E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -1 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/02/11 COMPLETION DATE PROJECT(S) : (NFO)6265-071-V05,C501, B643 FED # STP-5108(140); STP-5108(141) (NFO)6265-071-V05, C501, B64 FED # STP-5108(140); STP-5108(141) (NFO)6265-071-V05, C501,B643 FED # STP-5108(141); STP-5108(140) CONTRACT DESCRIPTION: FRANKLIN TURNPIKE EXTENSION; GRADE, DRAIN, ASPHALT PAVE 0.2075 MI. W. OF RTE. 293 0.3136 MI. W. OF RTE. 360 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 18,295,603.02 100.0000% 2 E009 W. C. ENGLISH, INCORPORATED $ 18,544,319.95 101.3594% 3 S147 SMITH-ROWE, INC. $ 18,794,945.26 102.7293% 4 H018 HAYMES BROTHERS, INC. $ 19,761,259.94 108.0110% 5 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 19,976,485.28 109.1874% 6 B319 BRANCH HIGHWAYS, INC. $ 20,099,687.00 109.8608% 7 V004 VECELLIO & GROGAN, INC. $ 20,366,800.45 111.3207% 8 W048 W-L CONSTRUCTION & PAVING, INC. $ 21,332,139.15 116.5971% 9 D172 DLB, INC. $ 21,634,289.60 118.2486% ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 700000.00000 700000.00| 915000.00000 915000.00| 939500.00000 939500.00 MOBILIZATION | | | 0020 00101 LUMP| 55000.00000 55000.00| 116000.00000 116000.00| 75000.00000 75000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 200000.00000 200000.00| 104000.00000 104000.00| 558850.00000 558850.00 CLEARING AND GRUBBING | | | 0040 00120 304554.000 CY | 6.40000 1949145.60| 3.70000 1126849.80| 3.59000 1093348.86 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -2 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00140 23145.000 CY | 4.00000 92580.00| 3.80000 87951.00| 0.01000 231.45 BORROW EXCAVATION | | | 0060 00211 536.000 CY | 15.00000 8040.00| 21.00000 11256.00| 35.00000 18760.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00505 1024.000 TON | 32.00000 32768.00| 28.00000 28672.00| 21.10000 21606.40 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0080 00506 431.000 TON | 30.00000 12930.00| 32.00000 13792.00| 25.30000 10904.30 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. CRUSHED AGGREGATE NO. 57 | | | 0090 00525 109.000 CY | 500.00000 54500.00| 802.00000 87418.00| 400.00000 43600.00 CONCRETE CLASS A3 MISC. | | | 0100 00529 7.000 CY | 150.00000 1050.00| 300.00000 2100.00| 300.00000 2100.00 FLOWABLE BACKFILL | | | 0110 00540 80.000 LB | 1.00000 80.00| 4.00000 320.00| 2.00000 160.00 REINF. STEEL | | | 0120 00580 1823.000 LF | 15.00000 27345.00| 12.00000 21876.00| 18.00000 32814.00 UNDERDRAIN UD-1 | | | 0130 00585 4825.000 LF | 19.00000 91675.00| 18.95000 91433.75| 19.00000 91675.00 UNDERDRAIN UD-2 | | | 0140 00588 11185.000 LF | 11.00000 123035.00| 10.50000 117442.50| 10.00000 111850.00 UNDERDRAIN UD-4 | | | 0150 00590 498.000 LF | 12.00000 5976.00| 21.00000 10458.00| 14.00000 6972.00 COMB. UNDERDRAIN CD-1 | | | 0160 00591 362.000 LF | 15.00000 5430.00| 21.00000 7602.00| 14.00000 5068.00 COMB. UNDERDRAIN CD-2 | | | 0170 00595 340.000 LF | 10.00000 3400.00| 21.00000 7140.00| 14.00000 4760.00 OUTLET PIPE | | | 0180 00596 16.000 EA | 450.00000 7200.00| 450.00000 7200.00| 600.00000 9600.00 ENDWALL EW-12 | | | 0190 01060 65.000 LF | 13.00000 845.00| 26.00000 1690.00| 14.00000 910.00 6" PIPE | | | 0200 01150 4434.000 LF | 24.00000 106416.00| 27.00000 119718.00| 20.00000 88680.00 15" PIPE | | | 0210 01152 1265.000 LF | 25.00000 31625.00| 30.00000 37950.00| 26.00000 32890.00 15" CONC. PIPE | | | 0220 01180 1679.000 LF | 24.00000 40296.00| 37.00000 62123.00| 24.00000 40296.00 18" PIPE | | | 0230 01182 228.000 LF | 26.00000 5928.00| 40.00000 9120.00| 36.00000 8208.00 18" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -3 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 01240 952.000 LF | 30.00000 28560.00| 47.00000 44744.00| 30.00000 28560.00 24" PIPE | | | 0250 01242 568.000 LF | 37.00000 21016.00| 49.00000 27832.00| 48.00000 27264.00 24" CONC. PIPE | | | 0260 01300 166.000 LF | 34.00000 5644.00| 70.00000 11620.00| 40.00000 6640.00 30" PIPE | | | 0270 01362 473.000 LF | 65.00000 30745.00| 90.00000 42570.00| 80.00000 37840.00 36" CONC. PIPE | | | 0280 01602 435.000 LF | 154.00000 66990.00| 350.00000 152250.00| 230.00000 100050.00 60" CONC. PIPE | | | 0290 02090 316.000 LF | 230.00000 72680.00| 550.00000 173800.00| 310.00000 97960.00 NS PIPE PIPE SPECIAL DESIGN 60" CONC | | | PIPE | | | 0300 06151 4.000 EA | 700.00000 2800.00| 500.00000 2000.00| 600.00000 2400.00 15" END SECTION ES-1 | | | 0310 06241 4.000 EA | 900.00000 3600.00| 875.00000 3500.00| 900.00000 3600.00 24" END SECTION ES-1 | | | 0320 06301 1.000 EA | 1100.00000 1100.00| 1300.00000 1300.00| 1200.00000 1200.00 30" END SECTION ES-1 | | | 0330 06746 1.000 EA | 4500.00000 4500.00| 4000.00000 4000.00| 4800.00000 4800.00 DROP INLET DI-2AA | | | 0340 06749 3.000 EA | 3500.00000 10500.00| 3500.00000 10500.00| 4050.00000 12150.00 DROP INLET DI-2B,L=8' | | | 0350 06750 4.000 EA | 3600.00000 14400.00| 3700.00000 14800.00| 5500.00000 22000.00 DROP INLET DI-2B,L=10' | | | 0360 06751 1.000 EA | 3700.00000 3700.00| 4000.00000 4000.00| 4275.00000 4275.00 DROP INLET DI-2B,L=12' | | | 0370 06755 2.000 EA | 4200.00000 8400.00| 4200.00000 8400.00| 5110.00000 10220.00 DROP INLET DI-2B,L=20' | | | 0380 06759 1.000 EA | 4500.00000 4500.00| 4200.00000 4200.00| 5000.00000 5000.00 DROP INLET DI-2BB,L=10' | | | 0390 06761 1.000 EA | 6900.00000 6900.00| 9000.00000 9000.00| 7315.00000 7315.00 DROP INLET DI-2BB,L=14' | | | 0400 06765 1.000 EA | 5600.00000 5600.00| 6500.00000 6500.00| 5800.00000 5800.00 DROP INLET DI-2C,L=6' | | | 0410 06815 7.000 EA | 1900.00000 13300.00| 2500.00000 17500.00| 2000.00000 14000.00 DROP INLET DI-3A | | | 0420 06816 2.000 EA | 3800.00000 7600.00| 5500.00000 11000.00| 3550.00000 7100.00 DROP INLET DI-3AA | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -4 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 06817 12.000 EA | 2000.00000 24000.00| 2500.00000 30000.00| 2000.00000 24000.00 DROP INLET DI-3B,L=4' | | | 0440 06818 11.000 EA | 2200.00000 24200.00| 2600.00000 28600.00| 2200.00000 24200.00 DROP INLET DI-3B,L=6' | | | 0450 06819 8.000 EA | 2500.00000 20000.00| 2700.00000 21600.00| 2650.00000 21200.00 DROP INLET DI-3B,L=8' | | | 0460 06820 9.000 EA | 2700.00000 24300.00| 3000.00000 27000.00| 2950.00000 26550.00 DROP INLET DI-3B,L=10' | | | 0470 06821 2.000 EA | 2900.00000 5800.00| 3700.00000 7400.00| 3250.00000 6500.00 DROP INLET DI-3B,L=12' | | | 0480 06825 1.000 EA | 3700.00000 3700.00| 5000.00000 5000.00| 4275.00000 4275.00 DROP INLET DI-3B,L=20' | | | 0490 06826 1.000 EA | 4600.00000 4600.00| 6000.00000 6000.00| 4050.00000 4050.00 DROP INLET DI-3BB,L=4' | | | 0500 06828 2.000 EA | 4000.00000 8000.00| 4700.00000 9400.00| 3750.00000 7500.00 DROP INLET DI-3BB,L=8' | | | 0510 06829 1.000 EA | 3100.00000 3100.00| 3200.00000 3200.00| 3375.00000 3375.00 DROP INLET DI-3BB,L=10' | | | 0520 06835 4.000 EA | 2300.00000 9200.00| 3000.00000 12000.00| 2400.00000 9600.00 DROP INLET DI-3C,L=6' | | | 0530 06836 2.000 EA | 2700.00000 5400.00| 3500.00000 7000.00| 2940.00000 5880.00 DROP INLET DI-3C,L=8' | | | 0540 06843 2.000 EA | 3600.00000 7200.00| 5000.00000 10000.00| 4050.00000 8100.00 DROP INLET DI-3CC,L=6' | | | 0550 07506 11.000 EA | 2300.00000 25300.00| 3000.00000 33000.00| 2325.00000 25575.00 DROP INLET DI-5 | | | 0560 07508 5.000 EA | 2500.00000 12500.00| 3000.00000 15000.00| 2550.00000 12750.00 DROP INLET DI-7 | | | 0570 09056 148.000 LF | 180.00000 26640.00| 250.00000 37000.00| 200.00000 29600.00 MANHOLE MH-1 OR 2 | | | 0580 09057 15.000 EA | 400.00000 6000.00| 300.00000 4500.00| 500.00000 7500.00 FRAME & COVER MH-1 | | | 0590 09150 406.000 TON | 35.00000 14210.00| 35.00000 14210.00| 35.00000 14210.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0600 09152 43.000 TON | 50.00000 2150.00| 47.00000 2021.00| 50.00000 2150.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0610 09250 15.000 EA | 200.00000 3000.00| 250.00000 3750.00| 1200.00000 18000.00 SLOPE DRAIN | | | 0620 10017 14113.000 TON | 33.50000 472785.50| 32.00000 451616.00| 32.60000 460083.80 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -5 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 10041 7.000 TON | 100.00000 700.00| 112.00000 784.00| 109.00000 763.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0640 10062 8906.000 TON | 55.00000 489830.00| 55.00000 489830.00| 55.55000 494728.30 ASPH-STAB. OPEN-GRADED MATERIAL | | | 0650 10123 25398.000 TON | 24.00000 609552.00| 21.50000 546057.00| 20.63000 523960.74 AGGR. BASE MATL. TY. I NO. 21A | | | 0660 10416 377.000 GAL | 4.00000 1508.00| 4.00000 1508.00| 4.50000 1696.50 LIQUID ASPHALT | | | 0670 10608 6181.000 TON | 57.00000 352317.00| 57.00000 352317.00| 57.40000 354789.40 ASPHALT CONCRETE TY. SM-12.5D | | | 0680 10611 5643.000 TON | 55.00000 310365.00| 55.00000 310365.00| 55.90000 315443.70 ASPHALT CONCRETE TY. IM-19.0D | | | 0690 10630 459.000 SY | 8.50000 3901.50| 9.00000 4131.00| 8.35000 3832.65 FLEXIBLE PAVEMENT PLANING | | | 0700 10642 31689.000 TON | 51.00000 1616139.00| 51.00000 1616139.00| 51.85000 1643074.65 ASPHALT CONCRETE TY. BM-25.0A | | | 0710 11039 491.000 SY | 58.50000 28723.50| 63.00000 30933.00| 62.75000 30810.25 CONCRETE ENTRANCE PAVE. 6" | | | 0720 11070 212.000 LF | 3.50000 742.00| 4.00000 848.00| 20.00000 4240.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 6" | | | 0730 12020 89.000 LF | 15.00000 1335.00| 30.00000 2670.00| 25.00000 2225.00 STD. CURB CG-2 | | | 0740 12322 4393.000 LF | 7.00000 30751.00| 7.00000 30751.00| 7.00000 30751.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0750 12505 182.000 TON | 150.00000 27300.00| 160.00000 29120.00| 156.50000 28483.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0760 12600 5630.000 LF | 16.10000 90643.00| 21.00000 118230.00| 17.75000 99932.50 STD. COMB. CURB & GUTTER CG-6 | | | 0770 12610 2163.000 LF | 19.00000 41097.00| 21.00000 45423.00| 17.75000 38393.25 RADIAL COMB. CURB & GUTTER CG-6 | | | 0780 12940 2674.000 SY | 75.00000 200550.00| 55.00000 147070.00| 54.80000 146535.20 ENTRANCE GUTTER CG-9D | | | 0790 13108 12.000 SY | 320.00000 3840.00| 450.00000 5400.00| 450.00000 5400.00 CG-12 DETECTABLE WARNING SURFACE | | | 0800 13114 611.000 SY | 80.00000 48880.00| 60.00000 36660.00| 59.80000 36537.80 ENTRANCE GUTTER CG-13 | | | 0810 13220 1849.000 SY | 42.00000 77658.00| 41.00000 75809.00| 35.50000 65639.50 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -6 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 13244 100.000 LF | 6.50000 650.00| 4.00000 400.00| 5.00000 500.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS VARIOUS DEPTH | | | 0830 13310 65.000 LF | 85.00000 5525.00| 85.00000 5525.00| 60.00000 3900.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0840 13315 5.000 EA | 525.00000 2625.00| 525.00000 2625.00| 600.00000 3000.00 GUARDRAIL TERMINAL GR-11 | | | 0850 13320 7114.000 LF | 13.50000 96039.00| 13.50000 96039.00| 12.75000 90703.50 GUARDRAIL GR-2 | | | 0860 13323 838.000 LF | 19.50000 16341.00| 19.50000 16341.00| 19.00000 15922.00 GUARDRAIL GR-2A | | | 0870 13331 609.000 LF | 16.00000 9744.00| 16.00000 9744.00| 16.00000 9744.00 RAD. GUARDRAIL GR-2 | | | 0880 13333 62.000 LF | 22.50000 1395.00| 22.50000 1395.00| 23.00000 1426.00 RAD. GUARDRAIL GR-2A | | | 0890 13345 5.000 EA | 2100.00000 10500.00| 2100.00000 10500.00| 1900.00000 9500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0900 13383 2.000 EA | 1650.00000 3300.00| 1650.00000 3300.00| 1800.00000 3600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0910 13384 2.000 EA | 650.00000 1300.00| 650.00000 1300.00| 400.00000 800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0920 21110 320.000 SY | 68.00000 21760.00| 135.00000 43200.00| 126.00000 40320.00 MEDIAN STRIP MS-1A | | | 0930 21215 4715.000 LF | 25.00000 117875.00| 31.00000 146165.00| 27.50000 129662.50 MEDIAN STRIP MS-2 | | | 0940 22643 4281.000 LF | 11.00000 47091.00| 10.50000 44950.50| 10.50000 44950.50 FENCE FE-CL | | | 0950 22653 8.000 EA | 300.00000 2400.00| 270.00000 2160.00| 270.00000 2160.00 LINE BRACE UNIT FE-CL | | | 0960 22663 27.000 EA | 300.00000 8100.00| 270.00000 7290.00| 270.00000 7290.00 CORNER BRACE UNIT FE-CL | | | 0970 22677 3.000 EA | 1000.00000 3000.00| 1000.00000 3000.00| 1000.00000 3000.00 GATE FE-CL L=14' | | | 0980 24100 1000.000 HR | 17.00000 17000.00| 40.00000 40000.00| 35.00000 35000.00 ALLAYING DUST | | | 0990 24152 8.000 EA | 420.00000 3360.00| 350.00000 2800.00| 235.00000 1880.00 TYPE III BARRICADE 8' | | | 1000 24160 650.000 SF | 20.00000 13000.00| 18.00000 11700.00| 13.50000 8775.00 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -7 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 24260 3615.000 TON | 25.00000 90375.00| 27.00000 97605.00| 22.10000 79891.50 CR. RUN AGGR. NO. 25 OR 26 | | | 1020 24272 1200.000 HR | 5.00000 6000.00| 3.50000 4200.00| 6.67000 8004.00 TRUCK MOUNTED ATTENUATOR | | | 1030 24278 15000.000 DAY | 1.00000 15000.00| 0.75000 11250.00| 1.00000 15000.00 GROUP 2 CHANNELIZING DEVICES | | | 1040 24281 18000.000 HR | 1.00000 18000.00| 1.00000 18000.00| 0.50000 9000.00 ELECTRONIC ARROW | | | 1050 24282 5500.000 HR | 15.00000 82500.00| 20.00000 110000.00| 18.00000 99000.00 FLAGGER SERVICE | | | 1060 24400 1.000 UNIT| 500.00000 500.00| 1500.00000 1500.00| 1000.00000 1000.00 OBSCURING ROADWAY | | | 1070 24420 356.000 SY | 15.00000 5340.00| 26.00000 9256.00| 5.00000 1780.00 DEMOLITION OF PAVEMENT (RIGID) | | | 1080 24430 15417.000 SY | 2.00000 30834.00| 4.50000 69376.50| 2.00000 30834.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1090 25505 27.000 MO | 1100.00000 29700.00| 2000.00000 54000.00| 2500.00000 67500.00 FIELD OFFICE TY.I | | | 1100 25561 4.000 DAY | 2500.00000 10000.00| 1500.00000 6000.00| 5000.00000 20000.00 FORMAL PARTNERING | | | 1110 25565 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| 25000.00000 25000.00 PROGRESS SCHEDULE BASELINE | | | 1120 25567 27.000 EA | 900.00000 24300.00| 310.00000 8370.00| 1000.00000 27000.00 PROGRESS SCHEDULE UPDATES | | | 1130 26117 2521.000 TON | 35.00000 88235.00| 32.00000 80672.00| 32.00000 80672.00 DRY RIPRAP CL. AI | | | 1140 26271 398.000 TON | 35.00000 13930.00| 32.00000 12736.00| 32.00000 12736.00 NS DRY RIPRAP DRY RIPRAP BEDDING MATL. | | | RIPRAP CLASS A1 | | | 1150 26271 431.000 TON | 49.00000 21119.00| 32.00000 13792.00| 32.00000 13792.00 NS DRY RIPRAP DRY RIPRAP CL.I (48" | | | BACKFILL AT STA. 126-129) | | | 1160 27102 3904.000 LB | 9.00000 35136.00| 8.30000 32403.20| 7.90000 30841.60 REGULAR SEED | | | 1170 27103 2440.000 LB | 2.00000 4880.00| 4.10000 10004.00| 3.90000 9516.00 OVERSEEDING | | | 1180 27104 1281.000 LB | 19.00000 24339.00| 10.20000 13066.20| 9.40000 12041.40 LEGUME SEED | | | 1190 27105 800.000 LB | 10.00000 8000.00| 5.10000 4080.00| 5.10000 4080.00 LEGUME OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -8 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 27215 11.000 TON | 900.00000 9900.00| 640.00000 7040.00| 640.00000 7040.00 FERTILIZER(15-30-15) | | | 1210 27250 76.000 TON | 200.00000 15200.00| 130.00000 9880.00| 130.00000 9880.00 LIME | | | 1220 27321 1204.000 SY | 2.50000 3010.00| 1.80000 2167.20| 1.69000 2034.76 PROTECTIVE COVERING EC-2 | | | 1230 27336 1295.000 SY | 2.20000 2849.00| 7.00000 9065.00| 5.00000 6475.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | 1240 27340 760.000 CY | 10.50000 7980.00| 20.00000 15200.00| 6.00000 4560.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1250 27410 10.000 EA | 130.00000 1300.00| 300.00000 3000.00| 100.00000 1000.00 CHECK DAM, ROCK TY. I | | | 1260 27415 173.000 EA | 130.00000 22490.00| 200.00000 34600.00| 100.00000 17300.00 CHECK DAM(ROCK) TY. II | | | 1270 27422 5.000 EA | 850.00000 4250.00| 500.00000 2500.00| 1000.00000 5000.00 DEWATERING BASIN | | | 1280 27430 4293.000 CY | 2.00000 8586.00| 8.00000 34344.00| 3.00000 12879.00 SILTATION CONTROL EXCAVATION | | | 1290 27440 12.000 HR | 40.00000 480.00| 68.00000 816.00| 68.00000 816.00 MOWING | | | 1300 27450 17.000 EA | 150.00000 2550.00| 250.00000 4250.00| 150.00000 2550.00 DROP INLET SILT TRAP, TYPE A | | | 1310 27460 78.000 EA | 120.00000 9360.00| 300.00000 23400.00| 100.00000 7800.00 DROP INLET SILT TRAP, TYPE B | | | 1320 27505 16820.000 LF | 2.00000 33640.00| 2.00000 33640.00| 1.87000 31453.40 TEMP. SILT FENCE | | | 1330 27506 5212.000 LF | 1.50000 7818.00| 3.50000 18242.00| 2.89000 15062.68 TEMP. FILTER BARRIER | | | 1340 27545 5805.000 CY | 5.00000 29025.00| 6.00000 34830.00| 10.00000 58050.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1350 27550 31.000 LF | 900.00000 27900.00| 300.00000 9300.00| 800.00000 24800.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1360 40002 816.000 LF | 22.00000 17952.00| 25.00000 20400.00| 19.35000 15789.60 3/4" WATER SERVICE LINE | | | 1370 40006 89.000 LF | 16.00000 1424.00| 33.00000 2937.00| 28.22000 2511.58 2" WATER SERVICE LINE | | | 1380 40061 369.000 LF | 29.00000 10701.00| 32.00000 11808.00| 31.56000 11645.64 6" DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -9 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1390 40081 1668.000 LF | 52.00000 86736.00| 38.00000 63384.00| 37.53000 62600.04 8" DI WATER MAIN | | | 1400 40121 6099.000 LF | 52.00000 317148.00| 41.00000 250059.00| 44.60000 272015.40 12" DI WATER MAIN | | | 1410 41002 1.000 EA | 750.00000 750.00| 509.00000 509.00| 508.50000 508.50 2" GATE VALVE & BOX | | | 1420 41006 8.000 EA | 1300.00000 10400.00| 1000.00000 8000.00| 929.20000 7433.60 6" GATE VALVE & BOX | | | 1430 41008 9.000 EA | 1100.00000 9900.00| 1300.00000 11700.00| 1197.71000 10779.39 8" GATE VALVE & BOX | | | 1440 41012 20.000 EA | 2100.00000 42000.00| 2300.00000 46000.00| 1894.59000 37891.80 12" GATE VALVE & BOX | | | 1450 41104 1.000 EA | 700.00000 700.00| 400.00000 400.00| 230.00000 230.00 ADJUST EXIST. VALVE BOX | | | 1460 41815 2.000 EA | 1400.00000 2800.00| 1200.00000 2400.00| 1177.42000 2354.84 2" BLOW-OFF VALVE & BOX | | | 1470 41817 2.000 EA | 1300.00000 2600.00| 1750.00000 3500.00| 975.11000 1950.22 4" BLOW-OFF VALVE & BOX | | | 1480 41820 6.000 EA | 2300.00000 13800.00| 3400.00000 20400.00| 3346.14000 20076.84 FIRE HYDRANT | | | 1490 41830 3.000 EA | 1200.00000 3600.00| 1500.00000 4500.00| 618.83000 1856.49 1" AIR RELEASE VALVE & BOX | | | 1500 41967 4.000 EA | 1500.00000 6000.00| 400.00000 1600.00| 370.10000 1480.40 5/8" WATER METER BOX & YOKE | | | 1510 41976 23.000 EA | 700.00000 16100.00| 400.00000 9200.00| 295.75000 6802.25 RELOC. EXIST. WATER METER & BOX | | | 1520 42044 619.000 LF | 17.00000 10523.00| 40.00000 24760.00| 21.07000 13042.33 4" SANITARY SERVICE LATERAL CONNECTION | | | 1530 42080 1084.000 LF | 79.00000 85636.00| 34.00000 36856.00| 33.20000 35988.80 8" SAN. SEWER PIPE | | | 1540 42122 950.000 LF | 44.00000 41800.00| 47.00000 44650.00| 43.34000 41173.00 12" DI SANITARY SEWER PIPE | | | 1550 42210 230.000 LF | 11.00000 2530.00| 103.00000 23690.00| 102.02000 23464.60 21" SAN. SEWER PIPE | | | 1560 42755 188.000 LF | 250.00000 47000.00| 419.00000 78772.00| 418.18000 78617.84 SANITARY SEWER MANHOLE | | | 1570 42758 2.000 EA | 800.00000 1600.00| 500.00000 1000.00| 497.19000 994.38 MANHOLE FRAME & COVER WF & C-1 | | | 1580 42764 18.000 EA | 800.00000 14400.00| 461.00000 8298.00| 460.99000 8297.82 MANHOLE FRAME & COVER F&C-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -10 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1590 42765 8.000 EA | 800.00000 6400.00| 400.00000 3200.00| 230.00000 1840.00 ADJUST EXIST FRAME & COVER | | | 1600 42771 3.000 LF | 1300.00000 3900.00| 400.00000 1200.00| 217.35000 652.05 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1610 42845 18.000 EA | 750.00000 13500.00| 300.00000 5400.00| 294.84000 5307.12 4" SEWER CLEANOUT | | | 1620 45004 1231.000 LF | 28.00000 34468.00| 45.00000 55395.00| 42.35000 52132.85 4" GAS MAIN | | | 1630 45006 6079.000 LF | 23.50000 142856.50| 47.00000 285713.00| 38.55000 234345.45 6" GAS MAIN | | | 1640 45120 15.000 LF | 60.00000 900.00| 44.00000 660.00| 71.67000 1075.05 NS GAS MAIN GAS MAIN 1" GAS SERVICE LIN | | | 1650 45120 495.000 LF | 20.00000 9900.00| 44.00000 21780.00| 43.61000 21586.95 NS GAS MAIN GAS MAIN 1/2" GAS SERVICE | | | LINE | | | 1660 45120 522.000 LF | 12.50000 6525.00| 43.00000 22446.00| 39.39000 20561.58 NS GAS MAIN GAS MAIN 2" GAS MAIN | | | 1670 45121 4.000 EA | 232.00000 928.00| 325.00000 1300.00| 412.28000 1649.12 NS GAS MAIN 2" GAS VALVE & BOX | | | 1680 45121 6.000 EA | 380.00000 2280.00| 540.00000 3240.00| 292.10000 1752.60 NS GAS MAIN 4" GAS VALVE & BOX | | | 1690 45121 16.000 EA | 600.00000 9600.00| 975.00000 15600.00| 347.88000 5566.08 NS GAS MAIN 6" GAS VALVE & BOX | | | 1700 45121 25.000 EA | 88.00000 2200.00| 125.00000 3125.00| 468.19000 11704.75 NS GAS MAIN LOCATING STATION | | | 1710 45121 4.000 EA | 88.00000 352.00| 175.00000 700.00| 468.29000 1873.16 NS GAS MAIN TEST STATION | | | 1720 45592 140.000 LF | 540.00000 75600.00| 225.00000 31500.00| 471.10000 65954.00 30" STEEL ENCASE. PIPE | | | 1730 50108 1404.000 SF | 27.00000 37908.00| 33.25000 46683.00| 24.00000 33696.00 SIGN PANEL | | | 1740 50110 470.000 SF | 22.00000 10340.00| 66.00000 31020.00| 20.00000 9400.00 OVERLAY SIGN PANEL | | | 1750 50206 32.000 LF | 22.00000 704.00| 48.00000 1536.00| 20.00000 640.00 SIGN POST WOOD 6" X 6" | | | 1760 50575 33.000 C.Y.| 1700.00000 56100.00| 1325.00000 43725.00| 1500.00000 49500.00 CONC. FOUND. O/H SIGN STRUCTURE | | | 1770 50872 2.000 EA | 110.00000 220.00| 2150.00000 4300.00| 100.00000 200.00 REMOVE, SALVAGE SIGN TY.SP-2 FROM O/H | | | STR. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -11 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1780 50900 420.000 LF | 35.00000 14700.00| 21.00000 8820.00| 30.00000 12600.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST, | | | STD. STP-1 (2 ½ X 2 ½) | | | 1790 50902 3.000 EA | 24000.00000 72000.00| 29000.00000 87000.00| 22000.00000 66000.00 NS TRAFFIC SIGN TRAFFIC SIGN CANTILEVER | | | O/H SIGN STRUCTURE # 1 | | | 1800 50902 3.000 EA | 550.00000 1650.00| 4225.00000 12675.00| 500.00000 1500.00 NS TRAFFIC SIGN TRAFFIC SIGN REM. DIS. | | | OVERHEAD STRUCT. TYP. BM | | | 1810 54032 17000.000 LF | 0.45000 7650.00| 0.38000 6460.00| 0.60000 10200.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1820 54042 750.000 LF | 4.25000 3187.50| 3.95000 2962.50| 11.50000 8625.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1830 54105 8000.000 LF | 0.60000 4800.00| 0.56000 4480.00| 1.00000 8000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1840 54242 200.000 EA | 7.50000 1500.00| 6.85000 1370.00| 3.25000 650.00 TEMP. PAVE. MARKER 2 WAY | | | 1850 54300 15.000 EA | 74.50000 1117.50| 69.00000 1035.00| 160.00000 2400.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1860 54310 15.000 EA | 105.00000 1575.00| 95.00000 1425.00| 260.00000 3900.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1870 54424 10.000 EA | 63.00000 630.00| 59.00000 590.00| 105.00000 1050.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 1880 54425 5.000 EA | 150.00000 750.00| 136.00000 680.00| 200.00000 1000.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 1890 54512 13000.000 LF | 1.00000 13000.00| 0.94000 12220.00| 1.05000 13650.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 1900 60404 2256.000 CY | 560.63000 1264781.28| 550.00000 1240800.00| 480.55000 1084120.80 CONCRETE CLASS A4 | | | 1910 60450 245.000 CY | 548.47000 134375.15| 340.00000 83300.00| 362.70000 88861.50 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 1920 60452 33480.000 LB | 0.84000 28123.20| 1.00000 33480.00| 0.70000 23436.00 REINF. STEEL BRIDGE APPR. SLAB | | | 1930 60490 6684.000 SY | 3.53000 23594.52| 2.20000 14704.80| 1.40000 9357.60 BRIDGE DECK GROOVING | | | 1940 61256 24.000 EA | 30101.98000 722447.52| 31000.00000 744000.00| 37208.60000 893006.40 PREST.CONC.BEAM,BULB-T 69" DEPTH | | | +110'-120' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -12 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1950 61258 36.000 EA | 35499.80000 1277992.80| 33000.00000 1188000.00| 38893.70000 1400173.20 PREST.CONC.BEAM,BULB-T 69" DEPTH | | | +130'-140' | | | 1960 61704 613980.000 LB | 1.22000 749055.60| 1.25000 767475.00| 1.18000 724496.40 CORROSION RESISTANT REINF. STEEL | | | 1970 62010 1280.000 LF | 65.81000 84236.80| 100.00000 128000.00| 58.30000 74624.00 CONCRETE PARAPET | | | 1980 62505 190.000 LF | 67.41000 12807.90| 75.00000 14250.00| 172.20000 32718.00 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 1990 64005 7497.000 TON | 22.47000 168457.59| 22.00000 164934.00| 29.20000 218912.40 SELECT MATL. TY. I MIN. CBR-30 | | | 2000 64011 3155.000 CY | 56.20000 177311.00| 100.00000 315500.00| 55.00000 173525.00 STRUCTURE EXCAVATION | | | 2010 64030 121.000 CY | 46.33000 5605.93| 50.00000 6050.00| 35.00000 4235.00 POROUS BACKFILL | | | 2020 64045 4817.000 SF | 20.67000 99567.39| 40.00000 192680.00| 40.00000 192680.00 TEMPORARY SHEET PILING | | | 2030 64102 6.000 EA | 3851.13000 23106.78| 4000.00000 24000.00| 1900.00000 11400.00 DYNAMIC PILE TEST (END BEARING PILES) | | | 2040 64775 95.000 EA | 107.02000 10166.90| 150.00000 14250.00| 179.00000 17005.00 PILE POINT FOR 14" STEEL PILE | | | 2050 65013 3679.000 CY | 353.08000 1298981.32| 400.00000 1471600.00| 363.75000 1338236.25 CONCRETE CLASS A3 | | | 2060 65200 570060.000 LB | 0.70000 399042.00| 0.65000 370539.00| 0.70000 399042.00 REINF. STEEL | | | 2070 65204 17000.000 LB | 1.18000 20060.00| 1.25000 21250.00| 1.30000 22100.00 CORROSION RESISTANT REINF. STEEL | | | 2080 66121 3.000 EA | 18065.83000 54197.49| 25000.00000 75000.00| 25000.00000 75000.00 NS COFFERDAM COFFERDAM (PIER) | | | 2090 66127 937.000 TON | 64.02000 59986.74| 35.00000 32795.00| 30.00000 28110.00 DRY RIPRAP CL.I 26" | | | 2100 66239 690.000 TON | 36.52000 25198.80| 40.00000 27600.00| 36.70000 25323.00 DRY RIPRAP CL.II 38" | | | 2110 66921 945.000 LF | 29.32000 27707.40| 30.00000 28350.00| 28.95000 27357.75 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE BITUMEN COATING | | | 2120 66921 2271.000 LF | 59.16000 134352.36| 60.00000 136260.00| 73.05000 165896.55 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STEEL PILES 14", GRADE 50 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -13 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2130 66922 4641.000 SF | 55.10000 255719.10| 65.00000 301665.00| 80.00000 371280.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE RETAINING STRUCTURE (MSE | | | WALL) | | | 2140 66926 146.000 SY | 299.65000 43748.90| 240.00000 35040.00| 402.20000 58721.20 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUS. 1'-8" | | | (EPS MATERIAL) | | | 2150 66927 LUMP| 211625.53000 211625.53| 243000.00000 243000.00| 560000.00000 560000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY CONSTRUCTION | | | ACCESS WAY | | | 2160 66927 LUMP| 75396.15000 75396.15| 100000.00000 100000.00| 140000.00000 140000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TEMPORARY WORK BRIDGE | | | 2170 67400 LUMP| 12391.27000 12391.27| 8000.00000 8000.00| 10000.00000 10000.00 DECK DRAINAGE SYSTEM | | | 2180 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D19 | | | PARCEL NO. 046 | | | 2190 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D700 | | | PARCEL NO. 022 | | | 2200 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D701 | | | PARCEL NO. 049 | | | 2210 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D702 | | | PARCEL NO. 049 | | | 2220 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D703 | | | PARCEL NO. 028 | | | 2230 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D704 | | | PARCEL NO. 006 | | | 2240 70000 LUMP| 200.00000 200.00| 1.00000 1.00| 100.00000 100.00 NS DEMO. OF BLDG. DEMO. OF BLDG. D706 | | | PARCEL NO. 030 | | | 2250 70005 LUMP| 500.00000 500.00| 1.00000 1.00| 2425.00000 2425.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM D22 PARCEL 043 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09 PAGE : C30 -14 TABULATION OF BIDS CALL ORDER : C30 CONTRACT ID : C00013511C01 COUNTIES : PITTSYLVANIA LETTING DATE : 07/08/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) K006 |( 2 ) E009 |( 3 ) S147 |KEY CONSTRUCTION COMPANY, I |W. C. ENGLISH, INCORPORATED |SMITH-ROWE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2260 70005 LUMP| 500.00000 500.00| 1.00000 1.00| 2425.00000 2425.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM D23 PARCEL 043 | | | 2270 70110 512.000 SF | 12.00000 6144.00| 10.00000 5120.00| 13.00000 6656.00 FRIABLE ACM | | | 2280 70113 161.000 LF | 12.00000 1932.00| 10.00000 1610.00| 8.00000 1288.00 CAT II NF ACM | | | 2290 70200 LUMP| 100.00000 100.00| 1.00000 1.00| 100.00000 100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 019 | | | 2300 70200 LUMP| 100.00000 100.00| 1.00000 1.00| 100.00000 100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 046 | | | 2310 70200 LUMP| 100.00000 100.00| 1.00000 1.00| 100.00000 100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. D901 PARCEL NO. 039 | | | 2320 70200 LUMP| 100.00000 100.00| 1.00000 1.00| 100.00000 100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. D902 PARCEL NO. 045 | | | 2330 70200 LUMP| 100.00000 100.00| 1.00000 1.00| 100.00000 100.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. D903 PARCEL NO. 029 | | | SECTION TOTALS | $ 18,295,603.02| $ 18,544,319.95| $ 18,794,945.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,295,603.02| $ 18,544,319.95| $ 18,794,945.26 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/31/09 PAGE : C66 -1 TABULATION OF BIDS CALL ORDER : C66 CONTRACT ID : CM809BCA92287 COUNTIES : STAUNTON LETTING DATE : 07/08/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 08/31/10 COMPLETION DATE PROJECT(S) : (NFO)BC8A-968-044, N501 FED # BH-BR08(224) CONTRACT DESCRIPTION: BRIDGE CLEANING AND WASHING VARIOUS STAUNTON DISTRICT-WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 288,215.00 100.0000% 2 D582 DEANGELO BROTHERS, INC. $ 327,047.00 113.4733% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 379,984.10 131.8405% 4 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 552,440.00 191.6764% 5 C174 CLECO CORPORATION $ 598,054.50 207.5029% ==================================================================================================================================== |( 1 ) M813 |( 2 ) D582 |( 3 ) W210 |MCCLAIN & CO., INC. |DEANGELO BROTHERS, INC. |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FEDERAL FUNDED PREVENTATIVE BR MAINT. | | | 0010 68910 41030.000 SY | 1.90000 77957.00| 1.85000 75905.50| 2.40000 98472.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BRIDGE CLEAN/WASHING- | | | MULTI-LANE HIGHWAY | | | 0020 68910 116810.000 SY | 1.80000 210258.00| 2.15000 251141.50| 2.41000 281512.10 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR BRIDGE CLEAN/WASHING- TWO | | | LANE HIGHWAY | | | SECTION TOTALS | $ 288,215.00| $ 327,047.00| $ 379,984.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 288,215.00| $ 327,047.00| $ 379,984.10 ====================================================================================================================================