E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 1A1 -1 TABULATION OF BIDS CALL ORDER : 1A1 CONTRACT ID : C00092696N501 COUNTIES : WYTHE LETTING DATE : 04/29/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/15/10 COMPLETION DATE PROJECT(S) : (NFO)PM1R-098-F09,N501 FED # ARRA-FS09(004) CONTRACT DESCRIPTION: MILLING, PAVING AND GUARDRAIL VARIOUS LOCATIONS ON INTERSATE 77 BRISTOL DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 5,128,945.42 100.0000% 2 A006 ADAMS CONSTRUCTION COMPANY $ 5,202,494.62 101.4340% ==================================================================================================================================== |( 1 ) W048 |( 2 ) A006 |( ) |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 95500.000 LF | 0.66000 63030.00| 0.83000 79265.00| RUMBLE STRIP, ASPHALT | | | 0020 10701 15490.000 SY | 0.76000 11772.40| 2.56000 39654.40| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 13310 100.000 LF | 106.00000 10600.00| 92.00000 9200.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13320 46438.000 LF | 16.00000 743008.00| 16.82000 781087.16| GUARDRAIL GR-2 | | | 0050 13345 18.000 EA | 2026.00000 36468.00| 2990.00000 53820.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13346 5.000 EA | 269.00000 1345.00| 287.50000 1437.50| REMOVE GR-7 TERMINAL | | | 0070 13392 9.000 EA | 2026.00000 18234.00| 2415.00000 21735.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0080 13393 6.000 EA | 750.00000 4500.00| 690.00000 4140.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0090 16242 4129.000 TON | 31.29000 129196.41| 45.90000 189521.10| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 1A1 -2 TABULATION OF BIDS CALL ORDER : 1A1 CONTRACT ID : C00092696N501 COUNTIES : WYTHE LETTING DATE : 04/29/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) A006 |( ) |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16350 5385.000 TON | 100.00000 538500.00| 101.55000 546846.75| ASPHALT CONCRETE TY. SM-12.5A | | | 0110 16360 14830.000 TON | 114.50000 1698035.00| 108.63000 1610982.90| ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0120 16365 200.000 TON | 181.79000 36358.00| 219.73000 43946.00| ASPHALT CONCRETE TY. IM-19.0A | | | 0130 16388 943547.000 SY | 0.98000 924676.06| 0.98000 924676.06| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0140 16390 3417.000 TON | 80.00000 273360.00| 90.91000 310639.47| ASPHALT CONCRETE TY. BM-25.0A | | | 0150 24504 6.000 EA | 300.00000 1800.00| 287.50000 1725.00| NS REMOVE EXISTING REMOVE EXISTING GR-9 | | | 0160 24601 46488.000 LF | 1.70000 79029.60| 1.83000 85073.04| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0170 54042 175.000 LF | 12.00000 2100.00| 11.21000 1961.75| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0180 54076 115971.000 LF | 3.95000 458085.45| 3.51000 407058.21| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0190 54078 4849.000 LF | 7.50000 36367.50| 7.02000 34039.98| TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0200 54217 1562.000 EA | 40.00000 62480.00| 35.65000 55685.30| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 5,128,945.42| $ 5,202,494.62| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,128,945.42| $ 5,202,494.62| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 1A7 -1 TABULATION OF BIDS CALL ORDER : 1A7 CONTRACT ID : C00092698 COUNTIES : WASHINGTON LETTING DATE : 04/29/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : PM01-095-F09 FED # ARRA-FS09(005) CONTRACT DESCRIPTION: MILLING, PAVING & GUARDRAIL UPGRADE FROM: M.P. 19.63 TO: M.P. 25.36 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 2,381,680.26 100.0000% ==================================================================================================================================== |( 1 ) W048 |( 2 ) A006 |( ) |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10700 56496.000 LF | 0.76000 42936.96| | RUMBLE STRIP, ASPHALT | | | 0020 10701 7847.000 SY | 0.76000 5963.72| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 13310 13.000 LF | 107.00000 1391.00| | GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13320 11574.000 LF | 15.00000 173610.00| | GUARDRAIL GR-2 | | | 0050 13345 1.000 EA | 2030.00000 2030.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13383 1.000 EA | 2030.00000 2030.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0070 16242 3714.000 TON | 26.04000 96712.56| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0080 16350 3808.000 TON | 102.15000 388987.20| | ASPHALT CONCRETE TY. SM-12.5A | | | 0090 16360 8736.000 TON | 115.75000 1011192.00| | ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 1A7 -2 TABULATION OF BIDS CALL ORDER : 1A7 CONTRACT ID : C00092698 COUNTIES : WASHINGTON LETTING DATE : 04/29/09 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) W048 |( 2 ) A006 |( ) |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 16388 469374.000 SY | 0.98000 459986.52| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0110 24601 11575.000 LF | 1.80000 20835.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0120 54076 43971.000 LF | 3.30000 145104.30| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0130 54077 2000.000 LF | 4.40000 8800.00| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0140 54078 585.000 LF | 6.60000 3861.00| | TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0150 54217 480.000 EA | 35.50000 17040.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0160 54300 6.000 EA | 200.00000 1200.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 2,381,680.26| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,381,680.26| $ 5,202,494.62| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 3A1 -1 TABULATION OF BIDS CALL ORDER : 3A1 CONTRACT ID : C00092551N01 COUNTIES : PRINCE EDWARD LETTING DATE : 04/29/09 10:00 AM DISTRICT : 03 CONTRACT TIME : 04/29/10 COMPLETION DATE PROJECT(S) : (NFO)0460-073-573, N501 FED # ARRA-FS09(006) CONTRACT DESCRIPTION: 460 EASTBOUND LANE REHABILITATION FR: 1.35 MILES EAST OF ROUTE 735 TO: NOTTOWAY COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 2,580,718.32 100.0000% 2 C750 COLONY CONSTRUCTION, INC. $ 2,637,133.64 102.1860% 3 S021 B. P. SHORT & SON PAVING CO., INC. $ 2,688,212.90 104.1653% 4 W048 W-L CONSTRUCTION & PAVING, INC. $ 3,017,070.79 116.9082% ==================================================================================================================================== |( 1 ) B850 |( 2 ) C750 |( 3 ) S021 |BRANSCOME, INC. |COLONY CONSTRUCTION, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 158000.00000 158000.00| 175000.00000 175000.00| 310900.00000 310900.00 MOBILIZATION | | | 0020 01150 560.000 LF | 47.00000 26320.00| 25.00000 14000.00| 32.00000 17920.00 15" PIPE | | | 0030 01180 88.000 LF | 50.00000 4400.00| 30.00000 2640.00| 48.00000 4224.00 18" PIPE | | | 0040 01182 12.000 LF | 300.00000 3600.00| 50.00000 600.00| 100.00000 1200.00 18" CONC. PIPE | | | 0050 06180 2.000 EA | 500.00000 1000.00| 500.00000 1000.00| 450.00000 900.00 18" END SECTION ES-1 OR 2 | | | 0060 13315 7.000 EA | 550.00000 3850.00| 550.00000 3850.00| 575.00000 4025.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 5175.000 LF | 16.00000 82800.00| 14.00000 72450.00| 14.60000 75555.00 GUARDRAIL GR-2 | | | 0080 13345 7.000 EA | 1950.00000 13650.00| 1950.00000 13650.00| 2035.00000 14245.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 3A1 -2 TABULATION OF BIDS CALL ORDER : 3A1 CONTRACT ID : C00092551N01 COUNTIES : PRINCE EDWARD LETTING DATE : 04/29/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) C750 |( 3 ) S021 |BRANSCOME, INC. |COLONY CONSTRUCTION, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 14260 1000.000 TON | 25.00000 25000.00| 25.00000 25000.00| 20.10000 20100.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0100 16242 8493.000 TON | 23.00000 195339.00| 24.00000 203832.00| 17.80000 151175.40 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0110 16355 7989.000 TON | 62.00000 495318.00| 56.70000 452976.30| 54.00000 431406.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0120 16370 4907.000 TON | 55.00000 269885.00| 55.70000 273319.90| 48.65000 238725.55 ASPHALT CONCRETE TY. IM-19.0D | | | 0130 16388 728252.000 SY | 0.16000 116520.32| 0.22000 160215.44| 0.25000 182063.00 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0140 16390 12601.000 TON | 52.00000 655252.00| 52.00000 655252.00| 48.65000 613038.65 ASPHALT CONCRETE TY. BM-25.0A | | | 0150 16395 9501.000 TON | 50.00000 475050.00| 55.00000 522555.00| 60.40000 573860.40 ASPH. CONC. TY. BM-25.0A (T) | | | 0160 24601 4600.000 LF | 2.50000 11500.00| 1.50000 6900.00| 1.56000 7176.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0170 24810 2.000 EA | 365.00000 730.00| 365.00000 730.00| 385.00000 770.00 NS RESET EXIST. RESET EXIST. GR-11 | | | 0180 24810 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1045.00000 2090.00 NS RESET EXIST. RESET EXIST. GR-9 | | | 0190 27102 586.000 LB | 22.00000 12892.00| 5.00000 2930.00| 12.25000 7178.50 REGULAR SEED | | | 0200 27103 366.000 LB | 4.00000 1464.00| 8.00000 2928.00| 3.15000 1152.90 OVERSEEDING | | | 0210 27104 32.000 LB | 20.00000 640.00| 25.00000 800.00| 21.00000 672.00 LEGUME SEED | | | 0220 27105 20.000 LB | 20.00000 400.00| 30.00000 600.00| 21.00000 420.00 LEGUME OVERSEEDING | | | 0230 27215 2.000 TON | 1500.00000 3000.00| 2050.00000 4100.00| 1355.00000 2710.00 FERTILIZER(15-30-15) | | | 0240 27250 11.000 TON | 250.00000 2750.00| 325.00000 3575.00| 160.00000 1760.00 LIME | | | 0250 27415 20.000 EA | 200.00000 4000.00| 200.00000 4000.00| 200.00000 4000.00 CHECK DAM(ROCK) TY. II | | | 0260 27430 1258.000 CY | 1.00000 1258.00| 10.00000 12580.00| 1.00000 1258.00 SILTATION CONTROL EXCAVATION | | | 0270 27505 1725.000 LF | 2.00000 3450.00| 2.00000 3450.00| 3.50000 6037.50 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 3A1 -3 TABULATION OF BIDS CALL ORDER : 3A1 CONTRACT ID : C00092551N01 COUNTIES : PRINCE EDWARD LETTING DATE : 04/29/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) C750 |( 3 ) S021 |BRANSCOME, INC. |COLONY CONSTRUCTION, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27506 6600.000 LF | 1.50000 9900.00| 2.00000 13200.00| 2.00000 13200.00 TEMP. FILTER BARRIER | | | 0290 54031 3.000 MI | 250.00000 750.00| 1000.00000 3000.00| 150.00000 450.00 PAVEMENT DOTTING | | | SECTION TOTALS | $ 2,580,718.32| $ 2,637,133.64| $ 2,688,212.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,580,718.32| $ 2,637,133.64| $ 2,688,212.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 4A4 -1 TABULATION OF BIDS CALL ORDER : 4A4 CONTRACT ID : C00092715N01 COUNTIES : DINWIDDIE AMELIA LETTING DATE : 04/29/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 09/22/09 COMPLETION DATE PROJECT(S) : (NFO)PM4C-964-046,N501 FED # ARRA-FS09(007) CONTRACT DESCRIPTION: RESURFACING AND GUARDRAIL ITEMS VARIOUS LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 1,770,532.15 100.0000% 2 C750 COLONY CONSTRUCTION, INC. $ 1,797,874.60 101.5443% 3 S021 B. P. SHORT & SON PAVING CO., INC. $ 1,805,767.81 101.9901% ==================================================================================================================================== |( 1 ) B850 |( 2 ) C750 |( 3 ) S021 |BRANSCOME, INC. |COLONY CONSTRUCTION, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13310 38.000 LF | 60.00000 2280.00| 60.00000 2280.00| 62.50000 2375.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13312 1.000 EA | 2100.00000 2100.00| 2100.00000 2100.00| 1875.00000 1875.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 24.000 EA | 600.00000 14400.00| 600.00000 14400.00| 730.00000 17520.00 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 2138.000 LF | 14.50000 31001.00| 14.50000 31001.00| 14.85000 31749.30 GUARDRAIL GR-2 | | | 0050 13331 25.000 LF | 20.00000 500.00| 20.00000 500.00| 21.00000 525.00 RAD. GUARDRAIL GR-2 | | | 0060 13345 20.000 EA | 2300.00000 46000.00| 2300.00000 46000.00| 1850.00000 37000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13349 7.000 EA | 500.00000 3500.00| 500.00000 3500.00| 550.00000 3850.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0080 13392 2.000 EA | 1850.00000 3700.00| 1850.00000 3700.00| 1875.00000 3750.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0090 13400 2488.000 LF | 3.00000 7464.00| 3.00000 7464.00| 4.20000 10449.60 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 4A4 -2 TABULATION OF BIDS CALL ORDER : 4A4 CONTRACT ID : C00092715N01 COUNTIES : DINWIDDIE AMELIA LETTING DATE : 04/29/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) C750 |( 3 ) S021 |BRANSCOME, INC. |COLONY CONSTRUCTION, INC. |B. P. SHORT & SON PAVING CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13401 31.000 EA | 10.00000 310.00| 10.00000 310.00| 10.45000 323.95 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/ COMPOSITE) | | | 0110 13401 4.000 EA | 1200.00000 4800.00| 1200.00000 4800.00| 470.00000 1880.00 NS GUARDRAIL GUARDRAIL RELOCATE | | | EXISTING GR-9 | | | 0120 13401 19.000 EA | 150.00000 2850.00| 150.00000 2850.00| 94.00000 1786.00 NS GUARDRAIL GUARDRAIL REMOVE EXISTING | | | TERMINAL | | | 0130 16242 245.000 TON | 40.00000 9800.00| 35.00000 8575.00| 33.52000 8212.40 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0140 16350 18408.000 TON | 55.35000 1018882.80| 54.07000 995320.56| 52.75000 971022.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0150 16355 5732.000 TON | 52.00000 298064.00| 54.07000 309929.24| 52.90000 303222.80 ASPHALT CONCRETE TY. SM-12.5D | | | 0160 16374 1306.000 TON | 60.00000 78360.00| 56.00000 73136.00| 61.70000 80580.20 ASPH. CONC. TY. IM-19.0D (T) | | | 0170 16388 761729.000 SY | 0.15000 114259.35| 0.20000 152345.80| 0.27000 205666.83 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0180 24260 260.000 TON | 25.00000 6500.00| 35.00000 9100.00| 41.70000 10842.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0190 24601 10538.000 LF | 1.50000 15807.00| 1.50000 15807.00| 0.95000 10011.10 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL *** | | | 0200 24617 10538.000 LF | 7.00000 73766.00| 7.00000 73766.00| 6.51000 68602.38 NS REUSE GUARDRAIL REUSE GUARDRAIL *** | | | 0210 54020 113400.000 LF | 0.12000 13608.00| 0.19000 21546.00| 0.12000 13608.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0220 54032 18600.000 LF | 0.30000 5580.00| 0.39000 7254.00| 0.40000 7440.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0230 54042 15.000 LF | 50.00000 750.00| 24.00000 360.00| 5.75000 86.25 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0240 54217 650.000 EA | 25.00000 16250.00| 18.20000 11830.00| 20.60000 13390.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 1,770,532.15| $ 1,797,874.60| $ 1,805,767.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,770,532.15| $ 1,797,874.60| $ 1,805,767.81 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/23/09 PAGE : 5A4 -1 TABULATION OF BIDS CALL ORDER : 5A4 CONTRACT ID : C00092556N01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/03/10 COMPLETION DATE PROJECT(S) : (NFO)0464-131-206, N501 FED # ARRA-FS09(008) CONTRACT DESCRIPTION: REHABILITATION AND RESURFACING OF I-464 FROM: 0.82 MI SOUTH OF BRIDGE OVER MILITARY HWY TO: BRIDGE OVER RAMP TO I-264 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME, INC. $ 4,377,574.19 100.0000% ==================================================================================================================================== |( 1 ) B850 |( ) |( ) |BRANSCOME, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10497 26630.000 LB | 3.14000 83618.20| | NS PAVEMENT PAVEMENT CRACK SEALING | | | 0020 13312 6.000 EA | 3310.61000 19863.66| | GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13315 30.000 EA | 964.40000 28932.00| | GUARDRAIL TERMINAL GR-11 | | | 0040 13320 2743.000 LF | 24.47000 67121.21| | GUARDRAIL GR-2 | | | 0050 13323 454.000 LF | 31.67000 14378.18| | GUARDRAIL GR-2A | | | 0060 13331 25.000 LF | 28.79000 719.75| | RAD. GUARDRAIL GR-2 | | | 0070 13345 25.000 EA | 3454.56000 86364.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13349 15.000 EA | 719.70000 10795.50| | GUARDRAIL TERMINAL SITE PREPARATION | | | 0090 13355 200.000 LF | 31.67000 6334.00| | GUARDRAIL GR-10 | | | 0100 13383 1.000 EA | 2686.64000 2686.64| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/23/09 PAGE : 5A4 -2 TABULATION OF BIDS CALL ORDER : 5A4 CONTRACT ID : C00092556N01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( ) |( ) |BRANSCOME, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 13384 1.000 EA | 935.61000 935.61| | FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0120 13385 45.000 EA | 1734.47000 78051.15| | FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0130 13386 41.000 EA | 611.74000 25081.34| | FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0140 13392 6.000 EA | 2878.79000 17272.74| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0150 13393 8.000 EA | 863.64000 6909.12| | FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0160 13400 200.000 LF | 27.35000 5470.00| | NS GUARDRAIL GUARDRAIL GR-2, 8' POST | | | 0170 13400 125.000 LF | 28.79000 3598.75| | NS GUARDRAIL GUARDRAIL REUSE GR-2, 8' | | | POST | | | 0180 13400 2485.000 LF | 8.64000 21470.40| | NS GUARDRAIL GUARDRAIL REUSE "W" BEAM, | | | DOUBLE NEST | | | 0190 13401 27.000 EA | 1871.21000 50522.67| | NS GUARDRAIL GUARDRAIL REUSE TERMINAL, | | | GR-7 OR 9 | | | 0200 15309 2000.000 SY | 86.34000 172680.00| | NS PAVEMENT PAVEMENT ASPHALT PATCH 2" | | | SM 12.5D | | | 0210 16242 580.000 TON | 93.92000 54473.60| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0220 16389 14094.000 SY | 16.10000 226913.40| | FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0230 16490 11190.000 TON | 153.74000 1720350.60| | HOT MIX ASPHALT TREATMENT | | | 0240 24504 56.000 EA | 323.86000 18136.16| | NS REMOVE EXISTING REMOVE EXISTING | | | GUARDRAIL TERMINALS | | | 0250 24601 45804.000 LF | 4.32000 197873.28| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL *** | | | 0260 24611 485.000 LF | 8.64000 4190.40| | NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL *** | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/23/09 PAGE : 5A4 -3 TABULATION OF BIDS CALL ORDER : 5A4 CONTRACT ID : C00092556N01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( ) |( ) |BRANSCOME, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24617 42907.000 LF | 12.24000 525181.68| | NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0280 24640 5015.000 LF | 21.18000 106217.70| | NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0290 54076 144000.000 LF | 3.95000 568800.00| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0300 54077 13320.000 LF | 5.26000 70063.20| | TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0310 54105 168640.000 LF | 0.50000 84320.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0320 54210 1350.000 EA | 28.79000 38866.50| | REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0330 54216 375.000 EA | 28.79000 10796.25| | REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0340 54217 1350.000 EA | 35.99000 48586.50| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | SECTION TOTALS | $ 4,377,574.19| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,377,574.19| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 6A3 -1 TABULATION OF BIDS CALL ORDER : 6A3 CONTRACT ID : CM600092440 COUNTIES : STAFFORD LETTING DATE : 04/29/09 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/31/10 COMPLETION DATE PROJECT(S) : PM6N-089, F09, P401 FED # ARRA-FS09(009) CONTRACT DESCRIPTION: FEDERAL STIMULUS RESURFACING PROJECT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 7,263,514.41 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 7,407,669.70 101.9846% 3 B850 BRANSCOME, INC. $ 7,434,786.98 102.3580% ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B850 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |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 10700 129615.000 LF | 0.53000 68695.95| 0.15000 19442.25| 0.30000 38884.50 RUMBLE STRIP, ASPHALT | | | 0020 10701 28373.000 SY | 1.28000 36317.44| 1.50000 42559.50| 1.00000 28373.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 16242 5924.000 TON | 32.00000 189568.00| 30.00000 177720.00| 35.00000 207340.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0040 16350 20435.000 TON | 68.00000 1389580.00| 70.00000 1430450.00| 68.75000 1404906.25 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 16388 2178056.000 SY | 0.70000 1524639.20| 0.60000 1306833.60| 0.33000 718758.48 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0060 16403 39384.000 TON | 84.00000 3308256.00| 92.50000 3643020.00| 107.00000 4214088.00 STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0070 24160 64.000 SF | 20.00000 1280.00| 22.00000 1408.00| 50.00000 3200.00 CONSTRUCTION SIGNS | | | 0080 24279 550.000 HR | 15.00000 8250.00| 6.00000 3300.00| 14.00000 7700.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0090 51615 1106.000 LF | 0.52000 575.12| 1.10000 1216.60| 8.00000 8848.00 14/1 ENCLOSED COND. CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 6A3 -2 TABULATION OF BIDS CALL ORDER : 6A3 CONTRACT ID : CM600092440 COUNTIES : STAFFORD LETTING DATE : 04/29/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B850 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 51912 240.000 LF | 10.30000 2472.00| 11.00000 2640.00| 25.00000 6000.00 SAW CUT 3/8" | | | 0110 51913 106.000 LF | 10.30000 1091.80| 16.00000 1696.00| 25.00000 2650.00 SAWCUT 5/8" | | | 0120 54034 9740.000 LF | 0.77000 7499.80| 0.75000 7305.00| 1.00000 9740.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54040 500.000 LF | 2.58000 1290.00| 2.50000 1250.00| 5.00000 2500.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0140 54042 2300.000 LF | 4.64000 10672.00| 4.50000 10350.00| 7.00000 16100.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0150 54076 198815.000 LF | 3.06000 608373.90| 3.25000 646148.75| 3.25000 646148.75 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0160 54078 5900.000 LF | 6.12000 36108.00| 6.00000 35400.00| 8.75000 51625.00 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0170 54217 2375.000 EA | 26.78000 63602.50| 30.00000 71250.00| 26.40000 62700.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0180 54300 30.000 EA | 154.50000 4635.00| 150.00000 4500.00| 125.00000 3750.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0190 56022 59.000 LF | 10.30000 607.70| 20.00000 1180.00| 25.00000 1475.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 7,263,514.41| $ 7,407,669.70| $ 7,434,786.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,263,514.41| $ 7,407,669.70| $ 7,434,786.98 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 6A7 -1 TABULATION OF BIDS CALL ORDER : 6A7 CONTRACT ID : CM600092438 COUNTIES : RICHMOND LETTING DATE : 04/29/09 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/21/09 COMPLETION DATE PROJECT(S) : PM6L-079, F09, P401 FED # ARRA-FS09(010) CONTRACT DESCRIPTION: FEDERAL STIMULUS RESURFACING PROJECT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L015 LEE HY PAVING CORPORATION $ 2,194,881.64 100.0000% ==================================================================================================================================== |( 1 ) L015 |( ) |( ) |LEE HY PAVING CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 1343.000 TON | 38.85000 52175.55| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16350 27402.000 TON | 71.88000 1969655.76| | ASPHALT CONCRETE TY. SM-12.5A | | | 0030 16389 9504.000 SY | 2.52000 23950.08| | FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0040 54032 246885.000 LF | 0.45000 111098.25| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54042 260.000 LF | 6.50000 1690.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54217 1498.000 EA | 24.00000 35952.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0070 54300 4.000 EA | 90.00000 360.00| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 2,194,881.64| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,194,881.64| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 7A1 -1 TABULATION OF BIDS CALL ORDER : 7A1 CONTRACT ID : CM709PMS92375 COUNTIES : CULPEPER LETTING DATE : 04/29/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO)PM7S-030-F09, P401 FED # ARRA-FS09(011) CONTRACT DESCRIPTION: WARRENTON RESIDENCY SUPPLEMENTAL(2) 09 PLANT MIX VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 2,828,631.81 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 2,982,487.94 105.4392% ==================================================================================================================================== |( 1 ) S066 |( 2 ) C224 |( ) |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 6456.000 TON | 18.00000 116208.00| 17.50000 112980.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 1500.000 TON | 68.00000 102000.00| 62.00000 93000.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 7458.000 TON | 63.00000 469854.00| 63.00000 469854.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16355 277.000 TON | 80.00000 22160.00| 65.00000 18005.00| ASPHALT CONCRETE TY. SM-12.5D | | | 0050 16370 6055.000 TON | 52.00000 314860.00| 55.00000 333025.00| ASPHALT CONCRETE TY. IM-19.0D | | | 0060 16388 350569.000 SY | 0.30000 105170.70| 0.50000 175284.50| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0070 16389 8623.000 SY | 3.00000 25869.00| 1.50000 12934.50| FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0080 16395 371.000 TON | 75.00000 27825.00| 65.00000 24115.00| ASPH. CONC. TY. BM-25.0A (T) | | | 0090 16400 22064.000 TON | 68.00000 1500352.00| 73.00000 1610672.00| STONE MATRIX ASPHALT SMA-9.5(70-22) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 7A1 -2 TABULATION OF BIDS CALL ORDER : 7A1 CONTRACT ID : CM709PMS92375 COUNTIES : CULPEPER LETTING DATE : 04/29/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) C224 |( ) |SUPERIOR PAVING CORPORATION |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54020 61728.000 LF | 0.12000 7407.36| 0.18000 11111.04| TYPE A PAVEMENT LINE MARKING 4" | | | 0110 54028 3000.000 LF | 1.50000 4500.00| 1.65000 4950.00| TYPE A PAVEMENT LINE MARKING 24" | | | 0120 54042 115.000 LF | 5.00000 575.00| 4.90000 563.50| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0130 54049 177425.000 LF | 0.35000 62098.75| 0.32000 56776.00| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0140 54051 4200.000 LF | 0.70000 2940.00| 0.60000 2520.00| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0150 54106 3722.000 SF | 2.00000 7444.00| 2.40000 8932.80| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0160 54217 2344.000 EA | 22.00000 51568.00| 18.65000 43715.60| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0170 54300 28.000 EA | 100.00000 2800.00| 58.00000 1624.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0180 54401 5.000 EA | 1000.00000 5000.00| 485.00000 2425.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 2,828,631.81| $ 2,982,487.94| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,828,631.81| $ 2,982,487.94| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 7A3 -1 TABULATION OF BIDS CALL ORDER : 7A3 CONTRACT ID : CM709PMQ92371 COUNTIES : CULPEPER LETTING DATE : 04/29/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO)PM7Q-023-F09, P401 FED # ARRA-FS09(012) CONTRACT DESCRIPTION: CULPEPER RESIDENCY SUPPLEMENTAL(1) 09 PLANT MIX VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C224 CHEMUNG CONTRACTING CORPORATION $ 2,075,852.30 100.0000% 2 S066 SUPERIOR PAVING CORPORATION $ 2,249,191.26 108.3503% ==================================================================================================================================== |( 1 ) C224 |( 2 ) S066 |( ) |CHEMUNG CONTRACTING CORPORA |SUPERIOR PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 6170.000 TON | 18.00000 111060.00| 20.00000 123400.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 12112.000 TON | 52.00000 629824.00| 56.00000 678272.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 21691.000 TON | 50.50000 1095395.50| 56.00000 1214696.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16388 200781.000 SY | 0.40000 80312.40| 0.30000 60234.30| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0050 16389 2816.000 SY | 2.50000 7040.00| 5.00000 14080.00| FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0060 16395 169.000 TON | 62.00000 10478.00| 110.00000 18590.00| ASPH. CONC. TY. BM-25.0A (T) | | | 0070 54020 186412.000 LF | 0.16000 29825.92| 0.09000 16777.08| TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54028 725.000 LF | 2.30000 1667.50| 1.00000 725.00| TYPE A PAVEMENT LINE MARKING 24" | | | 0090 54034 42.000 LF | 2.50000 105.00| 1.00000 42.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 7A3 -2 TABULATION OF BIDS CALL ORDER : 7A3 CONTRACT ID : CM709PMQ92371 COUNTIES : CULPEPER LETTING DATE : 04/29/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) C224 |( 2 ) S066 |( ) |CHEMUNG CONTRACTING CORPORA |SUPERIOR PAVING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54042 227.000 LF | 3.95000 896.65| 7.00000 1589.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54049 128402.000 LF | 0.33000 42372.66| 0.34000 43656.68| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0120 54051 1596.000 LF | 0.72000 1149.12| 0.70000 1117.20| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0130 54101 1.000 EA | 780.00000 780.00| 1000.00000 1000.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | MESSAGE "STOP AHEAD" | | | 0140 54106 784.000 SF | 1.85000 1450.40| 3.00000 2352.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0150 54217 3471.000 EA | 17.65000 61263.15| 20.00000 69420.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0160 54300 36.000 EA | 62.00000 2232.00| 90.00000 3240.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 2,075,852.30| $ 2,249,191.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,075,852.30| $ 2,249,191.26| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/11/09 PAGE : 7A5 -1 TABULATION OF BIDS CALL ORDER : 7A5 CONTRACT ID : CM709PMP92368 COUNTIES : CULPEPER LETTING DATE : 04/29/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO)PM7P-002-F09, P401 FED # ARRA-FS09(013) CONTRACT DESCRIPTION: CHARLOTTESVILLE RESIDENCY SUPPLEMENTAL 09 PLANT MIX VARIOUS ROUTES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W029 S. L. WILLIAMSON COMPANY, INCORPORATED $ 2,657,133.24 100.0000% 2 C224 CHEMUNG CONTRACTING CORPORATION $ 3,310,000.60 124.5704% ==================================================================================================================================== |( 1 ) W029 |( 2 ) C224 |( ) |S. L. WILLIAMSON COMPANY, I |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 5713.000 TON | 23.62000 134941.06| 29.00000 165677.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16335 9708.000 TON | 57.85000 561607.80| 68.00000 660144.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0030 16340 24392.000 TON | 57.85000 1411077.20| 81.00000 1975752.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0040 16388 220950.000 SY | 1.01000 223159.50| 1.00000 220950.00| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0050 16389 16057.000 SY | 3.12000 50097.84| 2.00000 32114.00| FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0060 16395 965.000 TON | 68.15000 65764.75| 82.00000 79130.00| ASPH. CONC. TY. BM-25.0A (T) | | | 0070 54020 183309.000 LF | 0.21000 38494.89| 0.20000 36661.80| TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54028 1140.000 LF | 3.15000 3591.00| 1.50000 1710.00| TYPE A PAVEMENT LINE MARKING 24" | | | 0090 54034 48.000 LF | 2.50000 120.00| 2.00000 96.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/11/09 PAGE : 7A5 -2 TABULATION OF BIDS CALL ORDER : 7A5 CONTRACT ID : CM709PMP92368 COUNTIES : CULPEPER LETTING DATE : 04/29/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) W029 |( 2 ) C224 |( ) |S. L. WILLIAMSON COMPANY, I |CHEMUNG CONTRACTING CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54042 113.000 LF | 7.70000 870.10| 6.00000 678.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0110 54049 129686.000 LF | 0.45000 58358.70| 0.40000 51874.40| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0120 54050 154.000 LF | 1.25000 192.50| 0.60000 92.40| TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0130 54051 600.000 LF | 1.65000 990.00| 0.75000 450.00| TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0140 54101 1.000 EA | 1250.00000 1250.00| 1000.00000 1000.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | MESSAGE "STOP AHEAD" | | | 0150 54105 100.000 LF | 4.75000 475.00| 1.10000 110.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0160 54106 459.000 SF | 4.15000 1904.85| 7.00000 3213.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0170 54217 3459.000 EA | 28.95000 100138.05| 22.00000 76098.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0180 54300 35.000 EA | 100.00000 3500.00| 110.00000 3850.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0190 54310 2.000 EA | 300.00000 600.00| 200.00000 400.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | SECTION TOTALS | $ 2,657,133.24| $ 3,310,000.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,657,133.24| $ 3,310,000.60| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 8A7 -1 TABULATION OF BIDS CALL ORDER : 8A7 CONTRACT ID : CM809PME92692 COUNTIES : WARREN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 08 CONTRACT TIME : 06/30/10 COMPLETION DATE PROJECT(S) : (NFO)0066-093-722, N501 FED # ARRA-FS09(014) CONTRACT DESCRIPTION: ASPHALT OVERLAY, RUMBLE STRIPS & SAFETY UPGRADES FROM: MM 10.7 TO: MM 6.6 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 1,093,830.30 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,244,643.15 113.7876% 3 P014 STUART M. PERRY, INCORPORATED $ 1,542,490.00 141.0173% ==================================================================================================================================== |( 1 ) S066 |( 2 ) W048 |( 3 ) P014 |SUPERIOR PAVING CORPORATION |W-L CONSTRUCTION & PAVING, |STUART M. PERRY, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10607 192.000 TON | 170.00000 32640.00| 205.00000 39360.00| 190.00000 36480.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0020 10700 37175.000 LF | 0.45000 16728.75| 0.20000 7435.00| 0.50000 18587.50 RUMBLE STRIP, ASPHALT | | | 0030 10701 5370.000 SY | 1.65000 8860.50| 1.62000 8699.40| 2.00000 10740.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 13310 100.000 LF | 77.25000 7725.00| 76.00000 7600.00| 95.00000 9500.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13312 1.000 EA | 2160.00000 2160.00| 2125.00000 2125.00| 3100.00000 3100.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13315 8.000 EA | 670.00000 5360.00| 660.00000 5280.00| 1200.00000 9600.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 7725.000 LF | 15.45000 119351.25| 15.10000 116647.50| 18.50000 142912.50 GUARDRAIL GR-2 | | | 0080 13345 3.000 EA | 2680.00000 8040.00| 2625.00000 7875.00| 3600.00000 10800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0090 13349 2.000 EA | 1000.00000 2000.00| 1020.00000 2040.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 8A7 -2 TABULATION OF BIDS CALL ORDER : 8A7 CONTRACT ID : CM809PME92692 COUNTIES : WARREN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) W048 |( 3 ) P014 |SUPERIOR PAVING CORPORATION |W-L CONSTRUCTION & PAVING, |STUART M. PERRY, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13392 6.000 EA | 2050.00000 12300.00| 2020.00000 12120.00| 2500.00000 15000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0110 13393 3.000 EA | 1000.00000 3000.00| 1025.00000 3075.00| 2000.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0120 13400 3300.000 LF | 8.45000 27885.00| 8.25000 27225.00| 10.00000 33000.00 NS GUARDRAIL GUARDRAIL REUSE GUARDRAIL | | | GR-2 | | | 0130 16389 9504.000 SY | 3.00000 28512.00| 0.60000 5702.40| 3.50000 33264.00 FLEXIBLE PAVEMENT EDGE PLANING | | | (MAINTENANCE) | | | 0140 16402 7342.000 TON | 88.00000 646096.00| 112.90000 828911.80| 125.00000 917750.00 STONE MATRIX ASPHALT SMA-12.5(70-22) | | | 0150 24601 9400.000 LF | 2.05000 19270.00| 2.05000 19270.00| 5.00000 47000.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0160 54040 111.000 LF | 2.60000 288.60| 2.55000 283.05| 5.00000 555.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0170 54042 48.000 LF | 5.15000 247.20| 5.05000 242.40| 7.50000 360.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0180 54076 47078.000 LF | 2.75000 129464.50| 2.70000 127110.60| 4.50000 211851.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0190 54077 500.000 LF | 5.60000 2800.00| 5.50000 2750.00| 6.00000 3000.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0200 54100 1630.000 LF | 5.85000 9535.50| 5.75000 9372.50| 6.00000 9780.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B, CL. VI CONTRAST TAPE 6" | | | 0210 54105 2290.000 LF | 1.00000 2290.00| 1.05000 2404.50| 4.00000 9160.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0220 54217 320.000 EA | 26.80000 8576.00| 26.25000 8400.00| 29.00000 9280.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0230 54300 7.000 EA | 100.00000 700.00| 102.00000 714.00| 110.00000 770.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 1,093,830.30| $ 1,244,643.15| $ 1,542,490.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,093,830.30| $ 1,244,643.15| $ 1,542,490.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 920 -1 TABULATION OF BIDS CALL ORDER : 920 CONTRACT ID : C00092017N01 COUNTIES : LOUDOUN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO) 9999-053-951, N501 FED # STP-PM09 (241) CONTRACT DESCRIPTION: LOUDOUN PLANT MIX VARIOUS LOCATIONS IN LOUDOUN COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 3,654,071.91 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,674,373.28 100.5556% 3 C224 CHEMUNG CONTRACTING CORPORATION $ 4,027,110.51 110.2088% 4 D499 FRANCIS O. DAY CO., INC. $ 4,130,157.25 113.0289% ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) C224 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00122 9955.000 LF | 2.06000 20507.30| 6.00000 59730.00| 2.25000 22398.75 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 13310 125.000 LF | 72.10000 9012.50| 75.00000 9375.00| 80.00000 10000.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13312 3.000 EA | 1854.00000 5562.00| 1900.00000 5700.00| 2000.00000 6000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0040 13315 6.000 EA | 566.50000 3399.00| 600.00000 3600.00| 615.00000 3690.00 GUARDRAIL TERMINAL GR-11 | | | 0050 13320 5353.000 LF | 13.91000 74460.23| 15.00000 80295.00| 15.00000 80295.00 GUARDRAIL GR-2 | | | 0060 13345 12.000 EA | 1905.50000 22866.00| 2000.00000 24000.00| 2050.00000 24600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13346 11.000 EA | 154.50000 1699.50| 160.00000 1760.00| 165.00000 1815.00 REMOVE GR-7 TERMINAL | | | 0080 13349 12.000 EA | 309.00000 3708.00| 400.00000 4800.00| 335.00000 4020.00 GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 920 -2 TABULATION OF BIDS CALL ORDER : 920 CONTRACT ID : C00092017N01 COUNTIES : LOUDOUN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) C224 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13392 1.000 EA | 1648.00000 1648.00| 1700.00000 1700.00| 1775.00000 1775.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0100 13401 1026.000 EA | 12.36000 12681.36| 13.00000 13338.00| 13.00000 13338.00 NS GUARDRAIL GUARDRAIL UPGRADE OFFSET | | | BLOCK (WOOD/COMPOSITE) | | | 0110 13601 1.000 EA | 10300.00000 10300.00| 13000.00000 13000.00| 11000.00000 11000.00 BULL NOSE BARRIER | | | 0120 13607 1.000 EA | 22660.00000 22660.00| 25000.00000 25000.00| 27500.00000 27500.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0125 16241 1311.000 TON | 40.00000 52440.00| 50.00000 65550.00| 45.00000 58995.00 NS AGGR. MATL AGGR. MATL MODIFIED | | | AGGREGATE SHOULDER MATERIAL | | | 0130 16242 4138.000 TON | 25.00000 103450.00| 30.00000 124140.00| 30.00000 124140.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0140 16340 23476.000 TON | 64.65000 1517723.40| 58.00000 1361608.00| 69.00000 1619844.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0150 16360 6721.000 TON | 71.15000 478199.15| 70.00000 470470.00| 84.00000 564564.00 ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0160 16388 467780.000 SY | 0.75000 350835.00| 0.60000 280668.00| 0.85000 397613.00 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0170 16395 5342.000 TON | 65.85000 351770.70| 86.00000 459412.00| 84.00000 448728.00 ASPH. CONC. TY. BM-25.0A (T) | | | 0180 17323 850.000 LF | 8.24000 7004.00| 9.00000 7650.00| 9.00000 7650.00 GUARDRAIL BEAM | | | 0190 17325 25.000 LF | 10.30000 257.50| 11.00000 275.00| 11.00000 275.00 RADIAL GUARDRAIL BEAM | | | 0200 17328 58.000 EA | 51.50000 2987.00| 55.00000 3190.00| 55.00000 3190.00 POST(WOOD OR STEEL) 7' LENGTH | | | 0210 17341 17.000 EA | 10.30000 175.10| 12.00000 204.00| 11.00000 187.00 REALIGN POST | | | 0220 17451 123.000 EA | 5.15000 633.45| 5.50000 676.50| 6.00000 738.00 GUARDRAIL DELINEATOR | | | 0230 17521 100.000 LF | 8.24000 824.00| 9.00000 900.00| 9.00000 900.00 GUARDRAIL BEAM (WEATHERING STEEL) | | | 0240 24502 3.000 EA | 154.50000 463.50| 160.00000 480.00| 165.00000 495.00 NS REMOVE EXIST. REMOVE EXIST. TERMINAL | | | GR-9 | | | 0250 24504 6.000 EA | 721.00000 4326.00| 750.00000 4500.00| 800.00000 4800.00 NS REMOVE EXISTING REMOVE EXISTING GR-8 | | | ANCHOR SYSTEM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 920 -3 TABULATION OF BIDS CALL ORDER : 920 CONTRACT ID : C00092017N01 COUNTIES : LOUDOUN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) C224 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |CHEMUNG CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24601 3718.000 LF | 1.55000 5762.90| 2.00000 7436.00| 1.65000 6134.70 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GUARDRAIL | | | 0270 24611 5500.000 LF | 8.24000 45320.00| 9.00000 49500.00| 9.00000 49500.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .... | | | 0280 51615 18568.000 LF | 0.21000 3899.28| 0.31000 5756.08| 0.25000 4642.00 14/1 ENCLOSED COND. CABLE | | | 0290 51912 5770.000 LF | 6.39000 36870.30| 6.00000 34620.00| 6.75000 38947.50 SAW CUT 3/8" | | | 0300 51913 840.000 LF | 7.73000 6493.20| 20.00000 16800.00| 10.00000 8400.00 SAWCUT 5/8" | | | 0310 54032 187231.000 LF | 0.41000 76764.71| 0.45000 84253.95| 0.40000 74892.40 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0320 54034 500.000 LF | 0.62000 310.00| 0.60000 300.00| 0.60000 300.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0330 54037 400.000 LF | 0.82000 328.00| 0.80000 320.00| 1.50000 600.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0340 54042 3120.000 LF | 3.59000 11200.80| 4.00000 12480.00| 3.20000 9984.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0350 54075 132627.000 LF | 2.11000 279842.97| 2.25000 298410.75| 2.08000 275864.16 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0360 54077 4800.000 LF | 4.22000 20256.00| 5.00000 24000.00| 3.50000 16800.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0370 54217 4575.000 EA | 22.66000 103669.50| 25.00000 114375.00| 21.80000 99735.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0380 54300 14.000 EA | 113.30000 1586.20| 110.00000 1540.00| 100.00000 1400.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0390 54401 2.000 EA | 1030.00000 2060.00| 1000.00000 2000.00| 400.00000 800.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0400 56022 56.000 LF | 2.06000 115.36| 10.00000 560.00| 10.00000 560.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 3,654,071.91| $ 3,674,373.28| $ 4,027,110.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,654,071.91| $ 3,674,373.28| $ 4,027,110.51 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 921 -1 TABULATION OF BIDS CALL ORDER : 921 CONTRACT ID : C00092013N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO) 9999-076-981, N501 FED # STP-PM09 (240) CONTRACT DESCRIPTION: PRINCE WILLIAM PLANT MIX VARIOUS LOCATIONS IN PRINCE WILLIAM COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B042 JULIUS BRANSCOME, INC. $ 1,532,217.00 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 1,768,964.75 115.4513% 3 S066 SUPERIOR PAVING CORPORATION $ 1,823,417.00 119.0051% 4 C224 CHEMUNG CONTRACTING CORPORATION $ 2,234,323.98 145.8229% ==================================================================================================================================== |( 1 ) B042 |( 2 ) V160 |( 3 ) S066 |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00122 1225.000 LF | 4.00000 4900.00| 7.00000 8575.00| 2.06000 2523.50 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 13312 2.000 EA | 2090.90000 4181.80| 2000.00000 4000.00| 1854.00000 3708.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13320 775.000 LF | 17.61000 13647.75| 15.00000 11625.00| 14.94000 11578.50 GUARDRAIL GR-2 | | | 0040 13323 25.000 LF | 24.21000 605.25| 25.00000 625.00| 20.60000 515.00 GUARDRAIL GR-2A | | | 0050 13345 1.000 EA | 2291.00000 2291.00| 2200.00000 2200.00| 2266.00000 2266.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13346 3.000 EA | 288.40000 865.20| 150.00000 450.00| 154.50000 463.50 REMOVE GR-7 TERMINAL | | | 0070 13349 2.000 EA | 750.00000 1500.00| 500.00000 1000.00| 515.00000 1030.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0080 13401 127.000 EA | 8.39000 1065.53| 12.00000 1524.00| 12.36000 1569.72 NS GUARDRAIL GUARDRAIL UPGRADE OFFSET | | | BLOCK (WOOD/COMPOSITE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 921 -2 TABULATION OF BIDS CALL ORDER : 921 CONTRACT ID : C00092013N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) B042 |( 2 ) V160 |( 3 ) S066 |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 16242 1756.000 TON | 20.50000 35998.00| 30.00000 52680.00| 25.00000 43900.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0100 16340 16582.000 TON | 61.50000 1019793.00| 62.75000 1040520.50| 67.80000 1124259.60 ASPHALT CONCRETE TY. SM-9.5D | | | 0110 16388 547959.000 SY | 0.28000 153428.52| 0.60000 328775.40| 0.60000 328775.40 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0120 17323 25.000 LF | 9.79000 244.75| 10.00000 250.00| 10.30000 257.50 GUARDRAIL BEAM | | | 0130 17325 50.000 LF | 9.79000 489.50| 12.00000 600.00| 12.36000 618.00 RADIAL GUARDRAIL BEAM | | | 0140 17451 14.000 EA | 11.07000 154.98| 5.00000 70.00| 5.15000 72.10 GUARDRAIL DELINEATOR | | | 0150 24504 1.000 EA | 1050.60000 1050.60| 700.00000 700.00| 721.00000 721.00 NS REMOVE EXISTING REMOVE EXISTING GR-8 | | | ANCHOR SYSTEM | | | 0160 24601 725.000 LF | 3.86000 2798.50| 3.00000 2175.00| 3.09000 2240.25 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL *** | | | 0170 24611 755.000 LF | 7.31000 5519.05| 10.00000 7550.00| 10.30000 7776.50 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL *** | | | 0171 51615 1592.000 LF | 0.21000 334.32| 0.20000 318.40| 0.21000 334.32 14/1 ENCLOSED COND. CABLE | | | 0173 51912 528.000 LF | 4.64000 2449.92| 4.50000 2376.00| 4.64000 2449.92 SAW CUT 3/8" | | | 0176 51913 60.000 LF | 24.72000 1483.20| 24.00000 1440.00| 24.72000 1483.20 SAWCUT 5/8" | | | 0180 54032 86706.000 LF | 0.41000 35549.46| 0.45000 39017.70| 0.45000 39017.70 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0190 54034 2000.000 LF | 0.62000 1240.00| 0.80000 1600.00| 0.77000 1540.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0192 54037 1950.000 LF | 1.55000 3022.50| 1.00000 1950.00| 0.91000 1774.50 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0200 54042 6329.000 LF | 3.19000 20189.51| 4.00000 25316.00| 4.12000 26075.48 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0210 54075 68443.000 LF | 2.22000 151943.46| 2.25000 153996.75| 2.11000 144414.73 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0220 54077 9200.000 LF | 3.65000 33580.00| 4.50000 41400.00| 4.22000 38824.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 921 -3 TABULATION OF BIDS CALL ORDER : 921 CONTRACT ID : C00092013N01 COUNTIES : PRINCE WILLIAM LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) B042 |( 2 ) V160 |( 3 ) S066 |JULIUS BRANSCOME, INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 54217 950.000 EA | 24.41000 23189.50| 25.00000 23750.00| 21.63000 20548.50 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0233 54254 8.000 EA | 206.00000 1648.00| 100.00000 800.00| 103.00000 824.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 0240 54300 101.000 EA | 72.10000 7282.10| 100.00000 10100.00| 100.68000 10168.68 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0250 54400 1.000 EA | 206.00000 206.00| 500.00000 500.00| 515.00000 515.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0260 54401 3.000 EA | 412.00000 1236.00| 1000.00000 3000.00| 1030.00000 3090.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0265 56022 4.000 LF | 82.40000 329.60| 20.00000 80.00| 20.60000 82.40 1" METAL CONDUIT | | | SECTION TOTALS | $ 1,532,217.00| $ 1,768,964.75| $ 1,823,417.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,532,217.00| $ 1,768,964.75| $ 1,823,417.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 9A7 -1 TABULATION OF BIDS CALL ORDER : 9A7 CONTRACT ID : C00092513N01 COUNTIES : LOUDOUN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO) PM9S-053-954, N501 FED # ARRA-FS09(015) CONTRACT DESCRIPTION: LOUDOUN PLANT MIX (STIMULUS) FROM: VARIOUS ROUTES IN LOUDOUN COUNTY TO: VARIOUS ROUTES IN LOUDOUN COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D499 FRANCIS O. DAY CO., INC. $ 2,608,062.92 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 2,617,860.60 100.3757% 3 S066 SUPERIOR PAVING CORPORATION $ 2,918,758.06 111.9129% 4 C224 CHEMUNG CONTRACTING CORPORATION $ 3,693,805.00 141.6302% ==================================================================================================================================== |( 1 ) D499 |( 2 ) V160 |( 3 ) S066 |FRANCIS O. DAY CO., INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16340 26444.000 TON | 56.50000 1494086.00| 58.00000 1533752.00| 67.80000 1792903.20 ASPHALT CONCRETE TY. SM-9.5D | | | 0020 16388 896122.000 SY | 0.60000 537673.20| 0.50000 448061.00| 0.60000 537673.20 FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0030 16504 1942.000 TON | 100.00000 194200.00| 127.00000 246634.00| 125.00000 242750.00 SURF. PREPARATION & RESTORATION TYPE II | | | 0040 51615 4182.000 LF | 0.35000 1463.70| 0.50000 2091.00| 0.30000 1254.60 14/1 ENCLOSED COND. CABLE | | | 0050 51912 1284.000 LF | 7.00000 8988.00| 5.50000 7062.00| 6.75000 8667.00 SAW CUT 3/8" | | | 0060 51913 195.000 LF | 9.00000 1755.00| 20.00000 3900.00| 8.50000 1657.50 SAWCUT 5/8" | | | 0070 54032 226524.000 LF | 0.38000 86079.12| 0.40000 90609.60| 0.36000 81548.64 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0080 54037 300.000 LF | 2.60000 780.00| 2.50000 750.00| 2.50000 750.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0090 54042 1724.000 LF | 3.40000 5861.60| 3.50000 6034.00| 3.25000 5603.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 9A7 -2 TABULATION OF BIDS CALL ORDER : 9A7 CONTRACT ID : C00092513N01 COUNTIES : LOUDOUN LETTING DATE : 04/29/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) D499 |( 2 ) V160 |( 3 ) S066 |FRANCIS O. DAY CO., INC. |VIRGINIA PAVING CO., DIV. O |SUPERIOR PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54075 74132.000 LF | 2.15000 159383.80| 2.25000 166797.00| 2.06000 152711.92 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0110 54077 4500.000 LF | 4.30000 19350.00| 4.25000 19125.00| 4.12000 18540.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0120 54217 3638.000 EA | 26.50000 96407.00| 25.00000 90950.00| 20.00000 72760.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0130 54300 12.000 EA | 105.00000 1260.00| 100.00000 1200.00| 100.00000 1200.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0140 54400 2.000 EA | 365.00000 730.00| 350.00000 700.00| 350.00000 700.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0150 56022 13.000 LF | 3.50000 45.50| 15.00000 195.00| 3.00000 39.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 2,608,062.92| $ 2,617,860.60| $ 2,918,758.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,608,062.92| $ 2,617,860.60| $ 2,918,758.06 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -1 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/21/12 COMPLETION DATE PROJECT(S) : 0337-122-F14,C501,B606,B608 FED # NH-5403(989) 0337-122-F14,C501,B606,B608 FED # NH-5403(989) 0337-122-F14,C501,B606,B608 FED # NH-5403(989) OTHERS CONTRACT DESCRIPTION: 0.756 KM. GRADE, DRAIN, ASP. PAVE, UTILITIES, RR WORK , INCI FR: 0.005 KM NORTH OF ROGERS AVE. TO: 0.011 KM SOUTH OF 'B' AVENUE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 38,244,957.85 100.0000% 2 T009 SKANSKA USA CIVIL SOUTHEAST INC. $ 42,208,197.15 110.3628% 3 W488 E. V. WILLIAMS, INC. $ 43,762,292.84 114.4263% 4 B850 BRANSCOME, INC. $ 45,784,453.13 119.7137% 5 B303 BRYANT CONTRACTING, INC. $ 45,835,810.35 119.8480% 6 C333 CURTIS CONTRACTING, INC. $ 45,955,647.42 120.1613% 7 L002 THE LANE CONSTRUCTION CORPORATION $ 48,986,857.35 128.0871% 8 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 49,658,430.81 129.8431% 9 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 49,888,497.41 130.4446% ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 2000000.00000 2000000.00| 2100000.00000 2100000.00| 2100000.00000 2100000.00 MOBILIZATION | | | 0020 00101 LUMP| 375000.00000 375000.00| 196700.00000 196700.00| 150000.00000 150000.00 CONSTRUCTION SURVEYING | | | 0030 00110 5.000 LS | 300000.00000 300000.00| 1000000.00000 1000000.00| 212150.04000 212150.04 CLEARING AND GRUBBING | | | 0040 00120 38856.000 CU M| 19.50000 757692.00| 18.00000 699408.00| 12.60000 489585.60 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -2 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00140 5600.000 CU M| 0.01000 56.00| 4.60000 25760.00| 20.69000 115864.00 BORROW EXCAVATION | | | 0060 00155 2170.000 SQ M| 2.50000 5425.00| 2.30000 4991.00| 1.38000 2994.60 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00211 4594.000 CU M| 11.00000 50534.00| 78.00000 358332.00| 19.12000 87837.28 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0080 00212 104.000 CU M| 51.00000 5304.00| 73.00000 7592.00| 17.05000 1773.20 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0090 00290 85.000 CU M| 70.00000 5950.00| 96.00000 8160.00| 36.21000 3077.85 SELECT MATL. TY. II MIN. CBR-30 | | | 0100 00300 85.000 CU M| 70.00000 5950.00| 96.00000 8160.00| 36.21000 3077.85 SELECT MATL. TY. III MIN. CBR-30 | | | 0110 00355 15574.000 SQ M| 2.00000 31148.00| 2.30000 35820.20| 1.60000 24918.40 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0120 00490 838.000 MTON| 30.00000 25140.00| 59.00000 49442.00| 31.89000 26723.82 CLASS I BACKFILL MATERIAL | | | 0130 00505 951.000 MTON| 41.00000 38991.00| 59.00000 56109.00| 26.76000 25448.76 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0140 00519 1680.000 SQ M| 380.00000 638400.00| 380.00000 638400.00| 655.24000 1100803.20 SHEET PILE, STEEL | | | 0150 00522 8.000 CU M| 2400.00000 19200.00| 1100.00000 8800.00| 2613.24000 20905.92 CONCRETE CLASS 30 BOX CULVERT | | | 0160 00525 22.000 CU M| 1700.00000 37400.00| 1700.00000 37400.00| 2822.80000 62101.60 CONCRETE CLASS 20 MISC. | | | 0170 00529 5.000 CU M| 630.00000 3150.00| 1100.00000 5500.00| 406.40000 2032.00 FLOWABLE BACKFILL | | | 0180 00540 1384.000 KG | 1.00000 1384.00| 1.30000 1799.20| 1.25000 1730.00 REINF. STEEL | | | 0190 00588 341.000 M | 27.00000 9207.00| 63.00000 21483.00| 32.98000 11246.18 UNDERDRAIN UD-4 | | | 0200 00596 1.000 EA | 420.00000 420.00| 1100.00000 1100.00| 164.89000 164.89 ENDWALL EW-12 | | | 0210 01122 27.000 M | 390.00000 10530.00| 160.00000 4320.00| 276.31000 7460.37 300 MM CONC. PIPE | | | 0220 01150 313.000 M | 180.00000 56340.00| 140.00000 43820.00| 68.59000 21468.67 375 MM PIPE | | | 0230 01152 786.000 M | 210.00000 165060.00| 180.00000 141480.00| 131.83000 103618.38 375 MM CONC. PIPE | | | 0240 01180 26.000 M | 230.00000 5980.00| 210.00000 5460.00| 94.97000 2469.22 450 MM PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -3 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 01182 236.000 M | 180.00000 42480.00| 190.00000 44840.00| 165.52000 39062.72 450 MM CONC. PIPE | | | 0260 01210 28.000 M | 270.00000 7560.00| 170.00000 4760.00| 131.91000 3693.48 525 MM PIPE | | | 0270 01212 30.000 M | 170.00000 5100.00| 210.00000 6300.00| 190.52000 5715.60 525 MM CONC. PIPE | | | 0280 01240 72.000 M | 200.00000 14400.00| 170.00000 12240.00| 142.46000 10257.12 600 MM PIPE | | | 0290 01242 136.000 M | 260.00000 35360.00| 260.00000 35360.00| 206.09000 28028.24 600 MM CONC. PIPE | | | 0300 01301 41.000 M | 2400.00000 98400.00| 3100.00000 127100.00| 1328.66000 54475.06 JACKED 750 MM PIPE | | | 0310 01302 249.000 M | 290.00000 72210.00| 300.00000 74700.00| 245.84000 61214.16 750 MM CONC. PIPE | | | 0320 01360 127.000 M | 430.00000 54610.00| 720.00000 91440.00| 2158.55000 274135.85 900 MM PIPE | | | 0330 01361 24.000 M | 1700.00000 40800.00| 3400.00000 81600.00| 1433.21000 34397.04 JACKED 900 MM PIPE | | | 0340 01362 852.000 M | 340.00000 289680.00| 820.00000 698640.00| 485.42000 413577.84 900 MM CONC. PIPE | | | 0350 01422 9.000 M | 330.00000 2970.00| 510.00000 4590.00| 436.08000 3924.72 1050 MM CONC. PIPE | | | 0360 01480 31.000 M | 1.00000 31.00| 1200.00000 37200.00| 529.84000 16425.04 1200 MM PIPE | | | 0362 01720 2.000 M | 4700.00000 9400.00| 10500.00000 21000.00| 1006.50000 2013.00 1800 MM PIPE | | | 0370 01600 38.000 M | 340.00000 12920.00| 730.00000 27740.00| 634.95000 24128.10 1500 MM PIPE | | | 0380 01602 3.000 M | 580.00000 1740.00| 1300.00000 3900.00| 680.27000 2040.81 1500 MM CONC. PIPE | | | 0390 02092 1600.000 EA | 95.00000 152000.00| 99.00000 158400.00| 97.74000 156384.00 NS SPEC. DES. SPEC. DES. CROSS | | | TIE(REPLACEMENT) | | | 0400 02092 20.000 EA | 700.00000 14000.00| 720.00000 14400.00| 715.87000 14317.40 NS SPEC. DES. SPEC. DES. FIELD WELDS AT | | | TIE-INS | | | 0410 02092 1.000 EA | 74800.00000 74800.00| 77300.00000 77300.00| 76678.06000 76678.06 NS SPEC. DES. SPEC. DES. NO.10 | | | CROSSOVER TO CONST. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -4 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 02092 1.000 EA | 8400.00000 8400.00| 8600.00000 8600.00| 8573.12000 8573.12 NS SPEC. DES. SPEC. DES. SLIDING DE-RAI | | | 0430 02092 8.000 EA | 41200.00000 329600.00| 42600.00000 340800.00| 42235.44000 337883.52 NS SPEC. DES. SPEC. DES. TURNOUT (NO.10 | | | 0440 02092 1.000 EA | 33800.00000 33800.00| 35000.00000 35000.00| 34687.08000 34687.08 NS SPEC. DES. SPEC. DES. TURNOUT (NO.8) | | | 0450 02092 1.000 EA | 74300.00000 74300.00| 67700.00000 67700.00| 57146.47000 57146.47 NS SPEC. DES. SPEC. DES. WATER QUALITY | | | INLET | | | 0460 02242 70.000 M | 370.00000 25900.00| 410.00000 28700.00| 376.37000 26345.90 960 MM X 610 MM ELLIPTICAL CONC. PIPE | | | 0470 04291 115.000 M | 130.00000 14950.00| 460.00000 52900.00| 447.20000 51428.00 1060 MM X 740 MM ARCH PIPE | | | 0480 06121 2.000 EA | 540.00000 1080.00| 970.00000 1940.00| 720.41000 1440.82 300 MM END SECTION ES-1 | | | 0490 06151 5.000 EA | 570.00000 2850.00| 1000.00000 5000.00| 755.79000 3778.95 375 MM END SECTION ES-1 | | | 0500 06211 2.000 EA | 760.00000 1520.00| 1400.00000 2800.00| 928.94000 1857.88 525 MM END SECTION ES-1 | | | 0510 06241 8.000 EA | 780.00000 6240.00| 1500.00000 12000.00| 954.09000 7632.72 600 MM END SECTION ES-1 | | | 0520 06300 2.000 EA | 1100.00000 2200.00| 1700.00000 3400.00| 1167.97000 2335.94 750 MM END SECTION ES-1 OR 2 | | | 0530 06361 7.000 EA | 1600.00000 11200.00| 2100.00000 14700.00| 1543.85000 10806.95 900 MM END SECTION ES-1 | | | 0540 06531 8.000 EA | 770.00000 6160.00| 4900.00000 39200.00| 4025.90000 32207.20 1030 MM X 740 MM END SECTION ES-3 | | | 0550 06740 4.000 EA | 2500.00000 10000.00| 1900.00000 7600.00| 2096.36000 8385.44 DROP INLET DI-1 | | | 0560 06815 8.000 EA | 2500.00000 20000.00| 2800.00000 22400.00| 2158.78000 17270.24 DROP INLET DI-3A | | | 0570 06817 6.000 EA | 2900.00000 17400.00| 2800.00000 16800.00| 2538.37000 15230.22 DROP INLET DI-3B, L= 1.2 M | | | 0580 06818 12.000 EA | 2900.00000 34800.00| 2800.00000 33600.00| 3798.91000 45586.92 DROP INLET DI-3B, L= 1.8 M | | | 0590 06819 6.000 EA | 3300.00000 19800.00| 3200.00000 19200.00| 4748.64000 28491.84 DROP INLET DI-3B, L= 2.4 M | | | 0600 06820 1.000 EA | 3300.00000 3300.00| 3200.00000 3200.00| 2943.95000 2943.95 DROP INLET DI-3B, L= 3.0 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -5 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 06821 4.000 EA | 3500.00000 14000.00| 3400.00000 13600.00| 5276.27000 21105.08 DROP INLET DI-3B, L= 3.6 M | | | 0620 06822 4.000 EA | 3800.00000 15200.00| 3700.00000 14800.00| 4432.07000 17728.28 DROP INLET DI-3B, L= 4.2 M | | | 0630 06835 4.000 EA | 3200.00000 12800.00| 3100.00000 12400.00| 2828.66000 11314.64 DROP INLET DI-3C, L= 1.8 M | | | 0640 06836 2.000 EA | 3100.00000 6200.00| 2900.00000 5800.00| 2681.69000 5363.38 DROP INLET DI-3C, L= 2.4 M | | | 0650 06838 1.000 EA | 3700.00000 3700.00| 3600.00000 3600.00| 3329.22000 3329.22 DROP INLET DI-3C, L= 3.6 M | | | 0660 06842 1.000 EA | 4700.00000 4700.00| 4600.00000 4600.00| 4242.18000 4242.18 DROP INLET DI-3C, L= 6.0 M | | | 0670 06853 1.000 EA | 3100.00000 3100.00| 2900.00000 2900.00| 2683.77000 2683.77 DROP INLET DI-3E, L= 1.2 M | | | 0680 07004 1.000 EA | 3400.00000 3400.00| 3300.00000 3300.00| 2981.80000 2981.80 DROP INLET DI-3F, L= 1.8 M | | | 0690 07006 2.000 EA | 3900.00000 7800.00| 3800.00000 7600.00| 3432.34000 6864.68 DROP INLET DI-3F, L= 2.4 M | | | 0700 07106 3.000 EA | 3900.00000 11700.00| 3800.00000 11400.00| 3506.99000 10520.97 DROP INLET DI-4A | | | 0710 07218 1.000 EA | 7500.00000 7500.00| 7400.00000 7400.00| 7386.77000 7386.77 DROP INLET DI-4C, L= 6.0 M | | | 0720 07508 4.000 EA | 3400.00000 13600.00| 3300.00000 13200.00| 2887.26000 11549.04 DROP INLET DI-7 | | | 0730 07510 3.000 EA | 3800.00000 11400.00| 3700.00000 11100.00| 2860.71000 8582.13 DROP INLET DI-7A | | | 0740 09046 24.000 M | 1800.00000 43200.00| 1500.00000 36000.00| 3966.89000 95205.36 MANHOLE MH-1 | | | 0750 09055 25.000 M | 1200.00000 30000.00| 1300.00000 32500.00| 3777.89000 94447.25 MANHOLE MH-2 | | | 0760 09056 7.000 M | 1700.00000 11900.00| 2600.00000 18200.00| 5128.53000 35899.71 MANHOLE MH-1 OR 2 | | | 0770 09057 28.000 EA | 740.00000 20720.00| 1200.00000 33600.00| 1088.23000 30470.44 FRAME & COVER MH-1 | | | 0780 09150 111.000 MTON| 100.00000 11100.00| 99.00000 10989.00| 67.34000 7474.74 EROSION CONTROL STONE CLASS I, EC-1 | | | 0790 09215 1254.000 SQ M| 72.00000 90288.00| 68.00000 85272.00| 72.38000 90764.52 PAVED DITCH PG-5 | | | 0800 09235 71.000 SQ M| 85.00000 6035.00| 94.00000 6674.00| 82.44000 5853.24 PAVED DITCH PG-6A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -6 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 10128 20864.000 MTON| 38.00000 792832.00| 40.00000 834560.00| 30.47000 635726.08 AGGR. BASE MATL. TY. I NO. 21B | | | 0820 10250 170.000 MTON| 47.00000 7990.00| 84.00000 14280.00| 49.47000 8409.90 NS AGGR. MATERIAL AGGR. MATERIAL | | | BEDDING (#357 OR #68 STONE) | | | 0830 10250 4966.000 MTON| 46.00000 228436.00| 59.00000 292994.00| 43.98000 218404.68 NS AGGR. MATERIAL AGGR. MATERIAL | | | BEDDING NO. 57 | | | 0840 10375 1008.000 SQ M| 105.00000 105840.00| 160.00000 161280.00| 112.01000 112906.08 NS HYDRAULIC CEMENT HYDRAULIC CEMENT | | | CONC. SIDEWALK (MOD.) | | | 0850 10611 2369.000 MTON| 69.00000 163461.00| 91.00000 215579.00| 70.35000 166659.15 ASPHALT CONCRETE TY. IM-19.0D | | | 0860 10630 8335.000 SQ M| 3.00000 25005.00| 3.30000 27505.50| 1.90000 15836.50 FLEXIBLE PAVEMENT PLANING | | | 0870 10635 1208.000 MTON| 70.00000 84560.00| 98.00000 118384.00| 76.95000 92955.60 ASPHALT CONCRETE TY. SM-9.5A | | | 0880 10636 4965.000 MTON| 70.00000 347550.00| 91.00000 451815.00| 76.95000 382056.75 ASPHALT CONCRETE TY. SM-9.5D | | | 0890 10642 2465.000 MTON| 62.00000 152830.00| 84.00000 207060.00| 68.15000 167989.75 ASPHALT CONCRETE TY. BM-25.0A | | | 0900 10643 24613.000 MTON| 62.00000 1526006.00| 80.00000 1969040.00| 68.15000 1677375.95 ASPHALT CONCRETE TY. BM-25.0D | | | 0910 11020 226.000 CU M| 500.00000 113000.00| 540.00000 122040.00| 524.19000 118466.94 CONC. CLASS 30 BRIDGE APPR. SLAB | | | 0920 11030 20330.000 KG | 1.00000 20330.00| 1.50000 30495.00| 1.94000 39440.20 REINF. STEEL BRIDGE APPR. SLAB | | | 0930 11070 517.000 M | 5.00000 2585.00| 7.20000 3722.40| 10.99000 5681.83 NS SAW CUT SAW CUT ASP. PAVE. VAR. DEPT | | | 0940 11100 16609.000 MTON| 34.00000 564706.00| 38.00000 631142.00| 37.38000 620844.42 NS BALLAST BALLAST STONE BALLAST | | | 0950 11100 15148.000 MTON| 32.00000 484736.00| 39.00000 590772.00| 28.70000 434747.60 NS BALLAST BALLAST SUB-BALLAST | | | 0960 11110 44.000 M | 1100.00000 48400.00| 1100.00000 48400.00| 1112.12000 48933.28 NS TRACKWORK TRACKWORK GRADE CROSSING | | | (CONC) TO BE INSTALL | | | 0970 11110 216.000 M | 470.00000 101520.00| 490.00000 105840.00| 483.90000 104522.40 NS TRACKWORK TRACKWORK GRADE CROSSING | | | (TIMBR) TO BE INSTALL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -7 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 11110 269.000 M | 46.00000 12374.00| 47.00000 12643.00| 46.95000 12629.55 NS TRACKWORK TRACKWORK GRADE CROSSING | | | TO BE REMOVED | | | 0990 11110 3447.000 M | 420.00000 1447740.00| 440.00000 1516680.00| 434.20000 1496687.40 NS TRACKWORK TRACKWORK TO BE | | | CONSTRUCTED | | | 1000 11110 635.000 M | 6.30000 4000.50| 6.50000 4127.50| 6.41000 4070.35 NS TRACKWORK TRACKWORK TRACK TO BE LINE | | | 1010 11110 2600.000 M | 5.80000 15080.00| 6.00000 15600.00| 5.96000 15496.00 NS TRACKWORK TRACKWORK TRACK TO BE | | | SURFACED | | | 1020 12025 338.000 M | 49.00000 16562.00| 51.00000 17238.00| 50.34000 17014.92 NS CURB CURB PARKWAY HS-201 | | | 1030 12720 734.000 M | 34.00000 24956.00| 89.00000 65326.00| 34.35000 25212.90 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER MOD. HS-1 | | | 1040 12720 2455.000 M | 49.00000 120295.00| 68.00000 166940.00| 53.64000 131686.20 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER PARKWAY HS-202 | | | 1050 13108 19.000 SQ M| 320.00000 6080.00| 510.00000 9690.00| 332.19000 6311.61 CG-12 DETECTABLE WARNING SURFACE | | | 1060 13120 1158.000 SQ M| 72.00000 83376.00| 70.00000 81060.00| 73.60000 85228.80 NS ENTRANCE GUTTER ENTRANCE GUTTER MOD. | | | CG-13 | | | 1070 13120 45.000 SQ M| 80.00000 3600.00| 56.00000 2520.00| 81.78000 3680.10 NS ENTRANCE GUTTER ENTRANCE GUTTER | | | NORFOLK HS-207 | | | 1080 13120 11.000 SQ M| 100.00000 1100.00| 110.00000 1210.00| 104.43000 1148.73 NS ENTRANCE GUTTER ENTRANCE GUTTER | | | NORFOLK HS-209 | | | 1090 13212 58.000 EA | 310.00000 17980.00| 140.00000 8120.00| 0.01000 0.58 R/W MONUMENT RM-2 | | | 1100 13220 1187.000 SQ M| 49.00000 58163.00| 38.00000 45106.00| 49.79000 59100.73 HYDRAULIC CEMENT CONC. SIDEWALK 100 MM | | | 1110 13222 102.000 SQ M| 69.00000 7038.00| 56.00000 5712.00| 70.90000 7231.80 HYDRAULIC CEMENT CONC. SIDEWALK 175MM | | | 1120 13240 335.000 MTON| 100.00000 33500.00| 120.00000 40200.00| 104.43000 34984.05 ASPHALT CONCRETE SIDEWALK | | | 1130 13310 10.000 M | 110.00000 1100.00| 110.00000 1100.00| 357.25000 3572.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -8 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 13312 1.000 EA | 1900.00000 1900.00| 2000.00000 2000.00| 2621.64000 2621.64 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 1150 13320 128.000 M | 120.00000 15360.00| 120.00000 15360.00| 67.05000 8582.40 GUARDRAIL GR-2 | | | 1160 13331 11.000 M | 130.00000 1430.00| 130.00000 1430.00| 72.55000 798.05 RAD. GUARDRAIL GR-2 | | | 1170 13345 1.000 EA | 2400.00000 2400.00| 2500.00000 2500.00| 3061.34000 3061.34 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 1180 13392 4.000 EA | 2400.00000 9600.00| 2200.00000 8800.00| 2820.89000 11283.56 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 1190 13460 12.000 M | 470.00000 5640.00| 500.00000 6000.00| 464.37000 5572.44 MEDIAN BARRIER MB-7D | | | 1200 13461 21.000 M | 530.00000 11130.00| 770.00000 16170.00| 720.29000 15126.09 MEDIAN BARRIER MB-7E | | | 1210 13502 84.000 SQ M| 110.00000 9240.00| 70.00000 5880.00| 104.43000 8772.12 SIGN ISLAND SI-2 | | | 1220 13611 10.000 EA | 5900.00000 59000.00| 6100.00000 61000.00| 13747.46000 137474.60 IMPACT ATTENUATOR SERVICE TYPE I | | | 1230 14506 6.000 EA | 1000.00000 6000.00| 1300.00000 7800.00| 1608.56000 9651.36 DI-PRECAST TOP (VARIOUS TYPES) | | | 1240 21110 587.000 SQ M| 87.00000 51069.00| 68.00000 39916.00| 95.30000 55941.10 MEDIAN STRIP MS-1A | | | 1250 22643 401.000 M | 53.00000 21253.00| 55.00000 22055.00| 53.86000 21597.86 FENCE FE-CL | | | 1260 22663 13.000 EA | 190.00000 2470.00| 200.00000 2600.00| 192.36000 2500.68 CORNER BRACE UNIT FE-CL | | | 1270 22675 2.000 EA | 640.00000 1280.00| 680.00000 1360.00| 659.54000 1319.08 GATE FE-CL L=3.0 M | | | 1280 23560 66.000 M | 4.75000 313.50| 17.00000 1122.00| 2.84000 187.44 TEMP.SAFETY FENCE 1.2M | | | 1290 23600 513.000 M | 59.00000 30267.00| 62.00000 31806.00| 60.46000 31015.98 NS FENCE FENCE SECURITY | | | 1300 23601 4.000 EA | 190.00000 760.00| 200.00000 800.00| 192.37000 769.48 NS BRACE BRACE FENCE CORNER | | | 1310 23601 6.000 EA | 190.00000 1140.00| 200.00000 1200.00| 192.36000 1154.16 NS BRACE BRACE FENCE LINE | | | 1320 23602 1.000 EA | 1300.00000 1300.00| 1400.00000 1400.00| 1319.07000 1319.07 NS GATE GATE SECURITY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -9 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 23602 1.000 EA | 640.00000 640.00| 680.00000 680.00| 659.53000 659.53 NS GATE GATE W=3M | | | 1340 24100 900.000 HR | 27.00000 24300.00| 75.00000 67500.00| 75.00000 67500.00 ALLAYING DUST | | | 1350 24150 1.000 EA | 440.00000 440.00| 1800.00000 1800.00| 274.80000 274.80 TYPE III BARRICADE 1.2 M | | | 1360 24152 20.000 EA | 510.00000 10200.00| 2000.00000 40000.00| 340.76000 6815.20 TYPE III BARRICADE 2.4 M | | | 1370 24160 168.000 SQ M| 370.00000 62160.00| 570.00000 95760.00| 154.99000 26038.32 CONSTRUCTION SIGNS | | | 1380 24278 44758.000 DAY | 1.50000 67137.00| 1.30000 58185.40| 1.10000 49233.80 GROUP 2 CHANNELIZING DEVICES | | | 1390 24279 4144.000 HR | 13.00000 53872.00| 8.40000 34809.60| 5.50000 22792.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 1400 24281 2200.000 HR | 0.25000 550.00| 5.30000 11660.00| 35.00000 77000.00 ELECTRONIC ARROW | | | 1410 24282 640.000 HR | 16.00000 10240.00| 89.00000 56960.00| 75.00000 48000.00 FLAGGER SERVICE | | | 1420 24286 103.000 EA | 120.00000 12360.00| 49.00000 5047.00| 27.48000 2830.44 FLEXIBLE POST DELINEATOR | | | 1430 24290 384.000 M | 110.00000 42240.00| 140.00000 53760.00| 79.33000 30462.72 TRAFFIC BARRIER SERVICE CONCRETE | | | 1440 24400 183.000 UNIT| 200.00000 36600.00| 110.00000 20130.00| 218.05000 39903.15 OBSCURING ROADWAY | | | 1450 24420 3224.000 SQ M| 13.00000 41912.00| 15.00000 48360.00| 25.00000 80600.00 DEMOLITION OF PAVEMENT (RIGID) | | | 1460 24430 56525.000 SQ M| 5.75000 325018.75| 5.30000 299582.50| 15.00000 847875.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1470 24501 1268.000 M | 7.40000 9383.20| 46.00000 58328.00| 8.83000 11196.44 NS REMOVE EXIST. REMOVE EXIST. CURB & | | | GUTTER HS-202 | | | 1480 24501 1175.000 M | 105.00000 123375.00| 63.00000 74025.00| 66.33000 77937.75 NS REMOVE EXIST. REMOVE EXIST. PIPE | | | 1490 24501 1977.000 M | 8.90000 17595.30| 23.00000 45471.00| 2.06000 4072.62 NS REMOVE EXIST. REMOVE EXIST. SIDEWALK | | | /ENTRANCE | | | 1500 24501 1389.000 M | 13.50000 18751.50| 14.00000 19446.00| 13.93000 19348.77 NS REMOVE EXIST. REMOVE EXIST. TRACK | | | 1510 24502 8.000 EA | 1100.00000 8800.00| 1100.00000 8800.00| 1099.22000 8793.76 NS REMOVE EXIST. REMOVE EXIST. NO. 8 | | | TURNOUT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -10 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 24503 LUMP| 5700.00000 5700.00| 3400.00000 3400.00| 14814.18000 14814.18 NS REMOVE EXIST. REMOVE EXIST. TIMBER | | | BULKHEAD & PIER & DOLPHIN | | | 1530 24602 1576.000 M | 10.50000 16548.00| 7.80000 12292.80| 9.32000 14688.32 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE ... | | | 1540 24801 34.000 EA | 1150.00000 39100.00| 940.00000 31960.00| 621.85000 21142.90 NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET ... | | | 1550 24825 14.000 EA | 810.00000 11340.00| 1200.00000 16800.00| 1439.03000 20146.42 NS MODIFY EXIST. MODIFY EXIST. INLET | | | 1560 25505 40.000 MO | 1900.00000 76000.00| 3200.00000 128000.00| 3487.54000 139501.60 FIELD OFFICE TY.I | | | 1570 26117 3053.000 MTON| 80.00000 244240.00| 77.00000 235081.00| 61.05000 186385.65 DRY RIPRAP CL. AI | | | 1580 27012 4.000 HA | 3700.00000 14800.00| 13900.00000 55600.00| 20395.76000 81583.04 TOPSOIL CL. A 50 MM | | | 1590 27022 2.000 HA | 13900.00000 27800.00| 22200.00000 44400.00| 35638.16000 71276.32 TOPSOIL CL. B 50 MM | | | 1600 27102 1349.000 KG | 27.00000 36423.00| 27.00000 36423.00| 29.07000 39215.43 REGULAR SEED | | | 1610 27103 843.000 KG | 17.00000 14331.00| 17.00000 14331.00| 19.38000 16337.34 OVERSEEDING | | | 1620 27104 168.000 KG | 40.00000 6720.00| 39.00000 6552.00| 65.36000 10980.48 LEGUME SEED | | | 1630 27105 105.000 KG | 34.00000 3570.00| 33.00000 3465.00| 48.37000 5078.85 LEGUME OVERSEEDING | | | 1640 27215 7.000 MTON| 1400.00000 9800.00| 1300.00000 9100.00| 1394.13000 9758.91 FERTILIZER(15-30-15) | | | 1650 27250 49.000 MTON| 300.00000 14700.00| 290.00000 14210.00| 302.85000 14839.65 LIME | | | 1660 27321 2245.000 SQ M| 2.00000 4490.00| 2.00000 4490.00| 3.52000 7902.40 PROTECTIVE COVERING EC-2 | | | 1670 27327 100.000 SQ M| 15.00000 1500.00| 16.00000 1600.00| 17.97000 1797.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 1680 27410 5.000 EA | 84.00000 420.00| 840.00000 4200.00| 318.67000 1593.35 CHECK DAM, ROCK TY. I | | | 1690 27415 23.000 EA | 66.00000 1518.00| 640.00000 14720.00| 318.67000 7329.41 CHECK DAM(ROCK) TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -11 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 27422 4.000 EA | 2500.00000 10000.00| 1700.00000 6800.00| 688.21000 2752.84 DEWATERING BASIN | | | 1710 27430 2695.000 CU M| 16.50000 44467.50| 30.00000 80850.00| 10.87000 29294.65 SILTATION CONTROL EXCAVATION | | | 1720 27440 312.000 HR | 35.00000 10920.00| 83.00000 25896.00| 71.45000 22292.40 MOWING | | | 1730 27450 10.000 EA | 210.00000 2100.00| 140.00000 1400.00| 207.91000 2079.10 DROP INLET SILT TRAP, TYPE A | | | 1740 27460 63.000 EA | 82.00000 5166.00| 110.00000 6930.00| 269.78000 16996.14 DROP INLET SILT TRAP, TYPE B | | | 1750 27500 1721.000 SQ M| 2.25000 3872.25| 3.60000 6195.60| 1.69000 2908.49 GEOTEXTILE FABRIC | | | 1760 27506 6016.000 M | 3.50000 21056.00| 3.30000 19852.80| 13.55000 81516.80 TEMP. FILTER BARRIER | | | 1770 27526 30.000 M | 620.00000 18600.00| 160.00000 4800.00| 164.88000 4946.40 TURBIDITY CURTAIN, IMPERVIOUS | | | 1780 27552 585.000 MTON| 40.00000 23400.00| 52.00000 30420.00| 32.78000 19176.30 NS NO. 57 STONE NO. 57 STONE ... | | | 1790 27570 2.000 M | 2400.00000 4800.00| 3800.00000 7600.00| 240.37000 480.74 TEMP. SEDIMENT RISER PIPE 900 MM | | | 1800 27574 2.000 M | 0.50000 1.00| 10600.00000 21200.00| 382.14000 764.28 TEMP. SEDIMENT RISER PIPE 1200 MM | | | 1810 27580 5957.000 CU M| 4.75000 28295.75| 20.00000 119140.00| 8.04000 47894.28 TEMP. SEDIMENT BASIN EXCAVATION | | | 1820 28810 102.000 UNIT| 43.00000 4386.00| 45.00000 4590.00| 41.22000 4204.44 MULCHING | | | 1830 28811 38.000 CU M| 43.00000 1634.00| 45.00000 1710.00| 70.87000 2693.06 REMULCHING | | | 1840 28820 26.000 UNIT| 64.00000 1664.00| 68.00000 1768.00| 192.36000 5001.36 WATERING | | | 1850 38900 12.000 EA | 140.00000 1680.00| 150.00000 1800.00| 125.04000 1500.48 NS PLANT OR TREE PLANT OR TREE AUTUMN | | | BLOOMING CHERRY 38 MM CAL | | | 1860 38900 27.000 EA | 140.00000 3780.00| 150.00000 4050.00| 125.04000 3376.08 NS PLANT OR TREE PLANT OR TREE COMANCHE | | | CREPE MYRTLE 2.44 M HT. | | | 1870 38900 127.000 EA | 26.00000 3302.00| 27.00000 3429.00| 28.85000 3663.95 NS PLANT OR TREE PLANT OR TREE 'GULF | | | STREAM' NANDINA #3 CONT. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -12 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1880 38900 280.000 EA | 26.00000 7280.00| 27.00000 7560.00| 16.83000 4712.40 NS PLANT OR TREE PLANT OR TREE INKBERRY | | | HOLLY #3 CONT. | | | 1890 38900 72.000 EA | 110.00000 7920.00| 110.00000 7920.00| 48.09000 3462.48 NS PLANT OR TREE PLANT OR TREE 'NELLIE | | | R' STEVENS' HOLLY #10 CONT. | | | 1900 38900 39.000 EA | 210.00000 8190.00| 230.00000 8970.00| 182.75000 7127.25 NS PLANT OR TREE PLANT OR TREE WILLOW | | | OAK 50 MM CAL. | | | 1910 38901 1018.000 SQ M| 1.00000 1018.00| 1.10000 1119.80| 0.08000 81.44 NS BED PREPARATION BED PREPARATION SOIL | | | DECONSOLIDATION | | | 1920 38902 48.000 M | 54.00000 2592.00| 56.00000 2688.00| 19.24000 923.52 NS PIT PIT OVERSIZE PLANTING PIT | | | 1930 38953 LUMP| 17800.00000 17800.00| 2000.00000 2000.00| 1923.64000 1923.64 NS LANDSCAPE LANDSCAPE MANAGE. OF POL | | | LINE | | | 1940 38953 LUMP| 540.00000 540.00| 560.00000 560.00| 1209.16000 1209.16 NS LANDSCAPE LANDSCAPE ROOT PRUNING | | | 1950 39009 5.000 UNIT| 540.00000 2700.00| 560.00000 2800.00| 480.91000 2404.55 NS VEGETATION CONTROL VEGETATION | | | CONTROL ... | | | 1960 39011 1.000 EA | 9400.00000 9400.00| 7300.00000 7300.00| 10476.85000 10476.85 NS HYDROLOGIC CONTROL FEATURE HYDRO. | | | CONTROL FEATURE FLAP GATE | | | 1970 39050 LUMP| 2025000.00000 2025000.00| 1990000.00000 1990000.00| 2325362.26000 2325362.26 NS BUILDING CONSTRUCTION BUILDING | | | CONSTRUCTION PUMP STATION | | | 1980 40002 45.000 M | 130.00000 5850.00| 130.00000 5850.00| 65.81000 2961.45 20 MM WATER SERVICE LINE | | | 1990 40003 5.000 M | 170.00000 850.00| 160.00000 800.00| 147.51000 737.55 25 MM WATER SERVICE LINE | | | 2000 40005 8.000 M | 210.00000 1680.00| 210.00000 1680.00| 184.52000 1476.16 40 MM WATER SERVICE LINE | | | 2010 40006 7.000 M | 170.00000 1190.00| 150.00000 1050.00| 128.05000 896.35 50 MM WATER SERVICE LINE | | | 2020 40061 146.000 M | 340.00000 49640.00| 270.00000 39420.00| 161.40000 23564.40 150 MM DI WATER MAIN | | | 2030 40081 115.000 M | 490.00000 56350.00| 350.00000 40250.00| 206.76000 23777.40 200 MM DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -13 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2040 40101 609.000 M | 250.00000 152250.00| 320.00000 194880.00| 165.73000 100929.57 250 MM DI WATER MAIN | | | 2050 40121 636.000 M | 260.00000 165360.00| 340.00000 216240.00| 177.78000 113068.08 300 MM DI WATER MAIN | | | 2060 40161 601.000 M | 280.00000 168280.00| 410.00000 246410.00| 219.22000 131751.22 400 MM DI WATER MAIN | | | 2070 40241 799.000 M | 490.00000 391510.00| 680.00000 543320.00| 377.99000 302014.01 600 MM DI WATER MAIN | | | 2090 40380 66.000 M | 1500.00000 99000.00| 3000.00000 198000.00| 1328.66000 87691.56 NS WATER MAIN WATER MAIN 750MM JACKED | | | STEEL ENCASEMENT PIPE | | | 2100 40406 16.000 EA | 990.00000 15840.00| 1300.00000 20800.00| 927.58000 14841.28 400 MM BEND | | | 2110 40412 18.000 EA | 2500.00000 45000.00| 2900.00000 52200.00| 2147.76000 38659.68 600 MM BEND | | | 2120 40422 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 927.59000 927.59 400 MM BRANCH | | | 2130 40428 4.000 EA | 5000.00000 20000.00| 4000.00000 16000.00| 2147.76000 8591.04 600 MM BRANCH | | | 2140 40908 31.000 M | 1700.00000 52700.00| 580.00000 17980.00| 784.37000 24315.47 200 MM OFFSET EXIST. PIPE | | | 2150 41006 5.000 EA | 1100.00000 5500.00| 2500.00000 12500.00| 655.84000 3279.20 150 MM GATE VALVE & BOX | | | 2160 41008 7.000 EA | 1500.00000 10500.00| 3300.00000 23100.00| 918.69000 6430.83 200 MM GATE VALVE & BOX | | | 2170 41010 6.000 EA | 2100.00000 12600.00| 4200.00000 25200.00| 1260.90000 7565.40 250 MM GATE VALVE & BOX | | | 2180 41012 1.000 EA | 2300.00000 2300.00| 4900.00000 4900.00| 1552.65000 1552.65 300 MM GATE VALVE & BOX | | | 2190 41018 2.000 EA | 3000.00000 6000.00| 7200.00000 14400.00| 2361.57000 4723.14 400 MM BUTTERFLY VALVE & BOX | | | 2200 41030 2.000 EA | 5400.00000 10800.00| 9900.00000 19800.00| 6866.58000 13733.16 600 MM BUTTERFLY VALVE & BOX | | | 2210 41104 4.000 EA | 340.00000 1360.00| 1000.00000 4000.00| 52.35000 209.40 ADJUST EXIST. VALVE BOX | | | 2220 41405 1.000 EA | 5400.00000 5400.00| 5700.00000 5700.00| 4748.82000 4748.82 300 MM X 200 MM TAP. SLEEVE VALVE & BOX | | | 2230 41820 4.000 EA | 2900.00000 11600.00| 3400.00000 13600.00| 1861.21000 7444.84 FIRE HYDRANT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -14 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2240 41840 13.000 EA | 1600.00000 20800.00| 3800.00000 49400.00| 458.41000 5959.33 50 MM AIR RELEASE VALVE & BOX | | | 2250 41970 11.000 EA | 280.00000 3080.00| 630.00000 6930.00| 401.22000 4413.42 18 MM WATER METER & BOX | | | 2260 41982 2.000 EA | 6000.00000 12000.00| 11500.00000 23000.00| 17908.15000 35816.30 NS WATER FACILITIES WATER FACILITIES | | | WATER METER VAULT | | | 2270 42044 12.000 M | 290.00000 3480.00| 340.00000 4080.00| 326.58000 3918.96 100 MM SAN. SERVICE LATERAL CONNECTION | | | 2280 42064 97.000 M | 150.00000 14550.00| 290.00000 28130.00| 251.49000 24394.53 150 MM SAN. SERVICE LATERAL CONNECTION | | | 2290 42082 39.000 M | 290.00000 11310.00| 290.00000 11310.00| 242.58000 9460.62 200 MM DI SAN. SEWER PIPE | | | 2300 42102 248.000 M | 300.00000 74400.00| 310.00000 76880.00| 340.15000 84357.20 250 MM DI SAN. SEWER PIPE | | | 2310 42307 510.000 M | 750.00000 382500.00| 770.00000 392700.00| 874.77000 446132.70 750 MM SAN. SEWER FORCE MAIN | | | 2320 42360 346.000 M | 800.00000 276800.00| 820.00000 283720.00| 1218.93000 421749.78 900 MM SAN. SEWER PIPE | | | 2330 42495 14.000 EA | 5600.00000 78400.00| 6900.00000 96600.00| 8707.47000 121904.58 750 MM BEND FORCE MAIN | | | 2340 42708 5.000 M | 1700.00000 8500.00| 2100.00000 10500.00| 3183.80000 15919.00 200 MM SAN. DROP CONNECTION | | | 2350 42710 6.000 M | 1700.00000 10200.00| 1800.00000 10800.00| 3402.25000 20413.50 250 MM SAN. DROP CONNECTION | | | 2360 42755 49.000 M | 1700.00000 83300.00| 1500.00000 73500.00| 1281.12000 62774.88 SANITARY SEWER MANHOLE | | | 2370 42758 7.000 EA | 740.00000 5180.00| 1700.00000 11900.00| 858.28000 6007.96 MANHOLE FRAME & COVER WF & C-1 | | | 2380 42764 9.000 EA | 740.00000 6660.00| 1700.00000 15300.00| 858.28000 7724.52 MANHOLE FRAME & COVER F&C-1 | | | 2390 42765 6.000 EA | 780.00000 4680.00| 1000.00000 6000.00| 291.19000 1747.14 ADJUST EXIST FRAME & COVER | | | 2400 42792 3.000 EA | 1800.00000 5400.00| 3800.00000 11400.00| 2679.21000 8037.63 50 MM AIR RELEASE VALVE & MANHOLE FM | | | 2410 42845 1.000 EA | 760.00000 760.00| 2400.00000 2400.00| 909.39000 909.39 100 MM SEWER CLEANOUT | | | 2420 42846 2.000 EA | 960.00000 1920.00| 2500.00000 5000.00| 1269.84000 2539.68 150 MM SEWER CLEANOUT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -15 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2430 45120 160.000 M | 615.00000 98400.00| 1100.00000 176000.00| 487.70000 78032.00 NS GAS MAIN GAS MAIN INSTALL 150MM PE | | | GAS MAIN | | | 2440 45120 112.000 M | 450.00000 50400.00| 970.00000 108640.00| 487.70000 54622.40 NS GAS MAIN GAS MAIN INSTALL 150MM PE | | | GAS MAIN VIA HDD | | | 2450 45120 12.000 M | 1300.00000 15600.00| 1800.00000 21600.00| 256.06000 3072.72 NS GAS MAIN GAS MAIN INSTALL 30MM PE | | | GAS MAIN | | | 2460 45120 556.000 M | 1010.00000 561560.00| 720.00000 400320.00| 1045.58000 581342.48 NS GAS MAIN GAS MAIN INSTALL 400MM | | | STEEL GAS MAIN | | | 2470 45120 33.000 M | 1000.00000 33000.00| 3100.00000 102300.00| 1045.58000 34504.14 NS GAS MAIN GAS MAIN INSTALL 400MM | | | STEEL GAS MAIN VIA HDD | | | 2480 45120 119.000 M | 300.00000 35700.00| 640.00000 76160.00| 154.78000 18418.82 NS GAS MAIN GAS MAIN INSTALL 50MM PE | | | GAS MAIN | | | 2490 45574 61.000 M | 1305.00000 79605.00| 2100.00000 128100.00| 1133.56000 69147.16 450 MM JACKED STEEL ENCASE. PIPE | | | 2500 45582 183.000 M | 550.00000 100650.00| 940.00000 172020.00| 536.28000 98139.24 600 MM STEEL ENCASE. PIPE | | | 2510 45584 23.000 M | 1600.00000 36800.00| 2100.00000 48300.00| 1160.08000 26681.84 600 MM JACKED STEEL ENCASE. PIPE | | | 2520 45592 265.000 M | 610.00000 161650.00| 1000.00000 265000.00| 655.54000 173718.10 750 MM STEEL ENCASE. PIPE | | | 2530 45612 231.000 M | 920.00000 212520.00| 1300.00000 300300.00| 984.63000 227449.53 1050 MM STEEL ENCASE. PIPE | | | 2540 45614 71.000 M | 2200.00000 156200.00| 3000.00000 213000.00| 1800.00000 127800.00 1050 MM JACKED STEEL ENCASE. PIPE | | | 2550 45622 72.000 M | 1100.00000 79200.00| 1800.00000 129600.00| 992.69000 71473.68 1200 MM STEEL ENCASE PIPE | | | 2560 45624 20.000 M | 3000.00000 60000.00| 5700.00000 114000.00| 2001.27000 40025.40 1200 MM JACKED STEEL ENCASE. PIPE | | | 2570 49005 LUMP| 3700.00000 3700.00| 28300.00000 28300.00| 1092.49000 1092.49 NS SANITARY SEWER SANITARY SEWER | | | PRIVATE PLUMBING TURNAROUND | | | 2580 50108 57.000 SQ M| 400.00000 22800.00| 160.00000 9120.00| 341.47000 19463.79 SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -16 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2590 50759 1.000 EA | 68.00000 68.00| 1100.00000 1100.00| 1916.53000 1916.53 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 2600 50860 1.000 EA | 44.00000 44.00| 1100.00000 1100.00| 870.69000 870.69 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 2610 50900 53.000 M | 270.00000 14310.00| 170.00000 9010.00| 102.06000 5409.18 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGN POST 50MM X 50MM | | | 2620 50900 121.000 M | 320.00000 38720.00| 190.00000 22990.00| 127.27000 15399.67 NS TRAFFIC SIGN TRAFFIC SIGN SQUARE | | | TUBE STEEL SIGN POST 63MM X 63MM | | | 2630 51030 5.000 EA | 16300.00000 81500.00| 15700.00000 78500.00| 16996.07000 84980.35 CONTROLLER | | | 2640 51137 1.000 EA | 690.00000 690.00| 660.00000 660.00| 1133.07000 1133.07 INSTALL CONTROLLER | | | 2650 51184 213.000 EA | 190.00000 40470.00| 180.00000 38340.00| 198.29000 42235.77 TRAFFIC SIGNAL HEAD SECTION 305 MM LED | | | 2660 51210 2.000 EA | 610.00000 1220.00| 590.00000 1180.00| 566.54000 1133.08 PEDESTAL POLE PF-2 3 M | | | 2670 51234 48.000 CU M| 1500.00000 72000.00| 1400.00000 67200.00| 1586.30000 76142.40 CONC. FOUND. SIGNAL POLE | | | 2680 51240 2.000 EA | 760.00000 1520.00| 730.00000 1460.00| 566.54000 1133.08 CONCRETE FOUNDATION PF-2 | | | 2690 51248 6.000 EA | 1400.00000 8400.00| 1400.00000 8400.00| 1246.38000 7478.28 NS CONC. FOUNDATION CONC. FOUNDATION | | | CF-4 | | | 2700 51402 1.000 EA | 5500.00000 5500.00| 5300.00000 5300.00| 5212.12000 5212.12 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 12 M | | | 2710 51414 1.000 EA | 8800.00000 8800.00| 8500.00000 8500.00| 7818.18000 7818.18 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 16 M | | | 2720 51418 2.000 EA | 8800.00000 17600.00| 8500.00000 17000.00| 7818.19000 15636.38 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 17 M | | | 2730 51422 1.000 EA | 9000.00000 9000.00| 8600.00000 8600.00| 7818.18000 7818.18 SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 18.5 M | | | 2740 51470 11.000 EA | 1300.00000 14300.00| 1300.00000 14300.00| 1246.38000 13710.18 WOOD POLE CL. 4 13.6 M | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -17 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2750 51597 114.000 M | 2.75000 313.50| 2.70000 307.80| 7.93000 904.02 8/2 CONDUCTOR CABLE | | | 2760 51601 1096.000 M | 2.50000 2740.00| 2.50000 2740.00| 5.67000 6214.32 14/3 CONDUCTOR CABLE | | | 2770 51603 460.000 M | 3.75000 1725.00| 3.60000 1656.00| 5.95000 2737.00 14/5 CONDUCTOR CABLE | | | 2780 51607 1974.000 M | 3.75000 7402.50| 3.70000 7303.80| 6.80000 13423.20 14/7 CONDUCTOR CABLE | | | 2790 51609 571.000 M | 4.50000 2569.50| 4.30000 2455.30| 7.76000 4430.96 14/9 CONDUCTOR CABLE | | | 2800 51614 2154.000 M | 4.00000 8616.00| 3.80000 8185.20| 7.37000 15874.98 NS CONDUCTOR CABLE CONDUCTOR CABLE 12 | | | SINGLE MODE FIBER OPTIC CABLE | | | 2810 51614 1422.000 M | 2.25000 3199.50| 2.20000 3128.40| 4.53000 6441.66 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | CONDUCTOR CABLE | | | 2820 51614 1422.000 M | 4.00000 5688.00| 3.90000 5545.80| 4.53000 6441.66 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL CABLE | | | 2830 51614 2003.000 M | 1.00000 2003.00| 0.85000 1702.55| 1.98000 3965.94 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | REMOVE-DISPOSE FIBER OPTIC CABLE | | | 2840 51614 1497.000 M | 1.25000 1871.25| 1.10000 1646.70| 1.98000 2964.06 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | REMOVE-DISPOSE SPAN WIRE | | | 2850 51728 945.000 M | 11.00000 10395.00| 11.00000 10395.00| 6.80000 6426.00 SPAN WIRE 6.35 MM * | | | 2860 51730 266.000 M | 12.00000 3192.00| 12.00000 3192.00| 4.53000 1204.98 SPAN WIRE 12.7 MM * | | | 2870 51800 11.000 EA | 230.00000 2530.00| 230.00000 2530.00| 266.27000 2928.97 PEDESTRIAN PUSHBUTTON | | | 2880 51824 43.000 EA | 130.00000 5590.00| 120.00000 5160.00| 113.31000 4872.33 HANGER ASSEMBLY SW-1, ONE WAY | | | 2890 51830 24.000 EA | 170.00000 4080.00| 160.00000 3840.00| 226.61000 5438.64 HANGER ASSEMBLY SM-3, ONE WAY | | | 2900 51834 2.000 EA | 160.00000 320.00| 160.00000 320.00| 169.97000 339.94 HANGER ASSEMBLY SMB-2, ONE WAY | | | 2910 51838 9.000 EA | 130.00000 1170.00| 120.00000 1080.00| 113.31000 1019.79 HANGER ASSEMBLY SMB-3, ONE WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -18 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2920 51962 2.000 EA | 270.00000 540.00| 260.00000 520.00| 1133.08000 2266.16 NS RELOCATE RELOCATE EXIST SURVELLANCE | | | CAMERA | | | 2930 51963 1.000 EA | 69.00000 69.00| 67.00000 67.00| 113.31000 113.31 NS REMOVE REMOVE -DISPOSE SPLICE | | | ENCLOSURE | | | 2940 51963 1.000 EA | 1900.00000 1900.00| 1900.00000 1900.00| 1472.98000 1472.98 NS REMOVE REMOVE EXISTING SIGNAL POLE | | | 2950 52000 LUMP| 3700.00000 3700.00| 3600.00000 3600.00| 2832.68000 2832.68 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM EXIST SIGNAL EQUIP | | | GREENBRIER AV | | | 2960 52000 LUMP| 3400.00000 3400.00| 3300.00000 3300.00| 2832.68000 2832.68 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM EXIST SIGNAL EQUIP | | | NORTH GATE RD | | | 2970 52000 LUMP| 3000.00000 3000.00| 2900.00000 2900.00| 1699.60000 1699.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE DETOUR SIGNAL | | | EQUIP INT NO. 1 | | | 2980 52000 LUMP| 2800.00000 2800.00| 2700.00000 2700.00| 1699.60000 1699.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE DETOUR SIGNAL | | | EQUIP INT NO. 2 | | | 2990 52000 LUMP| 3400.00000 3400.00| 3300.00000 3300.00| 1699.60000 1699.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE DETOUR SIGNAL | | | EQUIP INT NO. 3 | | | 3000 52000 LUMP| 2400.00000 2400.00| 2300.00000 2300.00| 1699.60000 1699.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE DETOUR SIGNAL | | | EQUIP INT NO. 4 | | | 3010 52001 564.000 M | 3.25000 1833.00| 3.20000 1804.80| 6.80000 3835.20 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPT | | | DETECTOR CABLE | | | 3020 52002 1.000 EA | 5000.00000 5000.00| 4800.00000 4800.00| 5665.37000 5665.37 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPT | | | 2-WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -19 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3030 52002 2.000 EA | 7200.00000 14400.00| 7000.00000 14000.00| 6571.82000 13143.64 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPT 3 | | | WAY | | | 3040 52002 12.000 EA | 600.00000 7200.00| 580.00000 6960.00| 634.52000 7614.24 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PEDESTRIAN SIGNAL HEAD | | | SP-9 | | | 3050 52002 2.000 EA | 9000.00000 18000.00| 8700.00000 17400.00| 8271.42000 16542.84 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SIGNAL POLE MP-1 COMB. | | | LUMN. ONE ARM 20M | | | 3060 52002 7.000 EA | 11000.00000 77000.00| 10600.00000 74200.00| 10764.18000 75349.26 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | EQUIPMENT | | | 3070 52002 25.000 EA | 1800.00000 45000.00| 1700.00000 42500.00| 1812.91000 45322.75 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION CAMERA | | | 3080 52004 9.000 CU M| 1400.00000 12600.00| 1400.00000 12600.00| 849.80000 7648.20 NS TRAFFIC SIGNAL TRAFFIC SIGNAL | | | CONCRETE FOUND. CAMERA POLE | | | 3090 52424 4.000 EA | 830.00000 3320.00| 800.00000 3200.00| 1133.07000 4532.28 ELECTRICAL SERVICE SE-3 TYPE A | | | 3100 52425 2.000 EA | 800.00000 1600.00| 770.00000 1540.00| 1133.08000 2266.16 ELECTRICAL SERVICE SE-3 TYPE B | | | 3110 54032 10820.000 M | 1.25000 13525.00| 1.30000 14066.00| 1.52000 16446.40 TYPE B CLASS I PAVE. LINE MARKING 100 M | | | 3120 54034 925.000 M | 1.75000 1618.75| 1.90000 1757.50| 2.25000 2081.25 TYPE B CLASS I PAVE. LINE MARKING 150 M | | | 3130 54040 326.000 M | 4.50000 1467.00| 4.60000 1499.60| 7.73000 2519.98 TYPE B CLASS I PAVE. LINE MARKING 300 M | | | 3140 54042 248.000 M | 8.80000 2182.40| 9.20000 2281.60| 14.23000 3529.04 TYPE B CLASS I PAVE. LINE MARKING 600 M | | | 3150 54105 1439.000 M | 1.50000 2158.50| 1.60000 2302.40| 2.44000 3511.16 ERADICATION OF EXIST. PAVEMENT MARKING | | | 3160 54217 923.000 EA | 23.00000 21229.00| 24.00000 22152.00| 25.17000 23231.91 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 3170 54240 195.000 EA | 5.40000 1053.00| 5.60000 1092.00| 7.19000 1402.05 TEMP. PAVE. MARKER 1 WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -20 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3180 54242 301.000 EA | 5.40000 1625.40| 5.60000 1685.60| 7.42000 2233.42 TEMP. PAVE. MARKER 2 WAY | | | 3190 54250 10.000 EA | 48.00000 480.00| 50.00000 500.00| 103.39000 1033.90 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 3200 54254 10.000 EA | 70.00000 700.00| 73.00000 730.00| 159.59000 1595.90 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 3210 54300 22.000 EA | 70.00000 1540.00| 73.00000 1606.00| 69.68000 1532.96 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 3220 54400 12.000 EA | 91.00000 1092.00| 95.00000 1140.00| 275.34000 3304.08 PAVEMENT MESSAGE MARK. "ONLY" | | | 3230 54404 2.000 EA | 270.00000 540.00| 280.00000 560.00| 410.21000 820.42 PAVE. MESSAGE MARK. R/R CROSSING | | | 3240 54422 12.000 EA | 130.00000 1560.00| 140.00000 1680.00| 236.01000 2832.12 CONSTR. P.M. TY. D R/R CROSSING | | | 3250 54424 48.000 EA | 32.00000 1536.00| 34.00000 1632.00| 74.17000 3560.16 CONSTR. P.M. TY. D ELONG. ARROW | | | 3260 54510 6850.000 M | 3.00000 20550.00| 3.20000 21920.00| 3.48000 23838.00 CONSTR.PAVE.MARK. (TY.D,CL.I)100 MM | | | 3270 54518 189.000 M | 9.30000 1757.70| 9.70000 1833.30| 8.63000 1631.07 CONSTR.PAVE.MARK. (TY.D,CL.I)300 MM | | | 3280 54522 615.000 M | 18.50000 11377.50| 19.00000 11685.00| 16.75000 10301.25 CONSTR.PAVE.MARK. (TY.D,CL.I)600 MM | | | 3290 54526 24.000 EA | 70.00000 1680.00| 73.00000 1752.00| 207.91000 4989.84 NS CONSTR.P.M.TY.D CONSTR.PAVE.MARK.TY. | | | D "ONLY" | | | 3300 55080 198.000 M | 2.75000 544.50| 2.70000 534.60| 9.06000 1793.88 8 CONDUCTOR CABLE | | | 3310 55172 16.000 EA | 1900.00000 30400.00| 1800.00000 28800.00| 2266.14000 36258.24 LIGHTING POLE LP-1 10.5 M - 3.5 M | | | 3320 55345 2.000 EA | 1200.00000 2400.00| 1200.00000 2400.00| 1359.68000 2719.36 ELECT. SERVICE SE-7 TYPE B | | | 3330 55516 4.000 EA | 540.00000 2160.00| 520.00000 2080.00| 963.11000 3852.44 LUMINAIRE 150 WATT H.P.S. UNDERBRIDGE | | | 3340 56014 40.000 EA | 120.00000 4800.00| 120.00000 4800.00| 73.65000 2946.00 ELECT. SER. GRD. ELECTRODE(3M) | | | 3350 56025 99.000 M | 90.00000 8910.00| 86.00000 8514.00| 79.32000 7852.68 NS METAL CONDUIT METAL CONDUIT 150MM | | | PIPE SLEEVE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -21 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3360 56030 959.000 M | 7.90000 7576.10| 7.60000 7288.40| 26.06000 24991.54 50 MM CONDUIT | | | 3370 56032 447.000 M | 20.00000 8940.00| 19.00000 8493.00| 28.33000 12663.51 50 MM METAL CONDUIT | | | 3380 56034 96.000 M | 14.50000 1392.00| 14.00000 1344.00| 30.59000 2936.64 80 MM CONDUIT | | | 3390 56036 156.000 M | 42.00000 6552.00| 41.00000 6396.00| 33.99000 5302.44 80 MM METAL CONDUIT | | | 3400 56040 239.000 M | 90.00000 21510.00| 87.00000 20793.00| 56.65000 13539.35 100 MM METAL CONDUIT | | | 3410 56052 59.000 M | 98.00000 5782.00| 94.00000 5546.00| 62.32000 3676.88 BORED CONDUIT 100 MM | | | 3420 56200 1410.000 M | 13.00000 18330.00| 13.00000 18330.00| 11.16000 15735.60 TRENCH EXCAVATION ECI-1 | | | 3430 56205 9.000 EA | 810.00000 7290.00| 780.00000 7020.00| 736.50000 6628.50 TEST BORE | | | 3440 59000 4.000 EA | 830.00000 3320.00| 800.00000 3200.00| 509.89000 2039.56 NS LIGHTING LIGHTING JUNCTION BOX JB-2C | | | 3450 59000 18.000 EA | 890.00000 16020.00| 860.00000 15480.00| 566.54000 10197.72 NS LIGHTING LIGHTING JUNCTION BOX JB-3C | | | 3460 59000 22.000 EA | 1000.00000 22000.00| 990.00000 21780.00| 623.19000 13710.18 NS LIGHTING LIGHTING JUNCTION BOX JB-5C | | | 3470 59000 4.000 EA | 510.00000 2040.00| 490.00000 1960.00| 396.58000 1586.32 NS LIGHTING LIGHTING LUMINAIRE ARM 3.5M | | | 3480 59050 2.000 EA | 4000.00000 8000.00| 3800.00000 7600.00| 3625.84000 7251.68 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CAMERA POLE, 14M | | | 3490 59050 41.000 EA | 40.00000 1640.00| 39.00000 1599.00| 23.79000 975.39 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC PIG TAIL | | | 3500 59050 181.000 EA | 75.00000 13575.00| 72.00000 13032.00| 30.59000 5536.79 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC SPLICE | | | 3510 59050 2.000 EA | 540.00000 1080.00| 520.00000 1040.00| 1019.77000 2039.54 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC SPLICE ENCLOSURE | | | 3520 59050 2.000 EA | 340.00000 680.00| 330.00000 660.00| 1699.61000 3399.22 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. INSTALL CCTV | | | SURVELLANCE CAMERA | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -22 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3530 60120 68450.000 CU M| 65.00000 4449250.00| 55.00000 3764750.00| 101.92000 6976424.00 STRUCTURE EXCAVATION | | | 3540 60404 1350.000 CU M| 400.00000 540000.00| 600.00000 810000.00| 478.61000 646123.50 CONCRETE CLASS 30 | | | 3550 60405 11014.000 CU M| 340.00000 3744760.00| 365.00000 4020110.00| 444.43000 4894952.02 CONCRETE CLASS 25 | | | 3560 60490 448.000 SQ M| 4.75000 2128.00| 13.00000 5824.00| 13.67000 6124.16 BRIDGE DECK GROOVING | | | 3570 61247 7.000 EA | 39100.00000 273700.00| 35900.00000 251300.00| 47861.20000 335028.40 PREST.CONC.BEAM,BULB-T 1549 MM DEPTH | | | +34M-37M | | | 3580 61700 480080.000 KG | 1.12000 537689.60| 1.80000 864144.00| 1.94000 931355.20 REINF. STEEL | | | 3590 61705 147765.000 KG | 1.26000 186183.90| 1.80000 265977.00| 2.05000 302918.25 EPOXY COATED REINF. STEEL | | | 3600 61811 177600.000 LS | 1000000.00000 1000000.00| 888000.00000 888000.00| 700000.00000 700000.00 STR.STEEL PLATE GIRDER ASTM A709M GRADE | | | 345 | | | 3610 62010 70.000 M | 400.00000 28000.00| 620.00000 43400.00| 581.17000 40681.90 CONCRETE PARAPET | | | 3620 62491 36.000 M | 1800.00000 64800.00| 2100.00000 75600.00| 2250.62000 81022.32 ELASTOMERIC EXPANSION DAM O MM -51 MM | | | 3630 62501 14.000 M | 69.00000 966.00| 200.00000 2800.00| 153.84000 2153.76 PREFORMED ELASTOMERIC JOINT SEALER 51 M | | | 3640 62502 14.000 M | 94.00000 1316.00| 210.00000 2940.00| 167.51000 2345.14 PREFORMED ELASTOMERIC JOINT SEALER 63 M | | | 3650 62536 LUMP| 42300.00000 42300.00| 89700.00000 89700.00| 125350.75000 125350.75 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BRIDGE CONDUIT SYSTEM | | | 3660 64101 15.000 EA | 28200.00000 423000.00| 7400.00000 111000.00| 2857.98000 42869.70 DYNAMIC PILE TEST (FRICTION PILES) | | | 3670 64412 22252.000 M | 75.00000 1668900.00| 70.00000 1557640.00| 76.35000 1698940.20 PRESTR. CONCRETE PILES 300 MM | | | 3680 64808 346.000 M | 230.00000 79580.00| 210.00000 72660.00| 173.21000 59930.66 DRIVING TEST FOR 300 MM PRESTR. CONC. | | | PILE | | | 3690 65015 2890.000 CU M| 350.00000 1011500.00| 480.00000 1387200.00| 364.66000 1053867.40 CONCRETE CLASS 25 | | | 3700 65200 86235.000 KG | 1.00000 86235.00| 1.50000 129352.50| 1.60000 137976.00 REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -23 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3710 65205 55540.000 KG | 1.25000 69425.00| 1.80000 99972.00| 2.05000 113857.00 EPOXY COATED REINF. STEEL | | | 3720 65700 10.000 M | 440.00000 4400.00| 620.00000 6200.00| 706.52000 7065.20 CONCRETE PARAPET | | | 3730 65720 22.000 M | 720.00000 15840.00| 630.00000 13860.00| 891.13000 19604.86 NS PARAPET PARAPET DECORATIVE | | | 3740 66922 1488.000 SQ M| 45.00000 66960.00| 41.00000 61008.00| 68.37000 101734.56 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE WATERPROOFING TYPE I | | | 3750 66922 1601.000 SQ M| 19.00000 30419.00| 79.00000 126479.00| 10.00000 16010.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE WATERPROOFING TYPE II | | | 3760 67090 69.000 M | 55.00000 3795.00| 58.00000 4002.00| 56.61000 3906.09 NS PEDESTRIAN FENCE PEDESTRIAN FENCE | | | 1029 MM | | | 3770 67090 661.000 M | 56.00000 37016.00| 59.00000 38999.00| 57.71000 38146.31 NS PEDESTRIAN FENCE PEDESTRIAN FENCE | | | 1245 MM | | | 3780 67400 LUMP| 68800.00000 68800.00| 111000.00000 111000.00| 175000.00000 175000.00 DECK DRAINAGE SYSTEM | | | 3790 67905 11430.000 SQ M| 44.00000 502920.00| 41.00000 468630.00| 68.37000 781469.10 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATERPROOFING TYPE I | | | 3800 67905 3068.000 SQ M| 21.00000 64428.00| 83.00000 254644.00| 34.19000 104894.92 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATERPROOFING TYPE II | | | 3810 68011 631.000 M | 420.00000 265020.00| 720.00000 454320.00| 706.52000 445814.12 NS PARAPET PARAPET DECORATIVE CONCRETE | | | 3820 69007 55.000 CU M| 270.00000 14850.00| 220.00000 12100.00| 284.89000 15668.95 FLOWABLE BACKFILL | | | 3830 69011 4200.000 CU M| 270.00000 1134000.00| 35.00000 147000.00| 109.92000 461664.00 STRUCTURE EXCAVATION | | | 3840 70000 LUMP| 540.00000 540.00| 720.00000 720.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 006, (D7) | | | 3850 70000 LUMP| 1100.00000 1100.00| 720.00000 720.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 006, (D9) | | | 3860 70000 LUMP| 2100.00000 2100.00| 8300.00000 8300.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 007, (D13) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B26 -24 TABULATION OF BIDS CALL ORDER : B26 CONTRACT ID : C00014672C01 COUNTIES : NORFOLK LETTING DATE : 04/29/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) T009 |( 3 ) W488 |AMERICAN INFRASTRUCTURE-VA, |SKANSKA USA CIVIL SOUTHEAST |E. V. WILLIAMS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3870 70000 LUMP| 540.00000 540.00| 890.00000 890.00| 1.00000 1.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 009, (D23) | | | 3880 70200 LUMP| 210.00000 210.00| 1100.00000 1100.00| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 001 | | | 3890 70200 LUMP| 210.00000 210.00| 2800.00000 2800.00| 1.00000 1.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 011 | | | SECTION TOTALS | $ 38,244,957.85| $ 42,208,197.15| $ 43,762,292.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,244,957.85| $ 42,208,197.15| $ 43,762,292.84 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C07 -1 TABULATION OF BIDS CALL ORDER : C07 CONTRACT ID : C00089363P01 COUNTIES : RUSSELL LETTING DATE : 04/29/09 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/13/09 COMPLETION DATE PROJECT(S) : WS1A-083-F09,P401 FED # NONE CONTRACT DESCRIPTION: TRENCH WIDENING VARIOUS LOCATIONS ON RTES. 19 & 58 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 415,620.46 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16242 894.000 TON | 15.97000 14277.18| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16350 1118.000 TON | 98.40000 110011.20| | ASPHALT CONCRETE TY. SM-12.5A | | | 0030 16395 2236.000 TON | 80.47000 179930.92| | ASPH. CONC. TY. BM-25.0A (T) | | | 0040 16388 121968.000 SY | 0.75000 91476.00| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0050 27415 7.000 EA | 0.01000 0.07| | CHECK DAM(ROCK) TY. II | | | 0060 27430 379.000 CY | 0.01000 3.79| | SILTATION CONTROL EXCAVATION | | | 0070 27506 2230.000 LF | 0.01000 22.30| | TEMP. FILTER BARRIER | | | 0080 54034 26532.000 LF | 0.75000 19899.00| | TYPE B CLASS I PAVE. LINE MARKING 6" | | | SECTION TOTALS | $ 415,620.46| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,620.46| $ 0.00| $ ====================================================================================================================================