.000 CU M| 1010.00000 30300.00| 800.00000 24000.00| 951.99000 28559.70 RETAINING WALL RW-2 | | | 0530 13530 62.000 CU M| 1010.00000 62620.00| 520.00000 32240.00| 970.98000 60200.76 RETAINING WALL RW-3 | | | 0540 13561 25.000 CU M| 112.00000 2800.00| 170.00000 4250.00| 98.12000 2453.00 POROUS BACKFILL | | | 0550 13565 141.000 CU M| 36.00000 5076.00| 99.00000 13959.00| 69.06000 9737.46 RETAINING WALL EXCAVATION | | | 0560 13570 36.000 SQ M| 115.00000 4140.00| 78.00000 2808.00| 250.00000 9000.00 NS RETAINING WALL RETAINING WALL | | | GEOCOMPOSITE WALL DRAIN | | | 0570 13570 274.000 SQ M| 1650.00000 452100.00| 1200.00000 328800.00| 1984.98000 543884.52 NS RETAINING WALL RETAINING WALL | | | SOLDIER PILE WALL | | | 0580 13604 3.000 EA | 10600.00000 31800.00| 3900.00000 11700.00| 3675.00000 11025.00 IMPACT ATTEN. SER. TY. 1 (TL-3>70 KM/H) | | | 0590 21020 86.000 SQ M| 93.00000 7998.00| 100.00000 8600.00| 71.66000 6162.76 MEDIAN STRIP MS-1 | | | 0600 22507 37.000 M | 88.00000 3256.00| 91.00000 3367.00| 24.26000 897.62 REALIGN & ADJUST EXIST. FENCE | | | 0610 24100 1500.000 HR | 37.00000 55500.00| 52.00000 78000.00| 22.85000 34275.00 ALLAYING DUST | | | 0620 24152 16.000 EA | 600.00000 9600.00| 230.00000 3680.00| 434.70000 6955.20 TYPE III BARRICADE 2.4 M | | | 0630 24160 160.000 SQ M| 269.00000 43040.00| 150.00000 24000.00| 280.35000 44856.00 CONSTRUCTION SIGNS | | | 0640 24260 300.000 MTON| 40.00000 12000.00| 31.00000 9300.00| 26.53000 7959.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0650 24272 80.000 HR | 31.00000 2480.00| 36.00000 2880.00| 29.57000 2365.60 TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -5 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 24278 12500.000 DAY | 1.00000 12500.00| 0.20000 2500.00| 0.66000 8250.00 GROUP 2 CHANNELIZING DEVICES | | | 0670 24279 4800.000 HR | 6.00000 28800.00| 2.80000 13440.00| 6.04000 28992.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0680 24282 1000.000 HR | 21.00000 21000.00| 26.00000 26000.00| 15.49000 15490.00 FLAGGER SERVICE | | | 0690 24287 13100.000 DAY | 0.90000 11790.00| 0.17000 2227.00| 0.66000 8646.00 WARNING LIGHT TY. A | | | 0700 24289 4100.000 DAY | 1.00000 4100.00| 0.17000 697.00| 0.66000 2706.00 WARNING LIGHT TY. C | | | 0710 24297 300.000 M | 89.00000 26700.00| 97.00000 29100.00| 120.75000 36225.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0720 24410 545.000 SQ M| 9.50000 5177.50| 19.00000 10355.00| 5.09000 2774.05 DEMOLITION OF PAVEMENT | | | 0730 24430 4103.000 SQ M| 6.30000 25848.90| 4.20000 17232.60| 3.31000 13580.93 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0735 24502 3.000 EA | 370.00000 1110.00| 220.00000 660.00| 552.39000 1657.17 NS REMOVE EXIST. REMOVE EXIST. AND | | | RELOC. CSXT "NO TRESPASSING" SIGN | | | 0740 24810 3.000 EA | 460.00000 1380.00| 110.00000 330.00| 552.39000 1657.17 NS RESET EXIST. RESET EXIST. CITY OF | | | WAYNESBORO SURVEY MON. | | | 0750 25000 69.000 M | 311.00000 21459.00| 510.00000 35190.00| 109.38000 7547.22 HANDRAIL HR-1 | | | 0760 25001 91.000 M | 256.00000 23296.00| 510.00000 46410.00| 109.94000 10004.54 NS HANDRAIL HANDRAIL HR-1 ALT. FOR | | | SOLDIER PILE WALL | | | 0770 25505 28.000 MO | 2900.00000 81200.00| 1400.00000 39200.00| 6584.42000 184363.76 FIELD OFFICE TY.I | | | 0775 27012 1.000 HA | 6200.00000 6200.00| 37000.00000 37000.00| 11357.85000 11357.85 TOPSOIL CL. A 50 MM | | | 0780 27022 1.000 HA | 12000.00000 12000.00| 37000.00000 37000.00| 16943.85000 16943.85 TOPSOIL CL. B 50 MM | | | 0790 27102 394.000 KG | 22.00000 8668.00| 15.00000 5910.00| 32.43000 12777.42 REGULAR SEED | | | 0800 27103 123.000 KG | 14.00000 1722.00| 3.30000 405.90| 7.10000 873.30 OVERSEEDING | | | 0810 27215 1.000 MTON| 1010.00000 1010.00| 1600.00000 1600.00| 1638.00000 1638.00 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -6 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 27250 5.000 MTON| 800.00000 4000.00| 170.00000 850.00| 218.40000 1092.00 LIME | | | 0830 27284 1800.000 SQ M| 4.40000 7920.00| 0.61000 1098.00| 2.18000 3924.00 EROSION CONTROL MULCH | | | 0840 27415 24.000 EA | 230.00000 5520.00| 110.00000 2640.00| 189.00000 4536.00 CHECK DAM(ROCK) TY. II | | | 0850 27422 5.000 EA | 660.00000 3300.00| 1300.00000 6500.00| 1006.95000 5034.75 DEWATERING BASIN | | | 0860 27430 493.000 CU M| 15.00000 7395.00| 27.00000 13311.00| 8.32000 4101.76 SILTATION CONTROL EXCAVATION | | | 0870 27440 50.000 HR | 152.00000 7600.00| 55.00000 2750.00| 30.91000 1545.50 MOWING | | | 0880 27450 5.000 EA | 530.00000 2650.00| 230.00000 1150.00| 194.25000 971.25 DROP INLET SILT TRAP, TYPE A | | | 0890 27460 41.000 EA | 290.00000 11890.00| 230.00000 9430.00| 173.25000 7103.25 DROP INLET SILT TRAP, TYPE B | | | 0900 27505 243.000 M | 11.20000 2721.60| 8.80000 2138.40| 7.51000 1824.93 TEMP. SILT FENCE | | | 0910 27506 924.000 M | 11.10000 10256.40| 8.80000 8131.20| 6.62000 6116.88 TEMP. FILTER BARRIER | | | 0920 28820 1.000 UNIT| 440.00000 440.00| 550.00000 550.00| 409.50000 409.50 WATERING | | | 0930 29083 4.000 EA | 67.00000 268.00| 200.00000 800.00| 218.40000 873.60 EASTERN REDBUD 25 MM CAL. | | | 0940 29122 4.000 EA | 65.00000 260.00| 83.00000 332.00| 300.30000 1201.20 FRINGETREE 20 MM CAL. | | | 0950 29162 4.000 EA | 65.00000 260.00| 180.00000 720.00| 283.92000 1135.68 CHEROKEE CHIEF DOGWOOD 20 MM CAL. | | | 0960 40002 224.000 M | 130.00000 29120.00| 210.00000 47040.00| 50.55000 11323.20 20 MM WATER SERVICE LINE | | | 0970 40005 20.000 M | 205.00000 4100.00| 210.00000 4200.00| 90.44000 1808.80 40 MM WATER SERVICE LINE | | | 0980 40041 43.000 M | 164.00000 7052.00| 470.00000 20210.00| 97.86000 4207.98 100 MM DI WATER MAIN | | | 0990 40061 102.000 M | 187.00000 19074.00| 590.00000 60180.00| 209.06000 21324.12 150 MM DI WATER MAIN | | | 1000 40081 93.000 M | 253.00000 23529.00| 730.00000 67890.00| 244.65000 22752.45 200 MM DI WATER MAIN | | | 1010 40121 398.000 M | 301.00000 119798.00| 850.00000 338300.00| 313.95000 124952.10 300 MM DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -7 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 40908 23.000 M | 359.00000 8257.00| 710.00000 16330.00| 325.50000 7486.50 200 MM OFFSET EXIST. PIPE | | | 1030 41004 2.000 EA | 925.00000 1850.00| 880.00000 1760.00| 1126.65000 2253.30 100 MM GATE VALVE & BOX | | | 1040 41006 4.000 EA | 860.00000 3440.00| 1100.00000 4400.00| 1250.55000 5002.20 150 MM GATE VALVE & BOX | | | 1050 41008 2.000 EA | 1250.00000 2500.00| 1900.00000 3800.00| 1600.20000 3200.40 200 MM GATE VALVE & BOX | | | 1060 41012 8.000 EA | 1990.00000 15920.00| 1900.00000 15200.00| 2416.05000 19328.40 300 MM GATE VALVE & BOX | | | 1070 41403 3.000 EA | 3100.00000 9300.00| 5300.00000 15900.00| 4137.00000 12411.00 200 MM X 200 MM TAP. SLEEVE VALVE & BOX | | | 1080 41820 2.000 EA | 2400.00000 4800.00| 3500.00000 7000.00| 2787.75000 5575.50 FIRE HYDRANT | | | 1090 41967 24.000 EA | 370.00000 8880.00| 940.00000 22560.00| 798.00000 19152.00 18 MM WATER METER BOX & YOKE | | | 1100 42044 85.000 M | 101.00000 8585.00| 470.00000 39950.00| 108.15000 9192.75 100 MM SAN. SERVICE LATERAL CONNECTION | | | 1110 42064 14.000 M | 191.00000 2674.00| 470.00000 6580.00| 154.35000 2160.90 150 MM SAN. SERVICE LATERAL CONNECTION | | | 1120 42082 140.000 M | 270.00000 37800.00| 1200.00000 168000.00| 268.80000 37632.00 200 MM DI SAN. SEWER PIPE | | | 1130 42708 1.000 M | 13000.00000 13000.00| 3300.00000 3300.00| 1421.70000 1421.70 200 MM SAN. DROP CONNECTION | | | 1140 42755 10.000 M | 1060.00000 10600.00| 1900.00000 19000.00| 336.00000 3360.00 SANITARY SEWER MANHOLE | | | 1150 42764 5.000 EA | 350.00000 1750.00| 470.00000 2350.00| 674.10000 3370.50 MANHOLE FRAME & COVER F&C-1 | | | 1160 42845 13.000 EA | 480.00000 6240.00| 350.00000 4550.00| 864.15000 11233.95 100 MM SEWER CLEANOUT | | | 1170 42846 2.000 EA | 800.00000 1600.00| 350.00000 700.00| 1320.90000 2641.80 150 MM SEWER CLEANOUT | | | 1180 45552 2.000 M | 3100.00000 6200.00| 350.00000 700.00| 424.20000 848.40 300 MM STEEL ENCASE. PIPE | | | 1190 50108 9.000 SQ M| 220.00000 1980.00| 71.00000 639.00| 67.20000 604.80 SIGN PANEL | | | 1200 50900 27.000 M | 165.00000 4455.00| 200.00000 5400.00| 192.93000 5209.11 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 50MM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -8 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 50900 5.000 M | 183.00000 915.00| 270.00000 1350.00| 258.30000 1291.50 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 55MM AND 63M | | | 1220 50900 11.000 M | 205.00000 2255.00| 270.00000 2970.00| 583.80000 6421.80 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGNPOST 63MM | | | 1225 51960 1.000 EA | 350.00000 350.00| 340.00000 340.00| 500.00000 500.00 NS INSTALL INSTALL NEW CSX TRANSP. "NO | | | TRESPASSING" SIGN | | | 1230 54032 1650.000 M | 3.60000 5940.00| 2.00000 3300.00| 1.55000 2557.50 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 1240 54042 15.000 M | 65.00000 975.00| 37.00000 555.00| 28.94000 434.10 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 1250 54105 300.000 M | 3.50000 1050.00| 4.20000 1260.00| 3.34000 1002.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1260 54242 73.000 EA | 22.00000 1606.00| 11.00000 803.00| 8.61000 628.53 TEMP. PAVE. MARKER 2 WAY | | | 1270 54510 3100.000 M | 4.00000 12400.00| 4.60000 14260.00| 3.63000 11253.00 CONSTR.PAVE.MARK. (TY.D,CL.I)100 MM | | | 1280 54522 10.000 M | 35.00000 350.00| 29.00000 290.00| 22.73000 227.30 CONSTR.PAVE.MARK. (TY.D,CL.I)600 MM | | | 1290 60120 612.000 CU M| 24.00000 14688.00| 42.00000 25704.00| 89.76000 54933.12 STRUCTURE EXCAVATION | | | 1305 61811 315800.000 LS | 1800000.00000 1800000.00| 1700000.00000 1700000.00| 1797452.66000 1797452.66 STR.STEEL PLATE GIRDER ASTM A709M GRADE | | | 345 | | | 1310 62532 516.000 SQ M| 155.00000 79980.00| 66.00000 34056.00| 158.09000 81574.44 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE WATERPROOFING | | | 1320 62491 32.000 M | 1200.00000 38400.00| 1100.00000 35200.00| 945.00000 30240.00 ELASTOMERIC EXPANSION DAM O MM -51 MM | | | 1330 64011 114.000 CU M| 45.00000 5130.00| 99.00000 11286.00| 89.78000 10234.92 STRUCTURE EXCAVATION | | | 1335 64020 34.000 M | 5900.00000 200600.00| 550.00000 18700.00| 4910.52000 166957.68 DRILLED HOLES | | | 1340 64030 58.000 CU M| 84.00000 4872.00| 130.00000 7540.00| 64.17000 3721.86 POROUS BACKFILL | | | 1355 65095 152.000 CU M| 1400.00000 212800.00| 1200.00000 182400.00| 2322.02000 352947.04 NS CONCRETE CONCRETE CLASS 30 MODIFIED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -9 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 65205 12290.000 KG | 3.00000 36870.00| 3.50000 43015.00| 9.02000 110855.80 EPOXY COATED REINF. STEEL | | | 1370 66740 367.000 SQ M| 110.00000 40370.00| 140.00000 51380.00| 85.01000 31198.67 CONCRETE SLAB SLOPE PROTECTION 100MM | | | 1380 66810 68.000 SQ M| 72.00000 4896.00| 53.00000 3604.00| 274.09000 18638.12 DAMPPROOFING | | | 1400 66921 106.000 M | 3600.00000 381600.00| 6300.00000 667800.00| 6963.28000 738107.68 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE DRILLED SHAFTS | | | 1410 66924 4.000 EA | 4400.00000 17600.00| 2000.00000 8000.00| 8912.09000 35648.36 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CROSSHOLE SONIC | | | LOGGING TESTING | | | 1420 66927 LUMP| 1790000.00000 1790000.00| 1620000.00000 1620000.00| 2789000.27000 2789000.27 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE FALSEWORK TRESTLE AND | | | ROLL-IN FALSEWORK | | | 1430 67090 45.000 M | 219.93000 9896.85| 280.00000 12600.00| 262.50000 11812.50 NS PEDESTRIAN FENCE PEDESTRIAN FENCE 1. | | | 2 M | | | 1440 67400 LUMP| 60000.00000 60000.00| 75000.00000 75000.00| 75350.26000 75350.26 DECK DRAINAGE SYSTEM | | | 1450 67900 LUMP| 170000.00000 170000.00| 59000.00000 59000.00| 117758.87000 117758.87 NS DISM. & REM. EXIST. STR. DISM. & REM | | | EX. STR. NO. 2077 | | | 1470 67902 93.000 M | 1200.00000 111600.00| 3800.00000 353400.00| 525.00000 48825.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS FURNISH AND INSTALL NEW | | | TRACK | | | 1475 67902 128.000 M | 219.00000 28032.00| 300.00000 38400.00| 525.00000 67200.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS INSTALL INNER GUARD RAILS | | | 1500 67903 290.000 MTON| 55.00000 15950.00| 110.00000 31900.00| 105.00000 30450.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS FURNISH AND INSTALL | | | BALLAST | | | 1510 67903 2.000 MTON| 1100.00000 2200.00| 210.00000 420.00| 0.00000 0.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS FURNISH AND INSTALL | | | SUBBALLAST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/08 PAGE : A45 -10 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00016446B01 COUNTIES : WAYNESBORO LETTING DATE : 05/21/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) O017 |( 3 ) L026 |ABERNATHY CONSTRUCTION CORP |ORDERS CONSTRUCTION COMPANY |D. W. LYLE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 68476 LUMP| 4900.00000 4900.00| 1100.00000 1100.00| 52500.00000 52500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 2077 | | | 1570 68492 LUMP| 1900.00000 1900.00| 440.00000 440.00| 5250.00000 5250.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 2077, TY.B | | | 1580 70000 LUMP| 5100.00000 5100.00| 16000.00000 16000.00| 6100.50000 6100.50 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 013, D-701 | | | SECTION TOTALS | $ 9,862,043.45| $ 10,042,743.50| $ 10,905,159.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,862,043.45| $ 10,042,743.50| $ 10,905,159.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A59 -1 TABULATION OF BIDS CALL ORDER : A59 CONTRACT ID : C00017044M01 COUNTIES : MECKLENBURG LETTING DATE : 05/21/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/14/08 COMPLETION DATE PROJECT(S) : 0744-058-P77, M501 FED # NONE CONTRACT DESCRIPTION: RECONSTRUCT AND SURFACE TREAT NON-HARD SURFACED ROAD FROM: 1.44 MILES SOUTH OF ROUTE 47 TO: 0.1 MILES SOUTH OF ROUTE 47 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L070 LANCO PAVING, INC. $ 397,595.50 100.0000% 2 W061 WHITE'S CONSTRUCTION COMPANY, INC. $ 454,086.73 114.2082% 3 R453 RED OAK EXCAVATING, INC. $ 545,227.50 137.1312% 4 H018 HAYMES BROTHERS, INC. $ 554,489.50 139.4607% 5 E009 W. C. ENGLISH, INCORPORATED $ 575,743.40 144.8063% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 585,371.02 147.2278% ==================================================================================================================================== |( 1 ) L070 |( 2 ) W061 |( 3 ) R453 |LANCO PAVING, INC. |WHITE'S CONSTRUCTION COMPAN |RED OAK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR ITEMS | | | 0010 00100 LUMP| 24000.00000 24000.00| 44800.00000 44800.00| 21240.00000 21240.00 MOBILIZATION | | | 0020 00125 LUMP| 93000.00000 93000.00| 53600.00000 53600.00| 213420.00000 213420.00 GRADING | | | 0030 00128 25.000 CY | 12.00000 300.00| 18.00000 450.00| 10.00000 250.00 EXTRA EXCAVATION | | | 0040 01150 680.000 LF | 26.00000 17680.00| 37.76000 25676.80| 27.00000 18360.00 15" PIPE | | | 0050 01180 120.000 LF | 38.00000 4560.00| 48.56000 5827.20| 33.00000 3960.00 18" PIPE | | | 0060 09150 27.000 TON | 50.00000 1350.00| 52.00000 1404.00| 40.00000 1080.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 10128 7250.000 TON | 18.00000 130500.00| 19.65000 142462.50| 18.15000 131587.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10416 14390.000 GAL | 2.80000 40292.00| 3.08000 44321.20| 3.10000 44609.00 LIQUID ASPHALT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A59 -2 TABULATION OF BIDS CALL ORDER : A59 CONTRACT ID : C00017044M01 COUNTIES : MECKLENBURG LETTING DATE : 05/21/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L070 |( 2 ) W061 |( 3 ) R453 |LANCO PAVING, INC. |WHITE'S CONSTRUCTION COMPAN |RED OAK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10468 235.000 TON | 33.00000 7755.00| 36.30000 8530.50| 36.30000 8530.50 COVER MATL. AGGR. NO. 68 | | | 0100 10482 282.000 TON | 35.00000 9870.00| 38.50000 10857.00| 38.50000 10857.00 COVER MATL. AGGR. NO. 8P | | | 0110 24160 201.000 SF | 10.00000 2010.00| 11.12000 2235.12| 10.00000 2010.00 CONSTRUCTION SIGNS | | | 0120 24260 290.000 TON | 18.00000 5220.00| 24.15000 7003.50| 18.15000 5263.50 CR. RUN AGGR. NO. 25 OR 26 | | | 0130 24278 1000.000 DAY | 0.50000 500.00| 1.00000 1000.00| 1.00000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24282 500.000 HR | 16.00000 8000.00| 12.00000 6000.00| 15.00000 7500.00 FLAGGER SERVICE | | | 0150 24400 7.000 UNIT| 200.00000 1400.00| 200.00000 1400.00| 100.00000 700.00 OBSCURING ROADWAY | | | 0160 27102 716.000 LB | 11.00000 7876.00| 14.69000 10518.04| 13.00000 9308.00 REGULAR SEED | | | 0170 27103 385.000 LB | 3.00000 1155.00| 2.26000 870.10| 2.00000 770.00 OVERSEEDING | | | 0180 27215 2.000 TON | 1200.00000 2400.00| 1638.50000 3277.00| 1250.00000 2500.00 FERTILIZER(15-30-15) | | | 0190 27250 11.000 TON | 180.00000 1980.00| 169.50000 1864.50| 200.00000 2200.00 LIME | | | 0200 27284 3529.000 SY | 0.10000 352.90| 1.13000 3987.77| 1.00000 3529.00 EROSION CONTROL MULCH | | | 0210 27321 5475.000 SY | 1.70000 9307.50| 3.98000 21790.50| 2.00000 10950.00 PROTECTIVE COVERING EC-2 | | | 0220 27326 1384.000 SY | 6.00000 8304.00| 7.50000 10380.00| 4.00000 5536.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0230 27410 6.000 EA | 200.00000 1200.00| 500.00000 3000.00| 125.00000 750.00 CHECK DAM, ROCK TY. I | | | 0240 27415 128.000 EA | 80.00000 10240.00| 175.00000 22400.00| 100.00000 12800.00 CHECK DAM(ROCK) TY. II | | | 0250 27430 1431.000 CY | 0.10000 143.10| 1.00000 1431.00| 7.00000 10017.00 SILTATION CONTROL EXCAVATION | | | 0260 27505 8000.000 LF | 1.00000 8000.00| 2.25000 18000.00| 2.00000 16000.00 TEMP. SILT FENCE | | | 0270 70000 LUMP| 200.00000 200.00| 1000.00000 1000.00| 500.00000 500.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D-1 | | | SECTION TOTALS | $ 397,595.50| $ 454,086.73| $ 545,227.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,595.50| $ 454,086.73| $ 545,227.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A67 -1 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C00086172C01 COUNTIES : LEE LETTING DATE : 05/21/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/31/09 COMPLETION DATE PROJECT(S) : (NFO)BR01-052-334,C501 FED # BH-BR01(223) CONTRACT DESCRIPTION: SUP. REPL.: RTE. 58A BR. OVER N. F. POWELL RIV. AND RTE. 633 FROM: 0.05 MI. E. RTE. 421 TO: 7.40 MI W. RTE. 642 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 1,478,098.80 100.0000% 2 W276 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,675,130.55 113.3301% 3 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,776,266.20 120.1724% ==================================================================================================================================== |( 1 ) E155 |( 2 ) W276 |( 3 ) F016 |ELK KNOB, INC. |WRIGHT BROTHERS CONSTRUCTIO |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 80000.00000 80000.00| 75000.00000 75000.00| 120000.00000 120000.00 MOBILIZATION | | | 0020 00101 LUMP| 11125.00000 11125.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0040 00125 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 28000.00000 28000.00 GRADING | | | 0050 00140 75.000 CY | 50.00000 3750.00| 50.00000 3750.00| 50.00000 3750.00 BORROW EXCAVATION | | | 0060 00591 65.000 LF | 25.00000 1625.00| 50.00000 3250.00| 24.00000 1560.00 COMB. UNDERDRAIN CD-2 | | | 0070 00595 12.000 LF | 25.00000 300.00| 50.00000 600.00| 34.00000 408.00 OUTLET PIPE | | | 0080 00596 4.000 EA | 434.65000 1738.60| 1000.00000 4000.00| 400.00000 1600.00 ENDWALL EW-12 | | | 0090 01150 6.000 LF | 100.00000 600.00| 50.00000 300.00| 200.00000 1200.00 15" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A67 -2 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C00086172C01 COUNTIES : LEE LETTING DATE : 05/21/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W276 |( 3 ) F016 |ELK KNOB, INC. |WRIGHT BROTHERS CONSTRUCTIO |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 08962 1.000 EA | 2900.00000 2900.00| 2500.00000 2500.00| 3600.00000 3600.00 DROP INLET DI-13 TY.1 | | | 0110 09155 20.000 CY | 200.00000 4000.00| 250.00000 5000.00| 175.00000 3500.00 GABIONS | | | 0120 09165 1.000 EA | 500.00000 500.00| 3000.00000 3000.00| 1800.00000 1800.00 PIPE SPILLOUT PS-2 | | | 0130 10128 151.000 TON | 25.00000 3775.00| 22.00000 3322.00| 25.00000 3775.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0140 10610 28.000 TON | 247.50000 6930.00| 240.00000 6720.00| 255.00000 7140.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0150 10635 20.000 TON | 275.00000 5500.00| 265.00000 5300.00| 280.00000 5600.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0160 10642 74.000 TON | 165.00000 12210.00| 170.00000 12580.00| 196.00000 14504.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0170 11070 120.000 LF | 7.00000 840.00| 2.00000 240.00| 10.00000 1200.00 NS SAW CUT SAW CUT ASPHALT CONCRETE | | | (4" DEPTH) | | | 0180 13312 2.000 EA | 1980.00000 3960.00| 2000.00000 4000.00| 3025.00000 6050.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0190 13320 166.000 LF | 20.35000 3378.10| 20.00000 3320.00| 33.00000 5478.00 GUARDRAIL GR-2 | | | 0200 13383 2.000 EA | 2090.00000 4180.00| 2015.00000 4030.00| 3025.00000 6050.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0210 13495 530.000 LF | 34.00000 18020.00| 32.00000 16960.00| 30.00000 15900.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0220 24152 6.000 EA | 500.00000 3000.00| 250.00000 1500.00| 400.00000 2400.00 TYPE III BARRICADE 8' | | | 0230 24160 373.000 SF | 16.00000 5968.00| 12.00000 4476.00| 16.50000 6154.50 CONSTRUCTION SIGNS | | | 0240 24278 6360.000 DAY | 1.00000 6360.00| 1.00000 6360.00| 0.50000 3180.00 GROUP 2 CHANNELIZING DEVICES | | | 0250 24282 1000.000 HR | 15.00000 15000.00| 20.00000 20000.00| 12.00000 12000.00 FLAGGER SERVICE | | | 0260 24297 130.000 LF | 14.00000 1820.00| 32.00000 4160.00| 26.00000 3380.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0270 24430 242.000 SY | 3.00000 726.00| 4.00000 968.00| 10.00000 2420.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0280 25506 15.000 MO | 1600.00000 24000.00| 500.00000 7500.00| 1350.00000 20250.00 FIELD OFFICE TY.II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A67 -3 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C00086172C01 COUNTIES : LEE LETTING DATE : 05/21/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W276 |( 3 ) F016 |ELK KNOB, INC. |WRIGHT BROTHERS CONSTRUCTIO |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27430 43.000 CY | 5.00000 215.00| 25.00000 1075.00| 1.00000 43.00 SILTATION CONTROL EXCAVATION | | | 0300 27505 254.000 LF | 3.00000 762.00| 8.00000 2032.00| 3.00000 762.00 TEMP. SILT FENCE | | | 0310 51950 LUMP| 56100.00000 56100.00| 32000.00000 32000.00| 102000.00000 102000.00 TEMP. SIGNALIZATION | | | 0320 54020 1160.000 LF | 1.21000 1403.60| 3.00000 3480.00| 1.25000 1450.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0330 54105 1160.000 LF | 1.16000 1345.60| 1.50000 1740.00| 1.20000 1392.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0340 54242 44.000 EA | 2.75000 121.00| 10.00000 440.00| 3.00000 132.00 TEMP. PAVE. MARKER 2 WAY | | | 0350 54510 2565.000 LF | 1.17000 3001.05| 1.15000 2949.75| 1.20000 3078.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0360 54514 960.000 LF | 2.31000 2217.60| 2.60000 2496.00| 2.40000 2304.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0370 54522 216.000 LF | 8.25000 1782.00| 6.75000 1458.00| 8.25000 1782.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0380 60404 230.000 CY | 700.00000 161000.00| 1200.00000 276000.00| 910.00000 209300.00 CONCRETE CLASS A4 | | | 0390 60490 835.000 SY | 9.19000 7673.65| 10.00000 8350.00| 10.00000 8350.00 BRIDGE DECK GROOVING | | | 0400 61705 72610.000 LB | 1.46000 106010.60| 1.48000 107462.80| 1.62000 117628.20 EPOXY COATED REINF. STEEL | | | * | | | 0410 61812 182700.000 LS | 450000.00000 450000.00| 600000.00000 600000.00| 602000.00000 602000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0420 62033 546.000 L.F.| 110.00000 60060.00| 105.00000 57330.00| 100.00000 54600.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0430 64011 140.000 CY | 50.00000 7000.00| 25.00000 3500.00| 30.00000 4200.00 STRUCTURE EXCAVATION | | | 0440 65013 69.000 CY | 1500.00000 103500.00| 2100.00000 144900.00| 650.00000 44850.00 CONCRETE CLASS A3 | | | 0450 65200 2040.000 LB | 2.00000 4080.00| 1.25000 2550.00| 1.20000 2448.00 REINF. STEEL | | | 0460 65205 4750.000 LB | 2.00000 9500.00| 1.48000 7030.00| 1.45000 6887.50 EPOXY COATED REINF. STEEL | | | 0470 67904 LUMP| 11520.00000 11520.00| 34000.00000 34000.00| 55000.00000 55000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A67 -4 TABULATION OF BIDS CALL ORDER : A67 CONTRACT ID : C00086172C01 COUNTIES : LEE LETTING DATE : 05/21/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W276 |( 3 ) F016 |ELK KNOB, INC. |WRIGHT BROTHERS CONSTRUCTIO |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 67904 LUMP| 1.00000 1.00| 56000.00000 56000.00| 50000.00000 50000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY WORK BRIDGE | | | 0490 68476 LUMP| 19800.00000 19800.00| 5000.00000 5000.00| 4000.00000 4000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION (STR. NO. 1031) | | | 0500 68492 LUMP| 2200.00000 2200.00| 1.00000 1.00| 660.00000 660.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | (STR. NO. 1031, TY. B) | | | 0510 68900 LUMP| 200000.00000 200000.00| 55000.00000 55000.00| 150000.00000 150000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1031 | | | 0520 69500 6.000 SY | 1100.00000 6600.00| 250.00000 1500.00| 1250.00000 7500.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0530 69614 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 35000.00000 35000.00 NS TEMP. CAUSEWAY TEMP. CAUSEWAY (STR. | | | NO. 1031) | | | SECTION TOTALS | $ 1,478,098.80| $ 1,675,130.55| $ 1,776,266.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,478,098.80| $ 1,675,130.55| $ 1,776,266.20 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A69 -1 TABULATION OF BIDS CALL ORDER : A69 CONTRACT ID : C00088050N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/30/09 COMPLETION DATE PROJECT(S) : (NFO) PM09-076-407, N501 FED # STP-PM09(231) CONTRACT DESCRIPTION: INTERSTATE PAVING ON I-95 FROM: VARIOUS LOCATIONS IN PRINCE WILLIAM COUNTY TO: VARIOUS LOCATIONS IN PRINCE WILLIAM COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,924,970.34 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 4,135,651.34 105.3677% 3 B042 JULIUS BRANSCOME, INC. $ 4,611,172.60 117.4830% ==================================================================================================================================== |( 1 ) V160 |( 2 ) S066 |( 3 ) B042 |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16325 32707.000 TON | 78.00000 2551146.00| 78.00000 2551146.00| 92.00000 3009044.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SM-12.5E(M) | | | 0020 16388 1137666.000 SY | 0.74000 841872.84| 0.99000 1126289.34| 0.97000 1103536.02 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0030 54042 1300.000 LF | 5.00000 6500.00| 5.25000 6825.00| 6.30000 8190.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0040 54076 106341.000 LF | 4.00000 425364.00| 3.40000 361559.40| 3.83000 407286.03 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0050 54078 6745.000 LF | 6.50000 43842.50| 6.80000 45866.00| 6.83000 46068.35 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0060 54101 1.000 EA | 350.00000 350.00| 367.50000 367.50| 157.50000 157.50 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B YIELD BAR 24"X36"TRIANGLE | | | 0070 54217 1597.000 EA | 35.00000 55895.00| 27.30000 43598.10| 23.10000 36890.70 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 3,924,970.34| $ 4,135,651.34| $ 4,611,172.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,924,970.34| $ 4,135,651.34| $ 4,611,172.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A70 -1 TABULATION OF BIDS CALL ORDER : A70 CONTRACT ID : C00088051N01 COUNTIES : ARLINGTON LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/30/09 COMPLETION DATE PROJECT(S) : (NFO) PM09-000-408, N501 FED # NH-PM09(232) CONTRACT DESCRIPTION: PAVING ON VARIOUS PRIMARY ROUTES FROM: VARIOUS PRIMARY ROUTES IN ARLINGTON COUNTY TO: VARIOUS PRIMARY ROUTES IN ARLINGTON COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F034 FORT MYER CONSTRUCTION CORPORATION $ 2,885,227.59 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,089,158.10 107.0681% ==================================================================================================================================== |( 1 ) F034 |( 2 ) V160 |( ) |FORT MYER CONSTRUCTION CORP |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID | | | 0010 16340 25018.000 TON | 81.00000 2026458.00| 80.00000 2001440.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0020 16388 870144.000 SY | 0.68000 591697.92| 0.90000 783129.60| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0030 51615 6884.000 LF | 0.44000 3028.96| 0.50000 3442.00| 14/1 ENCLOSED COND. CABLE | | | 0040 51912 1564.000 LF | 9.44000 14764.16| 9.00000 14076.00| SAW CUT 3/8" | | | 0050 51913 515.000 LF | 25.53000 13147.95| 25.00000 12875.00| SAWCUT 5/8" | | | 0060 54032 60345.000 LF | 0.44000 26551.80| 0.70000 42241.50| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0070 54034 6930.000 LF | 0.49000 3395.70| 1.10000 7623.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0080 54037 6650.000 LF | 1.11000 7381.50| 1.50000 9975.00| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0090 54040 850.000 LF | 2.77000 2354.50| 3.00000 2550.00| TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0100 54042 4915.000 LF | 4.44000 21822.60| 4.00000 19660.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A70 -2 TABULATION OF BIDS CALL ORDER : A70 CONTRACT ID : C00088051N01 COUNTIES : ARLINGTON LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) V160 |( ) |FORT MYER CONSTRUCTION CORP |VIRGINIA PAVING CO., DIV. O | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 54076 34130.000 LF | 3.61000 123209.30| 4.00000 136520.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0120 54078 5700.000 LF | 6.66000 37962.00| 7.00000 39900.00| TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0130 54217 501.000 EA | 22.20000 11122.20| 26.00000 13026.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0140 54300 5.000 EA | 111.00000 555.00| 100.00000 500.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0150 54400 2.000 EA | 222.00000 444.00| 500.00000 1000.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0160 56022 120.000 LF | 11.10000 1332.00| 10.00000 1200.00| 1" METAL CONDUIT | | | SECTION TOTALS | $ 2,885,227.59| $ 3,089,158.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,885,227.59| $ 3,089,158.10| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A71 -1 TABULATION OF BIDS CALL ORDER : A71 CONTRACT ID : C00088052N01 COUNTIES : NORTHERN VA LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/30/09 COMPLETION DATE PROJECT(S) : (NFO) PM09-076-409, N501 FED # NH-PM09(233) CONTRACT DESCRIPTION: GUARDRAIL UPGRADES IN NOVA DISTRICT FROM: VARIOUS LOCATIONS IN PRINCE WILLIAM AND ARLINGTON CO. TO: VARIOUS LOCATIONS IN PRINCE WILLIAM AND ARLINGTON CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A880 A & P SERVICES, LLC $ 1,259,420.00 100.0000% 2 L159 L. S. LEE, INC. $ 1,333,333.00 105.8688% 3 P009 PENN LINE SERVICE, INC. $ 1,503,372.50 119.3702% ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) P009 |A & P SERVICES, LLC |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00122 3560.000 LF | 2.00000 7120.00| 4.00000 14240.00| 25.00000 89000.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 13310 425.000 LF | 80.00000 34000.00| 80.00000 34000.00| 48.50000 20612.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13312 12.000 EA | 1900.00000 22800.00| 2200.00000 26400.00| 1675.00000 20100.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0040 13315 30.000 EA | 650.00000 19500.00| 750.00000 22500.00| 625.00000 18750.00 GUARDRAIL TERMINAL GR-11 | | | 0050 13320 33500.000 LF | 19.00000 636500.00| 19.50000 653250.00| 21.75000 728625.00 GUARDRAIL GR-2 | | | 0060 13323 275.000 LF | 26.00000 7150.00| 33.00000 9075.00| 35.00000 9625.00 GUARDRAIL GR-2A | | | 0070 13341 25.000 LF | 80.00000 2000.00| 90.00000 2250.00| 48.50000 1212.50 GUARDRAIL TERMINAL GR-6(WEATHERING | | | STEEL) | | | 0080 13345 17.000 EA | 2100.00000 35700.00| 2550.00000 43350.00| 2000.00000 34000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A71 -2 TABULATION OF BIDS CALL ORDER : A71 CONTRACT ID : C00088052N01 COUNTIES : NORTHERN VA LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) P009 |A & P SERVICES, LLC |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13346 33.000 EA | 100.00000 3300.00| 200.00000 6600.00| 500.00000 16500.00 REMOVE GR-7 TERMINAL | | | 0100 13347 5.000 EA | 2100.00000 10500.00| 2250.00000 11250.00| 1800.00000 9000.00 GUARDRAIL TERMINAL GR-7(WEATHERING | | | STEEL) | | | 0110 13383 3.000 EA | 1900.00000 5700.00| 2400.00000 7200.00| 1675.00000 5025.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 13384 3.000 EA | 500.00000 1500.00| 1000.00000 3000.00| 450.00000 1350.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0130 13392 16.000 EA | 2000.00000 32000.00| 2565.00000 41040.00| 1700.00000 27200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13400 7250.000 LF | 19.00000 137750.00| 23.00000 166750.00| 22.00000 159500.00 NS GUARDRAIL GUARDRAIL GR-2(WEATHERING | | | STEEL) | | | 0150 13401 4.000 EA | 2200.00000 8800.00| 2650.00000 10600.00| 2000.00000 8000.00 NS GUARDRAIL GUARDRAIL ALT B/A CABLE | | | TERM GR-9 (WEATHERING) | | | 0160 13401 8.000 EA | 650.00000 5200.00| 765.00000 6120.00| 650.00000 5200.00 NS GUARDRAIL GUARDRAIL GR TERMINAL | | | GR-11 (WEATHERING) | | | 0170 13401 6.000 EA | 4800.00000 28800.00| 4600.00000 27600.00| 4800.00000 28800.00 NS GUARDRAIL GUARDRAIL TERMINAL CAT-350 | | | 0180 13401 2000.000 EA | 12.00000 24000.00| 20.00000 40000.00| 20.00000 40000.00 NS GUARDRAIL GUARDRAIL UPGRADE EXIST. | | | BLOCKOUTS | | | 0190 13421 375.000 LF | 25.00000 9375.00| 32.00000 12000.00| 35.00000 13125.00 MEDIAN BARRIER MB-3 | | | 0200 13479 100.000 LF | 200.00000 20000.00| 100.00000 10000.00| 80.00000 8000.00 NS BARRIER BARRIER BULL NOSE, SPECIAL | | | DESIGN | | | 0210 16242 130.000 TON | 45.00000 5850.00| 50.00000 6500.00| 125.00000 16250.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0220 17313 2.000 EA | 50.00000 100.00| 60.00000 120.00| 100.00000 200.00 W BEAM END SECT(FLARED | | | 0230 17315 2.000 EA | 50.00000 100.00| 66.50000 133.00| 100.00000 200.00 W BEAM END SECT(BUFFER | | | 0240 17323 1100.000 LF | 15.00000 16500.00| 20.00000 22000.00| 18.00000 19800.00 GUARDRAIL BEAM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A71 -3 TABULATION OF BIDS CALL ORDER : A71 CONTRACT ID : C00088052N01 COUNTIES : NORTHERN VA LETTING DATE : 05/21/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A880 |( 2 ) L159 |( 3 ) P009 |A & P SERVICES, LLC |L. S. LEE, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 17325 50.000 LF | 17.00000 850.00| 25.00000 1250.00| 20.00000 1000.00 RADIAL GUARDRAIL BEAM | | | 0260 17329 103.000 EA | 75.00000 7725.00| 75.00000 7725.00| 125.00000 12875.00 POST (WOOD, CONC., OR STEEL) | | | 0270 17341 50.000 EA | 10.00000 500.00| 15.00000 750.00| 35.00000 1750.00 REALIGN POST | | | 0280 17451 275.000 EA | 5.00000 1375.00| 10.00000 2750.00| 10.00000 2750.00 GUARDRAIL DELINEATOR | | | 0290 24502 8.000 EA | 200.00000 1600.00| 200.00000 1600.00| 500.00000 4000.00 NS REMOVE EXIST. REMOVE EXIST. TERMINAL | | | GR-9 | | | 0300 24504 2.000 EA | 200.00000 400.00| 800.00000 1600.00| 500.00000 1000.00 NS REMOVE EXISTING REMOVE EXISTING GR-8 | | | ANCHOR SYSTEM | | | 0310 24601 37350.000 LF | 2.50000 93375.00| 2.00000 74700.00| 3.50000 130725.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0320 24611 7435.000 LF | 10.00000 74350.00| 8.00000 59480.00| 8.50000 63197.50 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .... | | | 0330 24617 500.000 LF | 10.00000 5000.00| 15.00000 7500.00| 12.00000 6000.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | SECTION TOTALS | $ 1,259,420.00| $ 1,333,333.00| $ 1,503,372.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,259,420.00| $ 1,333,333.00| $ 1,503,372.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A72 -1 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00071857C01 COUNTIES : HENRY LETTING DATE : 05/21/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/01/10 COMPLETION DATE PROJECT(S) : (NFO)6220-290-125, B601 FED # BDP-220-2(009) (NFO)6220-290-125, C501 FED # BDP-220-2(009) (NFO)6220-290-125, C501 FED # BDP-220-2(009) OTHERS CONTRACT DESCRIPTION: 0.196 MI. APPROACHES & BRIDGE OVER NS RR FR: 0.26 MI. E. OF N. INT. RTE. 220 NBL TO: 0.04 MI. E. OF N. INT. RTE. 220 NBL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E009 W. C. ENGLISH, INCORPORATED $ 3,103,968.00 100.0000% 2 S147 SMITH-ROWE, INC. $ 3,135,751.46 101.0240% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 3,224,499.50 103.8831% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 3,293,376.60 106.1021% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 3,355,130.27 108.0917% 6 D172 DLB, INC. $ 3,537,541.00 113.9683% 7 H018 HAYMES BROTHERS, INC. $ 3,759,789.50 121.1285% ==================================================================================================================================== |( 1 ) E009 |( 2 ) S147 |( 3 ) A013 |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 184000.00000 184000.00| 156750.00000 156750.00| 170000.00000 170000.00 MOBILIZATION | | | 0020 00110 1.000 LS | 168000.00000 168000.00| 55250.16000 55250.16| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0030 00120 1939.000 CY | 30.00000 58170.00| 12.00000 23268.00| 32.00000 62048.00 REGULAR EXCAVATION | | | 0040 00140 11422.000 CY | 20.00000 228440.00| 13.75000 157052.50| 14.00000 159908.00 BORROW EXCAVATION | | | 0050 00270 1280.000 TON | 23.00000 29440.00| 28.75000 36800.00| 30.00000 38400.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/20/08 PAGE : A72 -2 TABULATION OF BIDS CALL ORDER : A72 CONTRACT ID : C00071857C01 COUNTIES : HENRY LETTING DATE : 05/21/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) E009 |( 2 ) S147 |( 3 ) A013 |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00591 132.000 LF | 30.00000 3960.00| 17.50000 2310.00| 18.00000 2376.00 COMB. UNDERDRAIN CD-2 | | | 0070 00595 246.000 LF | 28.00000 6888.00| 15.00000 3690.00| 18.00000 4428.00 OUTLET PIPE | | | 0080 00596 5.000 EA | 500.00000 2500.00| 460.00000 2300.00| 425.00000 2125.00 ENDWALL EW-12 | | | 0090 01180 266.000 LF | 45.00000 11970.00| 40.00000 10640.00| 55.00000 14630.00 18" PIPE | | | 0100 01240 40.000 LF | 60.00000 2400.00| 50.00000 2000.00| 70.00000 2800.00 24" PIPE | | | 0110 06836 2.000 EA | 3500.00000 7000.00| 3000.00000 6000.00| 4500.00000 9000.00 DROP INLET DI-3C,L=8' | | | 0120 07510 1.000 EA | 3000.00000 3000.00| 1900.00000 1900.00| 3900.00000 3900.00 DROP INLET DI-7A | | | 0130 09148 4.000 TON | 70.00000 280.00| 60.00000 240.00| 45.00000 180.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0140 09150 50.000 TON | 50.00000 2500.00| 36.00000 1800.00| 45.00000 2250.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 09185 344.000 SY | 105.00000 36120.00| 48.07000 16536.08| 55.00000 18920.00 PAVED DITCH PG-2A | | | 0160 09250 4.000 EA | 300.00000 1200.00| 500.00000 2000.00| 450.00000 1800.00 SLOPE DRAIN | | | 0170 10065 620.000 TON | 41.00000 25420.00| 35.00000 21700.00| 35.00000 21700.00 AGGR. MATL. NO. 1 | | | 0180 10103 1000.000 TON | 24.00000 24000.00| 30.00000 30000.00| 22.00000 22000.00 AGGR. MATL. NO. 25 OR 26 | | | 0190 10128 2161.000 TON | 24.00000 51864.00| 33.00000 71313.00| 25.00000 54025.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0200 10635 346.000 TON | 100.00000 34600.00| 97.64000 33783.44| 105.00000 36330.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0210 10642 792.000 TON | 80.00000 63360.00| 77.98000 61760.16| 80.00000 63360.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0220 12020 80.000 LF | 30.00000 2400.00| 18.00000 1440.00| 18.00000 1440.00 STD. CURB CG-2 | | | 0230 12600 1371.000 LF | 30.00000 41130.00| 18.00000 24678.00| 18.00000 24678.00 STD. COMB. CURB & GUTTER CG-6 | | | 0240 12610 158.000 LF | 30.00000 4740.00| 18.00000 2844.00| 18.00000 2844.00 RADIAL COMB. CURB & GUTTER CG-6 | |