BID TABULATIONS FEBRUARY 22, 2012 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 227 -1 TABULATION OF BIDS CALL ORDER : 227 CONTRACT ID : C000102536N01 COUNTIES : ROANOKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 05/31/12 COMPLETION DATE PROJECT(S) : (NFO)PM22-080-813, P401 FED # STP-PM02(236) CONTRACT DESCRIPTION: RESURFACING - SECONDARY, ROANOKE COUNTY FROM: 0.01 MILES WEST RTE. 1960 TO: 0.01 MILES EAST LEFFEL ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 405,781.43 100.0000% 2 S055 L. H. SAWYER PAVING CO., INC. $ 411,893.88 101.5063% ==================================================================================================================================== |( 1 ) A006 |( 2 ) S055 |( ) |ADAMS CONSTRUCTION COMPANY |L. H. SAWYER PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 16242 283.140 TON | 41.41000 11724.83| 20.12000 5696.78| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0020 16340 2948.030 TON | 87.59000 258217.95| 88.96000 262256.75| ASPHALT CONCRETE TY. SM-9.5D | | | 0030 16342 820.000 TON | 96.00000 78720.00| 97.84000 80228.80| ASPH. CONC. TY. SM-9.5DSL (SPOT LEVEL) | | | 0040 16516 1220.270 SY | 7.06000 8615.11| 9.93000 12117.28| FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0050 16522 1126.400 SY | 7.66000 8628.22| 9.93000 11185.15| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 24265 LUMP| 15877.69000 15877.69| 18360.00000 18360.00| NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0070 54020 40263.000 LF | 0.37000 14897.31| 0.24000 9663.12| TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54042 21.000 LF | 22.58000 474.18| 15.40000 323.40| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0090 54106 786.000 SF | 4.99000 3922.14| 6.60000 5187.60| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 227 -2 TABULATION OF BIDS CALL ORDER : 227 CONTRACT ID : C000102536N01 COUNTIES : ROANOKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( 2 ) S055 |( ) |ADAMS CONSTRUCTION COMPANY |L. H. SAWYER PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54300 9.000 EA | 346.50000 3118.50| 275.00000 2475.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0110 54401 2.000 EA | 792.75000 1585.50| 2200.00000 4400.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 405,781.43| $ 411,893.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 405,781.43| $ 411,893.88| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 911 -1 TABULATION OF BIDS CALL ORDER : 911 CONTRACT ID : CM912PMV102435 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM9V-96A-125,N501 FED # STP-PM09(282) CONTRACT DESCRIPTION: MILL AND PAVE VARIOUS SECONDARY ROUTES FAIRFAX COUNTY VARIOUS NOVA FAIRFAX COUNTY SECONDARY LOCATIONS VARIOUS NOVA FAIRFAX COUNTY SECONDARY LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 5,106,561.89 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 6,223,658.80 121.8757% 3 B042 JULIUS BRANSCOME, INC. $ 9,342,972.57 182.9601% ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13315 12.000 EA | 1000.00000 12000.00| 1200.00000 14400.00| 1050.00000 12600.00 GUARDRAIL TERMINAL GR-11 | | | 0020 13320 1850.000 LF | 19.20000 35520.00| 24.00000 44400.00| 20.16000 37296.00 GUARDRAIL GR-2 | | | 0030 13345 1.000 EA | 2450.00000 2450.00| 3100.00000 3100.00| 2572.50000 2572.50 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0040 13346 8.000 EA | 150.00000 1200.00| 190.00000 1520.00| 157.50000 1260.00 REMOVE GR-7 TERMINAL | | | 0050 13349 1.000 EA | 900.00000 900.00| 1100.00000 1100.00| 945.00000 945.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0060 13392 3.000 EA | 2250.00000 6750.00| 2800.00000 8400.00| 2362.50000 7087.50 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0070 13393 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00| 1050.00000 2100.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0080 13401 9.000 EA | 800.00000 7200.00| 1000.00000 9000.00| 840.00000 7560.00 NS GUARDRAIL GUARDRAIL REUSE EXIST | | | GR-FOA TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 911 -2 TABULATION OF BIDS CALL ORDER : 911 CONTRACT ID : CM912PMV102435 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13401 6.000 EA | 1200.00000 7200.00| 1500.00000 9000.00| 1260.00000 7560.00 NS GUARDRAIL GUARDRAIL REUSE EXIST | | | GR-FOA TY. II | | | 0100 16242 3030.000 TON | 37.60000 113928.00| 30.00000 90900.00| 32.00000 96960.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0110 16387 55440.000 LF | 1.20000 66528.00| 2.00000 110880.00| 5.00000 277200.00 MACHINE SHOULDERS | | | 0115 16402 14891.350 TON | 96.50000 1437015.28| 110.00000 1638048.50| 110.00000 1638048.50 STONE MATRIX ASPHALT SMA-12.5(70-22) | | | 0120 16403 22406.900 TON | 97.50000 2184672.75| 110.00000 2464759.00| 120.00000 2688828.00 STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0130 16504 5161.200 TON | 83.00000 428379.60| 70.00000 361284.00| 120.00000 619344.00 SURF. PREPARATION & RESTORATION TYPE II | | | 0140 16517 44633.600 SY | 2.50000 111584.00| 2.65000 118279.04| 10.00000 446336.00 FLEXIBLE PAVE. TIE-IN PLANING ABOVE 2" | | | - 4" | | | 0150 16523 262017.070 SY | 1.00000 262017.07| 2.30000 602639.26| 10.00000 2620170.70 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0160 24265 LUMP| 65000.00000 65000.00| 300000.00000 300000.00| 500000.00000 500000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0170 24601 7714.000 LF | 1.15000 8871.10| 1.40000 10799.60| 1.21000 9333.94 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-11 TERMINAL AND | | | GR-2 | | | 0180 24615 26.000 LF | 1000.00000 26000.00| 1200.00000 31200.00| 1050.00000 27300.00 NS REUSE GUARDRAIL TERMINAL GR-6 REUSE | | | GUARDRAIL TERMINAL GR-6 .... | | | 0190 24616 9.000 EA | 1000.00000 9000.00| 1200.00000 10800.00| 1050.00000 9450.00 NS REUSE GUARDRAIL TERMINAL GR-7 REUSE | | | GR TERMINAL GR-7 AND GR-9 | | | 0200 24617 7438.000 LF | 10.15000 75495.70| 12.00000 89256.00| 10.66000 79289.08 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | EXIST GR-11 TER AND GR-2 | | | 0210 24702 2.000 EA | 100.00000 200.00| 110.00000 220.00| 105.00000 210.00 NS REMOVE EXIST. REMOVE EXIST GR-9 | | | TERMINAL | | | 0220 24702 5.000 EA | 100.00000 500.00| 110.00000 550.00| 105.00000 525.00 NS REMOVE EXIST. REMOVE EXIST GR-FOA TY | | | I / TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 911 -3 TABULATION OF BIDS CALL ORDER : 911 CONTRACT ID : CM912PMV102435 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 24703 26.000 LF | 3.00000 78.00| 3.50000 91.00| 3.15000 81.90 NS REMOVE EXIST REMOVE EXIST. GR-6 | | | TERMINAL | | | 0240 51615 32364.000 LF | 0.20000 6472.80| 0.50000 16182.00| 0.21000 6796.44 14/1 ENCLOSED COND. CABLE | | | 0250 51912 9900.000 LF | 5.00000 49500.00| 6.00000 59400.00| 4.99000 49401.00 SAW CUT 3/8" | | | 0260 51913 2095.000 LF | 16.40000 34358.00| 20.00000 41900.00| 16.96000 35531.20 SAWCUT 5/8" | | | 0270 54034 3059.000 LF | 0.95000 2906.05| 1.00000 3059.00| 1.00000 3059.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0280 54040 120.000 LF | 4.10000 492.00| 4.50000 540.00| 4.31000 517.20 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0290 54042 3578.000 LF | 5.80000 20752.40| 6.00000 21468.00| 6.09000 21790.02 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0300 54049 120882.000 LF | 0.49000 59232.18| 0.65000 78573.30| 0.51000 61649.82 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0310 54051 12644.000 LF | 0.66000 8345.04| 0.80000 10115.20| 0.69000 8724.36 TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0320 54217 1860.000 EA | 21.90000 40734.00| 25.00000 46500.00| 23.00000 42780.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0330 54300 95.000 EA | 88.00000 8360.00| 100.00000 9500.00| 92.40000 8778.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0340 54310 10.000 EA | 112.00000 1120.00| 125.00000 1250.00| 117.60000 1176.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0350 54400 8.000 EA | 290.00000 2320.00| 325.00000 2600.00| 304.50000 2436.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0360 54402 2.000 EA | 210.00000 420.00| 300.00000 600.00| 220.50000 441.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING MERGE ARROW | | | 0370 54550 70249.000 LF | 0.08000 5619.92| 0.10000 7024.90| 0.09000 6322.41 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0380 56022 480.000 LF | 3.00000 1440.00| 4.00000 1920.00| 3.15000 1512.00 1" METAL CONDUIT | | | SECTION TOTALS | $ 5,106,561.89| $ 6,223,658.80| $ 9,342,972.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,106,561.89| $ 6,223,658.80| $ 9,342,972.57 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 914 -1 TABULATION OF BIDS CALL ORDER : 914 CONTRACT ID : CM911PMD99187 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/03/12 COMPLETION DATE PROJECT(S) : (NFO)PM09-029-941,N501 FED # STP-PM09(273) CONTRACT DESCRIPTION: PLANT MIX SCHEDULE (FAIRFAX) FROM: VARIOUS FAIRFAX COUNTY LOCATIONS TO: VARIOUS FAIRFAX COUNTY LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S066 SUPERIOR PAVING CORPORATION $ 10,803,643.46 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 11,918,075.01 110.3153% 3 B042 JULIUS BRANSCOME, INC. $ 12,798,274.61 118.4626% ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 13315 3.000 EA | 1000.00000 3000.00| 1100.00000 3300.00| 1030.00000 3090.00 GUARDRAIL TERMINAL GR-11 | | | 0020 13346 10.000 EA | 150.00000 1500.00| 155.00000 1550.00| 154.50000 1545.00 REMOVE GR-7 TERMINAL | | | 0030 13400 38.000 LF | 12.00000 456.00| 12.50000 475.00| 12.36000 469.68 NS GUARDRAIL GUARDRAIL REUSE GR-2A | | | 0040 13401 1.000 EA | 5000.00000 5000.00| 5100.00000 5100.00| 5150.00000 5150.00 NS GUARDRAIL GUARDRAIL REUSE BULL NOSE | | | 0050 13401 16.000 EA | 1500.00000 24000.00| 1600.00000 25600.00| 1545.00000 24720.00 NS GUARDRAIL GUARDRAIL REUSE GR-FOA TY | | | 0060 13401 17.000 EA | 1000.00000 17000.00| 1100.00000 18700.00| 1030.00000 17510.00 NS GUARDRAIL GUARDRAIL REUSE GR-FOA TY. | | | II | | | 0063 16242 4740.130 TON | 44.00000 208565.72| 40.00000 189605.20| 32.00000 151684.16 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0066 16387 105494.400 LF | 1.00000 105494.40| 2.75000 290109.60| 5.00000 527472.00 MACHINE SHOULDERS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 914 -2 TABULATION OF BIDS CALL ORDER : 914 CONTRACT ID : CM911PMD99187 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 16402 27920.280 TON | 102.25000 2854848.63| 105.00000 2931629.40| 103.00000 2875788.84 STONE MATRIX ASPHALT SMA-12.5(70-22) | | | 0071 16403 45104.570 TON | 102.00000 4600666.14| 112.00000 5051711.84| 113.00000 5096816.41 STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0080 16504 9022.990 TON | 83.00000 748908.17| 70.00000 631609.30| 85.00000 766954.15 SURF. PREPARATION & RESTORATION TYPE II | | | 0090 16517 17248.000 SY | 3.00000 51744.00| 3.00000 51744.00| 3.50000 60368.00 FLEXIBLE PAVE. TIE-IN PLANING ABOVE 2" | | | - 4" | | | 0100 16523 595507.740 SY | 1.60000 952812.38| 2.25000 1339892.42| 3.50000 2084277.09 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0110 24265 LUMP| 400000.00000 400000.00| 425000.00000 425000.00| 330000.00000 330000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0120 24601 38290.000 LF | 1.00000 38290.00| 1.10000 42119.00| 1.03000 39438.70 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-11 TERMINAL AND GR-2 | | | 0131 24615 39.000 LF | 1000.00000 39000.00| 1100.00000 42900.00| 1030.00000 40170.00 NS REUSE GUARDRAIL TERMINAL GR-6 REUSE | | | GUARDRAIL TERMINAL GR-6 .... | | | 0140 24616 72.000 EA | 1000.00000 72000.00| 1100.00000 79200.00| 1030.00000 74160.00 NS REUSE GUARDRAIL TERMINAL GR-7 REUSE | | | GR TERMINAL GR-7 OR TER. GR-9 | | | 0150 24617 38125.000 LF | 9.00000 343125.00| 10.00000 381250.00| 9.27000 353418.75 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | GR-11 TERMINAL AND GR-2 | | | 0160 24702 36.000 EA | 100.00000 3600.00| 110.00000 3960.00| 103.00000 3708.00 NS REMOVE EXIST. REMOVE EXIST GR-FOA | | | 0170 24702 1.000 EA | 500.00000 500.00| 550.00000 550.00| 515.00000 515.00 NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | BULL NOSE | | | 0180 24702 64.000 EA | 100.00000 6400.00| 110.00000 7040.00| 103.00000 6592.00 NS REMOVE EXIST. REMOVE EXIST TERMINAL | | | GR-9 | | | 0190 24703 39.000 LF | 3.00000 117.00| 3.50000 136.50| 3.09000 120.51 NS REMOVE EXIST REMOVE EXIST. GR-6 | | | TERMINAL | | | 0200 51615 21812.000 LF | 0.20000 4362.40| 0.50000 10906.00| 0.21000 4580.52 14/1 ENCLOSED COND. CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : 914 -3 TABULATION OF BIDS CALL ORDER : 914 CONTRACT ID : CM911PMD99187 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S066 |( 2 ) V160 |( 3 ) B042 |SUPERIOR PAVING CORPORATION |VIRGINIA PAVING CO., DIV. O |JULIUS BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 51912 7116.000 LF | 5.00000 35580.00| 6.00000 42696.00| 4.89000 34797.24 SAW CUT 3/8" | | | 0220 51913 2607.000 LF | 12.40000 32326.80| 14.00000 36498.00| 12.51000 32613.57 SAWCUT 5/8" | | | 0230 54034 503.000 LF | 0.96000 482.88| 1.00000 503.00| 0.99000 497.97 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0240 54042 5398.000 LF | 5.20000 28069.60| 6.00000 32388.00| 5.36000 28933.28 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0250 54049 289401.000 LF | 0.46000 133124.46| 0.55000 159170.55| 0.47000 136018.47 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0260 54050 300.000 LF | 0.66000 198.00| 0.70000 210.00| 0.68000 204.00 TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0270 54051 10751.000 LF | 0.84000 9030.84| 1.00000 10751.00| 0.87000 9353.37 TYPE B CLASS III PAVE. LINE MARKING 8" | | | 0310 54100 360.000 LF | 0.60000 216.00| 1.00000 360.00| 0.62000 223.20 NS PAVEMENT MARKING PAVEMENT MARKING | | | TRANSVERS RUMBLE STRIPS| | | 0320 54217 2670.000 EA | 21.80000 58206.00| 25.00000 66750.00| 22.45000 59941.50 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0330 54300 118.000 EA | 78.00000 9204.00| 90.00000 10620.00| 80.34000 9480.12 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0340 54310 13.000 EA | 110.00000 1430.00| 125.00000 1625.00| 113.30000 1472.90 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0350 54400 6.000 EA | 222.00000 1332.00| 250.00000 1500.00| 228.66000 1371.96 PAVEMENT MESSAGE MARK. "ONLY" | | | 0355 54550 173872.000 LF | 0.07000 12171.04| 0.10000 17387.20| 0.08000 13909.76 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0360 56022 294.000 LF | 3.00000 882.00| 12.00000 3528.00| 3.09000 908.46 1" METAL CONDUIT | | | SECTION TOTALS | $ 10,803,643.46| $ 11,918,075.01| $ 12,798,274.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,803,643.46| $ 11,918,075.01| $ 12,798,274.61 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A02 -1 TABULATION OF BIDS CALL ORDER : A02 CONTRACT ID : C00094993N01 COUNTIES : PRINCE GEORGE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 07/27/12 COMPLETION DATE PROJECT(S) : 0460-074-097, N501 FED # STP-PM04(363) CONTRACT DESCRIPTION: JOINT REPAIR RTE 460 MP 13.47 (0.71 MILES W. OF COUNTY LINE) MP 14.18 (COUNTY LINE) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME INC. $ 996,993.50 100.0000% 2 S021 B. P. SHORT & SON PAVING CO., INC. $ 1,175,925.15 117.9471% 3 C333 CURTIS CONTRACTING, INC. $ 1,258,672.08 126.2468% ==================================================================================================================================== |( 1 ) B850 |( 2 ) S021 |( 3 ) C333 |BRANSCOME INC. |B. P. SHORT & SON PAVING CO |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 10128 200.000 TON | 60.00000 12000.00| 60.00000 12000.00| 47.45000 9490.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0020 10700 3750.000 LF | 2.00000 7500.00| 2.00000 7500.00| 2.18000 8175.00 RUMBLE STRIP, ASPHALT | | | 0030 10701 554.000 SY | 5.00000 2770.00| 7.00000 3878.00| 5.80000 3213.20 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0040 16325 962.000 TON | 100.00000 96200.00| 105.14000 101144.68| 118.30000 113804.60 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SM-12.5(70-28) | | | 0050 16325 2291.000 TON | 120.00000 274920.00| 148.43000 340053.13| 150.77000 345414.07 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SMA-12.5(70-28) | | | 0060 16325 2291.000 TON | 110.00000 252010.00| 138.07000 316318.37| 138.01000 316180.91 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SMA-19.0(70-28) | | | 0070 16325 500.000 TON | 275.00000 137500.00| 368.12000 184060.00| 290.66000 145330.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | IM-19.0D (PATCHING) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A02 -2 TABULATION OF BIDS CALL ORDER : A02 CONTRACT ID : C00094993N01 COUNTIES : PRINCE GEORGE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) S021 |( 3 ) C333 |BRANSCOME INC. |B. P. SHORT & SON PAVING CO |CURTIS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 16522 11663.000 SY | 1.50000 17494.50| 1.77000 20643.51| 2.33000 27174.79 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0100 16523 20827.000 SY | 2.00000 41654.00| 1.98000 41237.46| 4.69000 97678.63 FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0110 24265 LUMP| 90000.00000 90000.00| 59675.00000 59675.00| 146000.00000 146000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .. | | | 0120 24279 3400.000 HR | 3.00000 10200.00| 10.00000 34000.00| 0.25000 850.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0130 54020 7500.000 LF | 0.35000 2625.00| 0.35000 2625.00| 0.44000 3300.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0140 54032 9400.000 LF | 0.80000 7520.00| 0.85000 7990.00| 0.75000 7050.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0150 54217 192.000 EA | 50.00000 9600.00| 50.00000 9600.00| 27.14000 5210.88 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0160 54512 20000.000 LF | 1.40000 28000.00| 1.40000 28000.00| 1.21000 24200.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0170 54552 20000.000 LF | 0.35000 7000.00| 0.36000 7200.00| 0.28000 5600.00 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | SECTION TOTALS | $ 996,993.50| $ 1,175,925.15| $ 1,258,672.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 996,993.50| $ 1,175,925.15| $ 1,258,672.08 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A05 -1 TABULATION OF BIDS CALL ORDER : A05 CONTRACT ID : CM511PHA101451 COUNTIES : NORTHAMPTON LETTING DATE : 02/22/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : (NFO) 0013-065-573, N501 FED # STP-PM05(332) CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIR FROM: 0.02 MILES SOUTH OFROUTE 680 TO: 0.03 MILES NORTH OF ROUTE 641 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 I933 INTERSTATE IMPROVEMENT, INC. $ 563,420.85 100.0000% 2 B850 BRANSCOME INC. $ 567,936.03 100.8014% 3 C044 T. J. CROOKS, INC. $ 718,265.95 127.4830% 4 D048 DENTON CONCRETE SERVICES COMPANY $ 739,831.50 131.3106% 5 C333 CURTIS CONTRACTING, INC. $ 792,462.66 140.6520% ==================================================================================================================================== |( 1 ) I933 |( 2 ) B850 |( 3 ) C044 |INTERSTATE IMPROVEMENT, INC |BRANSCOME INC. |T. J. CROOKS, 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| 25000.00000 25000.00| 44924.01000 44924.01| 102055.00000 102055.00 MOBILIZATION | | | 0020 10121 25.000 TON | 65.00000 1625.00| 135.64000 3391.00| 85.00000 2125.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 20.000 TON | 125.00000 2500.00| 346.90000 6938.00| 120.00000 2400.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15301 650.000 SY | 239.00000 155350.00| 184.55000 119957.50| 189.00000 122850.00 PATCHING CEMENT CONC. PAVE., TYPE I | | | 0050 15302 850.000 SY | 239.00000 203150.00| 181.02000 153867.00| 184.00000 156400.00 PATCHING CEMENT CONC. PAVE., TYPE II | | | 0060 15323 10500.000 LF | 2.50000 26250.00| 1.84000 19320.00| 3.30000 34650.00 SHOULDER JOINT SEAL | | | 0070 15326 5200.000 LF | 3.75000 19500.00| 3.38000 17576.00| 2.40000 12480.00 LONGITUDINAL JOINT SILICONE RESEALING | | | 0080 15328 7680.000 LF | 3.75000 28800.00| 3.22000 24729.60| 2.80000 21504.00 TRANSVERSE JOINT SILICONE RESEALING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A05 -2 TABULATION OF BIDS CALL ORDER : A05 CONTRACT ID : CM511PHA101451 COUNTIES : NORTHAMPTON LETTING DATE : 02/22/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) I933 |( 2 ) B850 |( 3 ) C044 |INTERSTATE IMPROVEMENT, INC |BRANSCOME INC. |T. J. CROOKS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 15350 13333.000 SY | 4.75000 63331.75| 7.66000 102130.78| 9.35000 124663.55 GRINDING CONCRETE PAVEMENT | | | 0100 24160 208.000 SF | 7.95000 1653.60| 30.63000 6371.04| 32.00000 6656.00 CONSTRUCTION SIGNS | | | 0110 24272 2880.000 HR | 1.00000 2880.00| 0.16000 460.80| 18.00000 51840.00 TRUCK MOUNTED ATTENUATOR | | | 0120 24278 10320.000 DAY | 0.25000 2580.00| 1.56000 16099.20| 1.20000 12384.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24281 1440.000 HR | 1.00000 1440.00| 0.07000 100.80| 7.00000 10080.00 ELECTRONIC ARROW | | | 0140 24282 600.000 HR | 8.00000 4800.00| 28.27000 16962.00| 18.00000 10800.00 FLAGGER SERVICE | | | 0150 24289 6880.000 DAY | 0.25000 1720.00| 0.61000 4196.80| 2.00000 13760.00 WARNING LIGHT TY. C | | | 0160 27505 1200.000 LF | 1.00000 1200.00| 4.80000 5760.00| 3.00000 3600.00 TEMP. SILT FENCE | | | 0170 27506 900.000 LF | 1.00000 900.00| 6.00000 5400.00| 3.00000 2700.00 TEMP. FILTER BARRIER | | | 0180 54034 11250.000 LF | 0.75000 8437.50| 1.02000 11475.00| 1.25000 14062.50 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0190 54210 74.000 EA | 45.00000 3330.00| 18.00000 1332.00| 25.00000 1850.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0200 54218 74.000 EA | 45.00000 3330.00| 41.99000 3107.26| 55.00000 4070.00 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0210 54550 11286.000 LF | 0.50000 5643.00| 0.34000 3837.24| 0.65000 7335.90 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 563,420.85| $ 567,936.03| $ 718,265.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 563,420.85| $ 567,936.03| $ 718,265.95 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A08 -1 TABULATION OF BIDS CALL ORDER : A08 CONTRACT ID : C00075936M01 COUNTIES : GOOCHLAND LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 65 CALENDAR DAYS PROJECT(S) : 0673-037-182, M501 FED # NONE CONTRACT DESCRIPTION: INTERSECTION IMPROVEMENT FROM: 0.05 MI. WEST OF RTE. 522 TO: INTERSECTION OF RTE. 522 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 116,682.02 100.0000% 2 K003 J. L. KENT & SONS, INC. $ 121,863.59 104.4408% 3 M969 MESSER CONTRACTING, L.L.C. $ 135,387.23 116.0309% 4 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 136,793.42 117.2361% 5 C1331 CASKEY, INC., J. R. $ 145,873.86 125.0183% ==================================================================================================================================== |( 1 ) H301 |( 2 ) K003 |( 3 ) M969 |HOWARD BROTHERS CONTRACTOR, |J. L. KENT & SONS, INC. |MESSER CONTRACTING, L.L.C. 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| 10000.00000 10000.00| 9000.00000 9000.00| 6000.00000 6000.00 MOBILIZATION | | | 0020 00125 LUMP| 38000.00000 38000.00| 20000.00000 20000.00| 6044.00000 6044.00 GRADING | | | 0030 00140 39.000 CY | 0.01000 0.39| 50.00000 1950.00| 21.00000 819.00 BORROW EXCAVATION | | | 0040 00700 50.000 LF | 10.00000 500.00| 30.00000 1500.00| 26.00000 1300.00 POST INSTALLATION INSPECTION | | | 0050 01150 170.000 LF | 40.00000 6800.00| 50.00000 8500.00| 23.00000 3910.00 15" PIPE | | | 0060 06150 2.000 EA | 100.00000 200.00| 400.00000 800.00| 680.00000 1360.00 15" END SECTION ES-1 OR 2 | | | 0070 10128 124.000 TON | 20.00000 2480.00| 20.00000 2480.00| 26.00000 3224.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10628 1464.000 SY | 4.00000 5856.00| 6.00000 8784.00| 5.92000 8666.88 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A08 -2 TABULATION OF BIDS CALL ORDER : A08 CONTRACT ID : C00075936M01 COUNTIES : GOOCHLAND LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) K003 |( 3 ) M969 |HOWARD BROTHERS CONTRACTOR, |J. L. KENT & SONS, INC. |MESSER CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10636 167.000 TON | 125.00000 20875.00| 125.00000 20875.00| 126.00000 21042.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0100 10643 79.000 TON | 110.00000 8690.00| 115.00000 9085.00| 131.25000 10368.75 ASPHALT CONCRETE TY. BM-25.0D | | | 0110 11070 221.000 LF | 2.50000 552.50| 5.00000 1105.00| 7.50000 1657.50 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 9" DEPTH | | | 0120 12020 203.000 LF | 15.00000 3045.00| 30.00000 6090.00| 15.50000 3146.50 STD. CURB CG-2 | | | 0130 12030 168.000 LF | 15.00000 2520.00| 30.00000 5040.00| 15.50000 2604.00 STD. CURB CG-3 | | | 0140 12032 45.000 LF | 15.00000 675.00| 30.00000 1350.00| 21.50000 967.50 RADIAL CURB CG-3 | | | 0150 16374 90.000 TON | 90.00000 8100.00| 120.00000 10800.00| 131.25000 11812.50 ASPH. CONC. TY. IM-19.0D (T) | | | 0160 24100 50.000 HR | 0.01000 0.50| 1.00000 50.00| 39.50000 1975.00 ALLAYING DUST | | | 0170 24160 264.000 SF | 5.00000 1320.00| 12.00000 3168.00| 29.30000 7735.20 CONSTRUCTION SIGNS | | | 0180 24260 110.000 TON | 20.00000 2200.00| 20.00000 2200.00| 22.65000 2491.50 CR. RUN AGGR. NO. 25 OR 26 | | | 0190 24278 1000.000 DAY | 0.01000 10.00| 1.00000 1000.00| 0.75000 750.00 GROUP 2 CHANNELIZING DEVICES | | | 0200 24282 1000.000 HR | 0.01000 10.00| 1.00000 1000.00| 24.00000 24000.00 FLAGGER SERVICE | | | 0210 24400 0.800 UNIT| 100.00000 80.00| 130.00000 104.00| 789.00000 631.20 OBSCURING ROADWAY | | | 0220 24430 90.110 SY | 5.00000 450.55| 3.00000 270.33| 14.75000 1329.12 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0230 27102 82.000 LB | 10.00000 820.00| 15.00000 1230.00| 7.80000 639.60 REGULAR SEED | | | 0240 27103 51.000 LB | 0.01000 0.51| 7.00000 357.00| 1.95000 99.45 OVERSEEDING | | | 0250 27215 0.099 TON | 1000.00000 99.00| 1800.00000 178.20| 1185.00000 117.32 FERTILIZER(15-30-15) | | | 0260 27250 1.310 TON | 400.00000 524.00| 250.00000 327.50| 307.00000 402.17 LIME | | | 0270 27325 39.000 SY | 5.00000 195.00| 11.00000 429.00| 4.85000 189.15 SOIL STABILIZATION MAT EC-3 TYPE A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A08 -3 TABULATION OF BIDS CALL ORDER : A08 CONTRACT ID : C00075936M01 COUNTIES : GOOCHLAND LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) K003 |( 3 ) M969 |HOWARD BROTHERS CONTRACTOR, |J. L. KENT & SONS, INC. |MESSER CONTRACTING, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27415 2.000 EA | 200.00000 400.00| 70.00000 140.00| 250.00000 500.00 CHECK DAM(ROCK) TY. II | | | 0290 27430 132.000 CY | 0.01000 1.32| 1.00000 132.00| 55.50000 7326.00 SILTATION CONTROL EXCAVATION | | | 0300 27506 769.000 LF | 1.00000 769.00| 2.50000 1922.50| 1.20000 922.80 TEMP. FILTER BARRIER | | | 0310 54032 1501.000 LF | 0.75000 1125.75| 1.06000 1591.06| 1.94000 2911.94 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0320 54042 45.000 LF | 8.50000 382.50| 9.00000 405.00| 9.87000 444.15 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 116,682.02| $ 121,863.59| $ 135,387.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 116,682.02| $ 121,863.59| $ 135,387.23 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -1 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : 0675-029-945,B614 FED # BR-BR09(268) CONTRACT DESCRIPTION: BRIDGE REHABILITATION @ BEULAH RD. OVER DULLES TOLL/ACCESS FROM: 0.1 MI. N. LOZANO DRIVE TO: 1.0 MI. N. LOZANO DRIVE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L002 THE LANE CONSTRUCTION CORPORATION $ 3,400,688.50 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 3,793,529.51 111.5518% 3 M640 MARTINS CONSTRUCTION CORP. $ 3,899,004.25 114.6534% 4 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 4,271,619.26 125.6104% 5 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 4,430,874.20 130.2934% 6 F236 FACCHINA CONSTRUCTION COMPANY, INC. $ 4,485,876.00 131.9108% ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 165000.00000 165000.00| 155000.00000 155000.00| 200000.00000 200000.00 MOBILIZATION | | | 0020 00101 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 37500.00000 37500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| 18600.00000 18600.00 CLEARING AND GRUBBING | | | 0040 00126 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 26300.00000 26300.00 EARTHWORK | | | 0050 10100 467.000 TON | 46.00000 21482.00| 45.00000 21015.00| 38.00000 17746.00 AGGR. MATL. NO. 21B | | | 0060 10635 156.000 TON | 260.00000 40560.00| 125.00000 19500.00| 150.00000 23400.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0070 10642 154.000 TON | 225.00000 34650.00| 95.00000 14630.00| 150.00000 23100.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0080 10700 400.000 LF | 20.00000 8000.00| 17.00000 6800.00| 15.00000 6000.00 RUMBLE STRIP, ASPHALT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -2 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 11070 984.000 LF | 7.00000 6888.00| 3.00000 2952.00| 8.00000 7872.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (15" DEPTH) | | | 0100 12020 111.000 LF | 22.00000 2442.00| 20.00000 2220.00| 22.00000 2442.00 STD. CURB CG-2 | | | 0110 12022 24.000 LF | 24.00000 576.00| 40.00000 960.00| 30.00000 720.00 RADIAL CURB CG-2 | | | 0120 12311 20.000 LF | 330.00000 6600.00| 40.00000 800.00| 100.00000 2000.00 ASPHALT CONCRETE CURB MC-3 | | | 0130 13108 3.000 SY | 315.00000 945.00| 120.00000 360.00| 350.00000 1050.00 CG-12 DETECTABLE WARNING SURFACE | | | 0140 13220 100.000 SY | 40.00000 4000.00| 38.00000 3800.00| 50.00000 5000.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0150 13320 50.000 LF | 37.00000 1850.00| 42.00000 2100.00| 40.00000 2000.00 GUARDRAIL GR-2 | | | 0160 13323 50.000 LF | 50.00000 2500.00| 45.00000 2250.00| 45.00000 2250.00 GUARDRAIL GR-2A | | | 0170 13345 1.000 EA | 3250.00000 3250.00| 3330.00000 3330.00| 3150.00000 3150.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0180 13349 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 800.00000 800.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0190 13383 1.000 EA | 2850.00000 2850.00| 2775.00000 2775.00| 2650.00000 2650.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0200 13392 1.000 EA | 3100.00000 3100.00| 2775.00000 2775.00| 2650.00000 2650.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0210 13461 146.000 LF | 295.00000 43070.00| 165.00000 24090.00| 245.00000 35770.00 MEDIAN BARRIER MB-7E | | | 0220 13462 249.000 LF | 165.00000 41085.00| 165.00000 41085.00| 100.00000 24900.00 MEDIAN BARRIER MB-7F | | | 0230 13496 3382.000 LF | 20.00000 67640.00| 12.00000 40584.00| 49.00000 165718.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0240 13605 1.000 EA | 3800.00000 3800.00| 18592.00000 18592.00| 6500.00000 6500.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0250 13611 11.000 EA | 1900.00000 20900.00| 5275.00000 58025.00| 7600.00000 83600.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0260 14260 50.000 TON | 30.00000 1500.00| 35.00000 1750.00| 45.00000 2250.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -3 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 16522 1053.000 SY | 6.00000 6318.00| 10.00000 10530.00| 8.00000 8424.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0280 17451 4.000 EA | 9.00000 36.00| 6.00000 24.00| 20.00000 80.00 GUARDRAIL DELINEATOR | | | 0290 24152 2.000 EA | 400.00000 800.00| 150.00000 300.00| 320.00000 640.00 TYPE III BARRICADE 8' | | | 0300 24160 856.000 SF | 13.00000 11128.00| 25.00000 21400.00| 18.00000 15408.00 CONSTRUCTION SIGNS | | | 0310 24272 128.000 HR | 48.00000 6144.00| 120.00000 15360.00| 18.00000 2304.00 TRUCK MOUNTED ATTENUATOR | | | 0320 24278 11135.000 DAY | 0.40000 4454.00| 0.50000 5567.50| 0.50000 5567.50 GROUP 2 CHANNELIZING DEVICES | | | 0330 24279 23280.000 HR | 1.00000 23280.00| 1.00000 23280.00| 1.50000 34920.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0340 24281 128.000 HR | 45.00000 5760.00| 16.00000 2048.00| 3.50000 448.00 ELECTRONIC ARROW | | | 0350 24282 280.000 HR | 22.00000 6160.00| 29.00000 8120.00| 18.00000 5040.00 FLAGGER SERVICE | | | 0360 24430 383.000 SY | 13.25000 5074.75| 12.00000 4596.00| 12.00000 4596.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 24600 225.000 LF | 7.00000 1575.00| 12.00000 2700.00| 11.00000 2475.00 REMOVE EXISTING GUARDRAIL | | | 0380 25575 10.000 HR | 515.00000 5150.00| 500.00000 5000.00| 2500.00000 25000.00 NS CONTRACT CONTRACT OBSTRUCTION REMOVA | | | 0390 27012 0.250 ACRE| 13000.00000 3250.00| 25000.00000 6250.00| 60000.00000 15000.00 TOPSOIL CLASS A 2" | | | 0400 27102 61.000 LB | 14.00000 854.00| 111.00000 6771.00| 20.00000 1220.00 REGULAR SEED | | | 0410 27103 38.000 LB | 12.00000 456.00| 11.10000 421.80| 25.00000 950.00 OVERSEEDING | | | 0420 27215 0.100 TON | 950.00000 95.00| 555.00000 55.50| 4000.00000 400.00 FERTILIZER(15-30-15) | | | 0430 27250 1.000 TON | 130.00000 130.00| 111.00000 111.00| 450.00000 450.00 LIME | | | 0440 27321 734.000 SY | 2.65000 1945.10| 2.22000 1629.48| 1.00000 734.00 PROTECTIVE COVERING EC-2 | | | 0450 27327 61.000 SY | 30.00000 1830.00| 27.75000 1692.75| 8.00000 488.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0460 27410 8.000 EA | 610.00000 4880.00| 200.00000 1600.00| 750.00000 6000.00 CHECK DAM, ROCK TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -4 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 27430 95.000 CY | 33.00000 3135.00| 5.00000 475.00| 45.00000 4275.00 SILTATION CONTROL EXCAVATION | | | 0480 27505 560.000 LF | 4.00000 2240.00| 12.00000 6720.00| 1.50000 840.00 TEMP. SILT FENCE | | | 0490 50108 96.000 SF | 40.00000 3840.00| 38.00000 3648.00| 20.00000 1920.00 SIGN PANEL | | | 0500 50432 84.000 LF | 25.00000 2100.00| 63.80000 5359.20| 12.00000 1008.00 SIGN POST STP-1 2 3/16" | | | 0510 50490 15.000 EA | 575.00000 8625.00| 203.50000 3052.50| 155.00000 2325.00 CONCRETE FOUNDATION STP-1 | | | 0520 51962 2.000 EA | 135.00000 270.00| 462.00000 924.00| 275.00000 550.00 NS RELOCATE RELOCATE EXISTING SIGN | | | PANEL TY. SP-1 | | | 0530 51963 5.000 EA | 135.00000 675.00| 424.00000 2120.00| 225.00000 1125.00 NS REMOVE REMOVE -DISPOSE SIGN STRUCT. | | | TY. I | | | 0540 54075 3049.000 LF | 3.25000 9909.25| 3.10000 9451.90| 3.00000 9147.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0550 54076 1931.000 LF | 4.50000 8689.50| 4.08000 7878.48| 4.00000 7724.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0560 54079 1800.000 LF | 5.75000 10350.00| 4.93000 8874.00| 4.50000 8100.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0570 54105 5600.000 LF | 1.00000 5600.00| 0.98000 5488.00| 1.00000 5600.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0580 54210 63.000 EA | 30.00000 1890.00| 2.22000 139.86| 10.00000 630.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0590 54217 63.000 EA | 50.00000 3150.00| 74.37000 4685.31| 70.00000 4410.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0600 54466 10700.000 LF | 2.25000 24075.00| 2.53000 27071.00| 2.50000 26750.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0610 54552 13695.000 LF | 0.50000 6847.50| 0.20000 2739.00| 0.25000 3423.75 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 0620 54556 815.000 LF | 0.75000 611.25| 0.49000 399.35| 0.50000 407.50 CONSTR.PAVE.MARK. (TY.F,CL.II)8" | | | 0630 64875 360.000 LF | 246.00000 88560.00| 231.25000 83250.00| 285.00000 102600.00 NS PILE PILE DENSIIFIED AGGR. PIER 36" | | | DIAMETER | | | 0640 64876 1.000 EA | 75000.00000 75000.00| 27750.00000 27750.00| 68000.00000 68000.00 NS PILE PILE MODULUS LOAD TEST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -5 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 67089 902.000 LF | 85.00000 76670.00| 87.69000 79096.38| 75.00000 67650.00 PED. FENCE 10' | | | 0660 67260 LUMP| 23000.00000 23000.00| 46000.00000 46000.00| 17000.00000 17000.00 NS CONDUIT SYSTEM CONDUIT SYSTEM STR. | | | NO. 6232 | | | 0670 67400 LUMP| 68500.00000 68500.00| 40000.00000 40000.00| 71975.00000 71975.00 DECK DRAINAGE SYSTEM | | | 0680 68026 479.000 LF | 285.00000 136515.00| 220.00000 105380.00| 286.00000 136994.00 RAILING, BR27C 3 RAILS | | | 0690 68028 451.000 LF | 210.00000 94710.00| 200.00000 90200.00| 255.00000 115005.00 RAILING, BR27D 2 RAILS | | | 0700 68040 306.800 CY | 835.00000 256178.00| 1000.00000 306800.00| 825.00000 253110.00 CONCRETE CLASS A4 | | | 0710 68090 1601.000 SY | 3.15000 5043.15| 5.00000 8005.00| 2.50000 4002.50 BRIDGE DECK GROOVING | | | 0720 68102 68620.000 LB | 3.75000 257325.00| 3.30000 226446.00| 4.00000 274480.00 CORROSION RESISTANT REINF. STEEL | | | STAINLESS CLAD | | | 0730 68107 98500.000 LS | 285000.00000 285000.00| 231324.00000 231324.00| 283400.00000 283400.00 STR.STEEL PLATE GIRDER ASTM A709 GR. 50 | | | 0740 68113 147700.000 LS | 350000.00000 350000.00| 367033.00000 367033.00| 414870.00000 414870.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0750 68115 25000.000 LS | 60000.00000 60000.00| 40000.00000 40000.00| 56900.00000 56900.00 STRUCT. STEEL | | | 0760 68317 1311.000 SY | 11.50000 15076.50| 12.00000 15732.00| 19.00000 24909.00 NS MILLING MILLING TYPE A MILLING | | | (1 1/4" DEPTH) | | | 0770 68320 5.000 SY | 635.00000 3175.00| 300.00000 1500.00| 140.00000 700.00 TYPE B PATCHING | | | 0780 68342 50.000 LF | 62.00000 3100.00| 80.00000 4000.00| 40.00000 2000.00 CRACK REPAIRS | | | 0790 68455 2700.000 SF | 20.00000 54000.00| 16.65000 44955.00| 24.00000 64800.00 NS PRE. & SPOT COAT EX. STR. PRE.& SPOT | | | COAT EX. STR. NO. 6232 (TYPE B) | | | 0800 68476 LUMP| 45000.00000 45000.00| 39960.00000 39960.00| 65000.00000 65000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6232 | | | 0810 68492 LUMP| 3750.00000 3750.00| 33330.00000 33330.00| 10000.00000 10000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6232 (TYPE B) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -6 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 68560 92.000 LF | 90.00000 8280.00| 35.00000 3220.00| 33.00000 3036.00 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 0830 68612 1311.000 SY | 55.00000 72105.00| 50.00000 65550.00| 48.00000 62928.00 SILICA FUME HYDRAULIC CEM CONC 1 1/4"-1 | | | 3/4" | | | 0840 68760 2390.000 LF | 11.00000 26290.00| 5.00000 11950.00| 58.00000 138620.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | PAR. | | | 0850 68900 LUMP| 165000.00000 165000.00| 600000.00000 600000.00| 321300.00000 321300.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6232 | | | 0860 68904 40.000 EA | 1325.00000 53000.00| 1110.00000 44400.00| 800.00000 32000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CLEAN AND PAINT EXIST.STEEL | | | BEARINGS | | | 0870 68904 34.000 EA | 950.00000 32300.00| 938.00000 31892.00| 650.00000 22100.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR ELASTOMERIC BEARING | | | 0880 69011 339.000 CY | 150.00000 50850.00| 60.00000 20340.00| 210.00000 71190.00 STRUCTURE EXCAVATION | | | 0890 69030 253.300 CY | 785.00000 198840.50| 1400.00000 354620.00| 625.00000 158312.50 CONCRETE CLASS A3 | | | 0900 69100 13170.000 LB | 1.25000 16462.50| 1.00000 13170.00| 1.05000 13828.50 REINF. STEEL | | | 0910 69101 4080.000 LB | 2.25000 9180.00| 6.80000 27744.00| 4.00000 16320.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0920 69102 2070.000 LB | 3.75000 7762.50| 3.55000 7348.50| 4.00000 8280.00 CORROSION RESISTANT REINF. STEEL | | | STAINLESS CLAD | | | 0930 69500 20.000 SY | 1300.00000 26000.00| 1000.00000 20000.00| 780.00000 15600.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0940 69740 587.000 SY | 90.00000 52830.00| 106.00000 62222.00| 72.00000 42264.00 CONCRETE SLAB SLOPE PROTECTION 4" | | | 0950 69805 147.000 SY | 90.00000 13230.00| 74.00000 10878.00| 66.00000 9702.00 WATERPROOFING | | | 0960 69901 70.000 LF | 65.00000 4550.00| 44.00000 3080.00| 40.00000 2800.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CRACK REP. (ABUT.) BY EPOXY | | | INJECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : A09 -7 TABULATION OF BIDS CALL ORDER : A09 CONTRACT ID : C00099541M01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L002 |( 2 ) F034 |( 3 ) M640 |THE LANE CONSTRUCTION CORPO |FORT MYER CONSTRUCTION CORP |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 69901 150.000 LF | 65.00000 9750.00| 44.00000 6600.00| 40.00000 6000.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CRACK REP. (PIERS) BY EPOXY | | | INJECTION | | | 0980 69908 966.000 SY | 40.00000 38640.00| 33.00000 31878.00| 30.00000 28980.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR WATERPROOFING COATING | | | SECTION TOTALS | $ 3,400,688.50| $ 3,793,529.51| $ 3,899,004.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,400,688.50| $ 3,793,529.51| $ 3,899,004.25 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : J71 -1 TABULATION OF BIDS CALL ORDER : J71 CONTRACT ID : C00101012N501 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 10/09/12 COMPLETION DATE PROJECT(S) : BRDG-96A-116 FED # STP-5A01(296) CONTRACT DESCRIPTION: INSTALL CULVERT LINERS AT WESTMORELAND ST. & UNIVERSITY DR. VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M258 MIDWEST MOLE, INC. $ 295,000.00 100.0000% 2 C176 COASTAL GUNITE CONSTRUCTION COMPANY $ 399,328.00 135.3654% 3 A860 ARDENT COMPANY, LLC $ 514,400.00 174.3729% 4 M640 MARTINS CONSTRUCTION CORP. $ 581,660.00 197.1729% 5 D172 DLB, INC. $ 653,532.00 221.5363% ==================================================================================================================================== |( 1 ) M258 |( 2 ) C176 |( 3 ) A860 |MIDWEST MOLE, INC. |COASTAL GUNITE CONSTRUCTION |ARDENT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00098 2.000 EA | 5000.00000 10000.00| 17500.00000 35000.00| 161700.00000 323400.00 NS MOBILIZATION MOBILIZATION ... | | | 0020 02090 442.000 LF | 600.00000 265200.00| 799.00000 353158.00| 400.00000 176800.00 NS PIPE PIPE 72"PIPE REHAB.BY LINER | | | METHOD "E" | | | 0030 09153 80.000 SY | 85.00000 6800.00| 90.00000 7200.00| 100.00000 8000.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0040 24160 160.000 SF | 25.00000 4000.00| 4.50000 720.00| 20.00000 3200.00 CONSTRUCTION SIGNS | | | 0050 24282 200.000 HR | 45.00000 9000.00| 16.25000 3250.00| 15.00000 3000.00 FLAGGER SERVICE | | | SECTION TOTALS | $ 295,000.00| $ 399,328.00| $ 514,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,000.00| $ 399,328.00| $ 514,400.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : J77 -1 TABULATION OF BIDS CALL ORDER : J77 CONTRACT ID : C00084429N01B COUNTIES : AUGUSTA LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : (FO) 0064-968-001, N501 FED # HSIP-064-2(161) CONTRACT DESCRIPTION: I-64 AFTON MTN. - HIGH TENSION CABLE BARRIER FROM: MILE POST 97.1 TO: MILE POST 106.4 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B1091 BULLINGTON CONSTRUCTION, INC. $ 2,669,660.64 100.0000% 2 R976 RMD HOLDINGS, LTD. $ 3,628,111.70 135.9016% 3 M004 MAKCO, INCORPORATED $ 4,441,449.00 166.3675% ==================================================================================================================================== |( 1 ) B1091 |( 2 ) R976 |( 3 ) M004 |BULLINGTON CONSTRUCTION, IN |RMD HOLDINGS, LTD. |MAKCO, INCORPORATED 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| 125000.00000 125000.00| 390775.00000 390775.00| 250000.00000 250000.00 MOBILIZATION | | | 0020 00122 2142.000 LF | 4.75000 10174.50| 3.10000 6640.20| 10.00000 21420.00 NS GRADING GRADING MACHINING SHOULDERS | | | (GUARDRAIL) | | | 0030 00125 LUMP| 7500.00000 7500.00| 16800.00000 16800.00| 190000.00000 190000.00 GRADING | | | 0040 10128 200.000 TON | 64.00000 12800.00| 55.80000 11160.00| 60.00000 12000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10607 1466.000 TON | 155.00000 227230.00| 247.00000 362102.00| 274.00000 401684.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0060 13310 75.000 LF | 90.00000 6750.00| 50.60000 3795.00| 100.00000 7500.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0070 13315 26.000 EA | 650.00000 16900.00| 671.30000 17453.80| 900.00000 23400.00 GUARDRAIL TERMINAL GR-11 | | | 0080 13320 47022.000 LF | 17.50000 822885.00| 19.30000 907524.60| 20.00000 940440.00 GUARDRAIL GR-2 | | | 0090 13323 38.000 LF | 25.00000 950.00| 32.30000 1227.40| 25.00000 950.00 GUARDRAIL GR-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : J77 -2 TABULATION OF BIDS CALL ORDER : J77 CONTRACT ID : C00084429N01B COUNTIES : AUGUSTA LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) B1091 |( 2 ) R976 |( 3 ) M004 |BULLINGTON CONSTRUCTION, IN |RMD HOLDINGS, LTD. |MAKCO, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13345 21.000 EA | 2200.00000 46200.00| 2150.00000 45150.00| 2750.00000 57750.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13392 14.000 EA | 2800.00000 39200.00| 2160.00000 30240.00| 2500.00000 35000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0120 13393 10.000 EA | 1200.00000 12000.00| 410.00000 4100.00| 900.00000 9000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0130 13401 14.000 EA | 7100.00000 99400.00| 4000.00000 56000.00| 10000.00000 140000.00 NS GUARDRAIL GUARDRAIL CABLE BARRIER | | | END TERMINAL | | | 0140 13479 35906.000 LF | 19.00000 682214.00| 16.75000 601425.50| 25.00000 897650.00 NS BARRIER BARRIER HIGH TENSION CABLE | | | BARRIER | | | 0150 13601 1.000 EA | 9000.00000 9000.00| 10307.50000 10307.50| 10000.00000 10000.00 BULL NOSE BARRIER | | | 0160 23600 4013.000 LF | 81.00000 325053.00| 157.00000 630041.00| 250.00000 1003250.00 NS FENCE FENCE ROCK BARRIER | | | 0170 24265 LUMP| 96000.00000 96000.00| 352095.00000 352095.00| 190000.00000 190000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC I-64 EBL & WBL | | | 0180 24501 5134.000 LF | 2.25000 11551.50| 1.35000 6930.90| 10.00000 51340.00 NS REMOVE EXIST. REMOVE EXIST. ASPHALT | | | CURB | | | 0190 24600 45722.000 LF | 2.00000 91444.00| 3.20000 146310.40| 3.00000 137166.00 REMOVE EXISTING GUARDRAIL | | | 0200 24611 100.000 LF | 5.00000 500.00| 6.20000 620.00| 15.00000 1500.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL VAR. LOC. | | | 0210 50108 288.000 SF | 30.57000 8804.16| 45.50000 13104.00| 70.00000 20160.00 SIGN PANEL | | | 0220 50434 264.000 LF | 23.54000 6214.56| 19.60000 5174.40| 50.00000 13200.00 SIGN POST STP-1 2 1/2" | | | 0230 50490 24.000 EA | 250.70000 6016.80| 175.00000 4200.00| 900.00000 21600.00 CONCRETE FOUNDATION STP-1 | | | 0240 50902 47.000 EA | 124.96000 5873.12| 105.00000 4935.00| 137.00000 6439.00 NS TRAFFIC SIGN TRAFFIC SIGN ROAD EDGE | | | DEL. ED-3 TY. I MOD. | | | SECTION TOTALS | $ 2,669,660.64| $ 3,628,111.70| $ 4,441,449.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,669,660.64| $ 3,628,111.70| $ 4,441,449.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : J97 -1 TABULATION OF BIDS CALL ORDER : J97 CONTRACT ID : C00093467N01B COUNTIES : ROANOKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : (NFO)0220-080-761,N501 FED # HSIP-0220-2(042) (NFO)0220-080-762,N501 FED # HSIP-0220-2(043) CONTRACT DESCRIPTION: CONSTR. PAVED SHOULDERS, ADD BIKE PATH AND UPGRADE GUARDRAIL FROM: FRANKLIN CO. LINE TO: RTE. 615 (WEBB RD.) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D549 DCI/SHIRES, INC. $ 920,880.50 100.0000% 2 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,156,485.40 125.5847% ==================================================================================================================================== |( 1 ) D549 |( 2 ) L005 |( ) |DCI/SHIRES, INC. |LANFORD BROTHERS COMPANY, 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| 46000.00000 46000.00| 86000.00000 86000.00| MOBILIZATION | | | 0020 00118 1581.000 CY | 57.00000 90117.00| 92.00000 145452.00| NS EXCAVATION EXCAVATION SHOULDERS | | | 0030 10128 2013.000 TON | 55.50000 111721.50| 80.00000 161040.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10629 4743.000 SY | 19.00000 90117.00| 11.30000 53595.90| FLEXIBLE PAVEMENT PLANING ABOVE 2" - 4" | | | 0050 10636 360.000 TON | 152.00000 54720.00| 269.00000 96840.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0060 10642 1383.000 TON | 127.50000 176332.50| 225.00000 311175.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0070 13310 37.500 LF | 98.00000 3675.00| 125.00000 4687.50| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0080 13315 15.000 EA | 1000.00000 15000.00| 640.00000 9600.00| GUARDRAIL TERMINAL GR-11 | | | 0090 13320 5300.000 LF | 20.00000 106000.00| 20.50000 108650.00| GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : J97 -2 TABULATION OF BIDS CALL ORDER : J97 CONTRACT ID : C00093467N01B COUNTIES : ROANOKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) D549 |( 2 ) L005 |( ) |DCI/SHIRES, INC. |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13323 125.000 LF | 32.00000 4000.00| 40.00000 5000.00| GUARDRAIL GR-2A | | | 0110 13345 15.000 EA | 2800.00000 42000.00| 2688.00000 40320.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13346 5.000 EA | 200.00000 1000.00| 570.00000 2850.00| REMOVE GR-7 TERMINAL | | | 0130 13349 17.000 EA | 730.00000 12410.00| 1024.00000 17408.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0140 13392 2.000 EA | 2500.00000 5000.00| 2814.00000 5628.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0150 13393 2.000 EA | 650.00000 1300.00| 1150.00000 2300.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0160 13401 2.000 EA | 6000.00000 12000.00| 5120.00000 10240.00| NS GUARDRAIL GUARDRAIL MEDIAN BARRIER | | | TERMINAL GR-9 | | | 0170 13421 1025.000 LF | 28.00000 28700.00| 38.40000 39360.00| MEDIAN BARRIER MB-3 | | | 0180 24160 900.000 SF | 40.00000 36000.00| 20.00000 18000.00| CONSTRUCTION SIGNS | | | 0190 24272 1355.000 HR | 29.00000 39295.00| 2.00000 2710.00| TRUCK MOUNTED ATTENUATOR | | | 0200 24278 2720.000 DAY | 2.00000 5440.00| 1.50000 4080.00| GROUP 2 CHANNELIZING DEVICES | | | 0210 24279 1355.000 HR | 15.00000 20325.00| 8.00000 10840.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0220 24281 1360.000 HR | 6.50000 8840.00| 2.00000 2720.00| ELECTRONIC ARROW | | | 0230 24502 4.000 EA | 250.00000 1000.00| 540.00000 2160.00| NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL GR-9 | | | 0240 24502 1.000 EA | 3700.00000 3700.00| 3226.00000 3226.00| NS REMOVE EXIST. REMOVE EXIST. IMPACT | | | ATTENUATOR | | | 0250 24504 3.000 EA | 250.00000 750.00| 576.00000 1728.00| NS REMOVE EXISTING REMOVE EXISTING FOA | | | 0260 24600 4350.000 LF | 1.25000 5437.50| 2.50000 10875.00| REMOVE EXISTING GUARDRAIL | | | SECTION TOTALS | $ 920,880.50| $ 1,156,485.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 920,880.50| $ 1,156,485.40| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K11 -1 TABULATION OF BIDS CALL ORDER : K11 CONTRACT ID : C00089299B01 COUNTIES : MATHEWS LETTING DATE : 02/22/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/20/12 COMPLETION DATE PROJECT(S) : (NFO) 0003-057-563, B601 FED # BH-BR06(246) CONTRACT DESCRIPTION: BRIDGE FENDER REPLACEMENT RTE. 3 OVER PIANKATANK RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C494 CROFTON DIVING CORPORATION $ 1,695,000.00 100.0000% 2 S048 SUBURBAN GRADING & UTILITIES, INC. $ 1,929,648.00 113.8435% 3 M003 W. F. MAGANN CORPORATION $ 2,197,023.00 129.6179% 4 S837 J. SANDERS CONSTRUCTION CO. $ 2,292,979.11 135.2790% 5 C097 CORMAN CONSTRUCTION, INC. $ 2,313,320.00 136.4791% 6 M047 MCLEAN CONTRACTING COMPANY $ 2,417,027.00 142.5975% ==================================================================================================================================== |( 1 ) C494 |( 2 ) S048 |( 3 ) M003 |CROFTON DIVING CORPORATION |SUBURBAN GRADING & UTILITIE |W. F. MAGANN CORPORATION 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| 89945.00000 89945.00| 95000.00000 95000.00| 135000.00000 135000.00 MOBILIZATION | | | 0020 00101 LUMP| 15800.00000 15800.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 64875 4408.000 LF | 95.00000 418760.00| 220.00000 969760.00| 160.00000 705280.00 NS PILE PILE FIB STRUCT REINF | | | COMP PILE | | | 0040 66927 LUMP| 97300.00000 97300.00| 150000.00000 150000.00| 140000.00000 140000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PLASTIC LUMBER | | | 0050 66927 LUMP| 450334.00000 450334.00| 288000.00000 288000.00| 560543.00000 560543.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STRUCT COMPOSITE | | | LUMBER | | | 0060 67450 LUMP| 20774.00000 20774.00| 22000.00000 22000.00| 35000.00000 35000.00 NAVIGATION LIGHTS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K11 -2 TABULATION OF BIDS CALL ORDER : K11 CONTRACT ID : C00089299B01 COUNTIES : MATHEWS LETTING DATE : 02/22/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) C494 |( 2 ) S048 |( 3 ) M003 |CROFTON DIVING CORPORATION |SUBURBAN GRADING & UTILITIE |W. F. MAGANN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 68476 LUMP| 19736.00000 19736.00| 5000.00000 5000.00| 10000.00000 10000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION TYPE B | | | 0080 68492 LUMP| 18214.00000 18214.00| 39300.00000 39300.00| 25000.00000 25000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | TYPE B | | | 0090 68900 LUMP| 76937.00000 76937.00| 95000.00000 95000.00| 94000.00000 94000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. TYPE B | | | 0100 69112 4872.000 LF | 100.00000 487200.00| 54.00000 263088.00| 100.00000 487200.00 STEEL PILE 12" | | | SECTION TOTALS | $ 1,695,000.00| $ 1,929,648.00| $ 2,197,023.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,695,000.00| $ 1,929,648.00| $ 2,197,023.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K19 -1 TABULATION OF BIDS CALL ORDER : K19 CONTRACT ID : C00093462N01 COUNTIES : BOTETOURT LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 08/17/12 COMPLETION DATE PROJECT(S) : (FO)0081-011-727,N501 FED # HSIP-081-2(282) CONTRACT DESCRIPTION: PAVING AND GUARDRAIL UPGRADES FR: MP 168.25 TO: MP 168.00 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,701,803.10 100.0000% ==================================================================================================================================== |( 1 ) L005 |( ) |( ) |LANFORD BROTHERS COMPANY, 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| 114000.00000 114000.00| | MOBILIZATION | | | 0020 00102 LUMP| 25000.00000 25000.00| | CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 573.000 CY | 53.00000 30369.00| | REGULAR EXCAVATION | | | 0040 00588 567.000 LF | 19.80000 11226.60| | UNDERDRAIN UD-4 | | | 0050 00595 45.000 LF | 21.00000 945.00| | OUTLET PIPE | | | 0060 01150 5.000 LF | 40.00000 200.00| | 15" PIPE | | | 0070 06150 1.000 EA | 290.00000 290.00| | 15" END SECTION ES-1 OR 2 | | | 0080 08962 1.000 EA | 4040.00000 4040.00| | DROP INLET DI-13 TY.1 | | | 0090 09150 2.000 TON | 62.00000 124.00| | EROSION CONTROL STONE CLASS I, EC-1 | | | 0100 10065 455.000 TON | 49.00000 22295.00| | AGGR. MATL. NO. 1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K19 -2 TABULATION OF BIDS CALL ORDER : K19 CONTRACT ID : C00093462N01 COUNTIES : BOTETOURT LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( ) |( ) |LANFORD BROTHERS COMPANY, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 10128 787.000 TON | 48.00000 37776.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10611 479.000 TON | 144.00000 68976.00| | ASPHALT CONCRETE TY. IM-19.0D | | | 0125 10628 267.000 SY | 10.00000 2670.00| | FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0150 10636 426.000 TON | 152.50000 64965.00| | ASPHALT CONCRETE TY. SM-9.5D | | | 0160 10642 1507.000 TON | 129.90000 195759.30| | ASPHALT CONCRETE TY. BM-25.0A | | | 0170 10643 888.000 TON | 131.00000 116328.00| | ASPHALT CONCRETE TY. BM-25.0D | | | 0180 10653 318.000 TON | 234.00000 74412.00| | STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0190 10700 3760.000 LF | 2.40000 9024.00| | RUMBLE STRIP, ASPHALT | | | 0200 10701 418.000 SY | 12.25000 5120.50| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0210 12322 25.000 LF | 154.60000 3865.00| | ASPHALT CONCRETE CURB TY. MC-3B | | | 0220 13355 25.000 LF | 32.00000 800.00| | GUARDRAIL GR-10 | | | 0230 13383 1.000 EA | 2100.00000 2100.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0240 13384 1.000 EA | 1024.00000 1024.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0250 13392 1.000 EA | 2395.00000 2395.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0260 13393 1.000 EA | 1024.00000 1024.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0270 13496 3200.000 LF | 34.00000 108800.00| | TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0280 13604 2.000 EA | 21200.00000 42400.00| | IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0290 16325 249.000 TON | 187.00000 46563.00| | NS ASPHALT CONCRETE ASPHALT CONCRETE | | | IM-19.0E | | | 0296 16515 698.000 SY | 15.10000 10539.80| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING 2" TO 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K19 -3 TABULATION OF BIDS CALL ORDER : K19 CONTRACT ID : C00093462N01 COUNTIES : BOTETOURT LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( ) |( ) |LANFORD BROTHERS COMPANY, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0297 16515 582.000 SY | 17.00000 9894.00| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING 4" TO 8" | | | 0298 16515 5018.000 SY | 20.50000 102869.00| | NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING 8" TO 12" | | | 0300 24152 2.000 EA | 800.00000 1600.00| | TYPE III BARRICADE 8' | | | 0310 24160 686.000 SF | 35.00000 24010.00| | CONSTRUCTION SIGNS | | | 0320 24272 2084.000 HR | 5.00000 10420.00| | TRUCK MOUNTED ATTENUATOR | | | 0330 24278 3361.000 DAY | 2.00000 6722.00| | GROUP 2 CHANNELIZING DEVICES | | | 0340 24279 2084.000 HR | 10.00000 20840.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0350 24281 44.000 HR | 8.00000 352.00| | ELECTRONIC ARROW | | | 0360 24288 450.000 DAY | 6.00000 2700.00| | WARNING LIGHT TY. B | | | 0370 24611 6550.000 LF | 19.80000 129690.00| | NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .. | | | 0380 27415 25.000 EA | 380.00000 9500.00| | CHECK DAM(ROCK) TY. II | | | 0390 27430 747.000 CY | 3.70000 2763.90| | SILTATION CONTROL EXCAVATION | | | 0400 27505 26.000 LF | 8.00000 208.00| | TEMP. SILT FENCE | | | 0410 27506 4170.000 LF | 3.50000 14595.00| | TEMP. FILTER BARRIER | | | 0420 51162 2.000 EA | 3000.00000 6000.00| | FLASHING BEACON FB-2 | | | 0430 51163 1.000 EA | 1500.00000 1500.00| | FLASHER | | | 0440 51460 1.000 EA | 830.00000 830.00| | WOOD POLE CL. 4 40' | | | 0450 51602 2200.000 LF | 2.80000 6160.00| | 14/4 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K19 -4 TABULATION OF BIDS CALL ORDER : K19 CONTRACT ID : C00093462N01 COUNTIES : BOTETOURT LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( ) |( ) |LANFORD BROTHERS COMPANY, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 52426 1.000 EA | 1476.00000 1476.00| | ELECTRICAL SERVICE SE-4 TYPE A | | | 0470 54076 6000.000 LF | 4.10000 24600.00| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0480 54100 4700.000 LF | 2.90000 13630.00| | NS PAVEMENT MARKING PAVEMENT MARKING TY | | | D CL. III 6" | | | 0490 54100 6900.000 LF | 3.90000 26910.00| | NS PAVEMENT MARKING PAVEMENT MARKING TY | | | D CL. III 8" | | | 0500 54105 1000.000 LF | 2.75000 2750.00| | ERADICATION OF EXIST. PAVEMENT MARKING | | | 0510 54466 6600.000 LF | 2.75000 18150.00| | CONSTR. PAVE. MARKING (TY. E) 6" | | | 0520 55587 8.000 EA | 800.00000 6400.00| | JUNCTION BOX JB-S2 | | | 0530 56014 5.000 EA | 36.90000 184.50| | ELECT. SER. GRD. ELECTRODE(10') | | | 0540 56030 950.000 LF | 2.45000 2327.50| | 2" CONDUIT | | | 0550 56051 200.000 LF | 74.00000 14800.00| | BORED CONDUIT 3" | | | 0560 56200 900.000 LF | 9.80000 8820.00| | TRENCH EXCAVATION ECI-1 | | | 0570 68010 56.000 LF | 430.00000 24080.00| | PARAPET, CONCRETE | | | 0580 68040 6.000 CY | 12300.00000 73800.00| | CONCRETE CLASS A4 | | | 0590 68258 530.000 SY | 15.00000 7950.00| | REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0600 68322 20.000 SY | 738.00000 14760.00| | TYPE B PATCHING (HES) | | | 0610 68332 10.000 SY | 1100.00000 11000.00| | TYPE C PATCHING (HES) | | | 0620 68345 56.000 LF | 80.00000 4480.00| | GRAVITY FILL POLYMER CRACK SEALING | | | 0630 68900 LUMP| 92000.00000 92000.00| | NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 2021 | | | SECTION TOTALS | $ 1,701,803.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,701,803.10| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -1 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/20/12 COMPLETION DATE PROJECT(S) : 0001-043-R18, C501 FED # NONE 0001-043-R18, C501 FED # NONE 0001-043-R18, C501 FED # NONE CONTRACT DESCRIPTION: PAVEMENT WIDENING VILLA PARK DRIVE ROUTE 73 (PARHAM RD) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 2,278,314.63 100.0000% 2 K003 J. L. KENT & SONS, INC. $ 2,383,358.31 104.6106% 3 C010 CENTRAL CONTRACTING COMPANY, INC. $ 2,623,837.33 115.1657% 4 B850 BRANSCOME INC. $ 2,863,900.06 125.7026% ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN 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| 135000.00000 135000.00| 175000.00000 175000.00| 132000.00000 132000.00 MOBILIZATION | | | 0020 00101 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| 60250.00000 60250.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 26000.00000 26000.00| 20000.00000 20000.00| 70530.00000 70530.00 CLEARING AND GRUBBING | | | 0040 00115 92.230 TON | 281.00000 25916.63| 225.00000 20751.75| 75.00000 6917.25 NS SOIL SOIL PETROLEUM CONTAMINATED SOI | | | 0050 00120 1473.000 CY | 43.25000 63707.25| 30.00000 44190.00| 15.00000 22095.00 REGULAR EXCAVATION | | | 0060 00140 862.000 CY | 26.00000 22412.00| 28.00000 24136.00| 25.00000 21550.00 BORROW EXCAVATION | | | 0070 00525 1.000 CY | 1020.00000 1020.00| 1200.00000 1200.00| 1100.00000 1100.00 CONCRETE CLASS A3 MISC. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -2 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00700 2051.000 LF | 5.00000 10255.00| 2.30000 4717.30| 2.05000 4204.55 POST INSTALLATION INSPECTION | | | 0090 01156 818.000 LF | 55.00000 44990.00| 44.25000 36196.50| 54.85000 44867.30 STORM SEWER PIPE 15" | | | 0100 01186 719.000 LF | 77.00000 55363.00| 48.00000 34512.00| 63.50000 45656.50 STORM SEWER PIPE 18" | | | 0110 01246 514.000 LF | 78.00000 40092.00| 75.50000 38807.00| 85.97000 44188.58 STORM SEWER PIPE 24" | | | 0120 06150 1.000 EA | 750.00000 750.00| 375.00000 375.00| 670.00000 670.00 15" END SECTION ES-1 OR 2 | | | 0130 06745 1.000 EA | 2000.00000 2000.00| 2500.00000 2500.00| 2720.00000 2720.00 DROP INLET DI-2A | | | 0140 06815 2.000 EA | 1800.00000 3600.00| 2450.00000 4900.00| 2180.00000 4360.00 DROP INLET DI-3A | | | 0150 06818 9.000 EA | 2100.00000 18900.00| 2650.00000 23850.00| 2720.00000 24480.00 DROP INLET DI-3B,L=6' | | | 0160 06836 2.000 EA | 2200.00000 4400.00| 2800.00000 5600.00| 2940.00000 5880.00 DROP INLET DI-3C,L=8' | | | 0170 09056 6.100 LF | 500.00000 3050.00| 440.00000 2684.00| 464.19000 2831.56 MANHOLE MH-1 OR 2 | | | 0180 09057 1.000 EA | 750.00000 750.00| 275.00000 275.00| 412.50000 412.50 FRAME & COVER MH-1 | | | 0190 10128 1481.000 TON | 19.50000 28879.50| 17.00000 25177.00| 19.55000 28953.55 AGGR. BASE MATL. TY. I NO. 21B | | | 0200 10611 578.000 TON | 86.00000 49708.00| 84.00000 48552.00| 89.04000 51465.12 ASPHALT CONCRETE TY. IM-19.0D | | | 0210 10628 12628.000 SY | 1.65000 20836.20| 4.50000 56826.00| 2.00000 25256.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0220 10636 1343.000 TON | 86.00000 115498.00| 93.00000 124899.00| 89.04000 119580.72 ASPHALT CONCRETE TY. SM-9.5D | | | 0230 10643 770.000 TON | 86.00000 66220.00| 92.00000 70840.00| 89.04000 68560.80 ASPHALT CONCRETE TY. BM-25.0D | | | 0240 11070 2619.000 LF | 2.00000 5238.00| 8.00000 20952.00| 6.85000 17940.15 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0250 12020 170.000 LF | 12.00000 2040.00| 14.00000 2380.00| 14.70000 2499.00 STD. CURB CG-2 | | | 0260 12600 2101.000 LF | 13.00000 27313.00| 13.40000 28153.40| 16.90000 35506.90 STD. COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -3 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 12610 395.000 LF | 13.00000 5135.00| 13.40000 5293.00| 17.45000 6892.75 RADIAL COMB. CURB & GUTTER CG-6 | | | 0280 13108 12.000 SY | 310.00000 3720.00| 250.00000 3000.00| 390.00000 4680.00 CG-12 DETECTABLE WARNING SURFACE | | | 0290 13220 1820.000 SY | 27.00000 49140.00| 28.50000 51870.00| 36.00000 65520.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0300 21020 22.000 SY | 57.00000 1254.00| 75.00000 1650.00| 66.00000 1452.00 MEDIAN STRIP MS-1 | | | 0310 24100 200.000 HR | 50.00000 10000.00| 22.00000 4400.00| 20.00000 4000.00 ALLAYING DUST | | | 0320 24160 5073.000 SF | 14.50000 73558.50| 9.50000 48193.50| 5.00000 25365.00 CONSTRUCTION SIGNS | | | 0330 24260 250.000 TON | 20.00000 5000.00| 20.00000 5000.00| 17.37000 4342.50 CR. RUN AGGR. NO. 25 OR 26 | | | 0340 24272 1377.000 HR | 27.00000 37179.00| 20.00000 27540.00| 10.00000 13770.00 TRUCK MOUNTED ATTENUATOR | | | 0350 24278 28481.000 DAY | 0.90000 25632.90| 0.65000 18512.65| 0.33000 9398.73 GROUP 2 CHANNELIZING DEVICES | | | 0360 24279 840.000 HR | 22.00000 18480.00| 16.00000 13440.00| 10.00000 8400.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0370 24281 1377.000 HR | 15.00000 20655.00| 4.18000 5755.86| 5.00000 6885.00 ELECTRONIC ARROW | | | 0380 24430 1042.000 SY | 2.00000 2084.00| 7.50000 7815.00| 5.70000 5939.40 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0390 27102 224.000 LB | 17.00000 3808.00| 11.00000 2464.00| 11.00000 2464.00 REGULAR SEED | | | 0400 27103 140.000 LB | 3.00000 420.00| 6.60000 924.00| 3.30000 462.00 OVERSEEDING | | | 0410 27215 1.000 TON | 1545.00000 1545.00| 1485.00000 1485.00| 1540.00000 1540.00 FERTILIZER(15-30-15) | | | 0420 27250 4.000 TON | 250.00000 1000.00| 220.00000 880.00| 198.00000 792.00 LIME | | | 0430 27288 0.250 ACRE| 5000.00000 1250.00| 2000.00000 500.00| 1320.00000 330.00 EROSION CONTROL MULCH | | | 0440 27415 12.000 EA | 125.00000 1500.00| 250.00000 3000.00| 200.00000 2400.00 CHECK DAM(ROCK) TY. II | | | 0450 27430 478.000 CY | 15.00000 7170.00| 2.00000 956.00| 10.00000 4780.00 SILTATION CONTROL EXCAVATION | | | 0460 27461 14.000 EA | 140.00000 1960.00| 125.00000 1750.00| 150.00000 2100.00 INLET PROTECTION TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -4 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 27506 2378.000 LF | 2.50000 5945.00| 3.20000 7609.60| 2.00000 4756.00 TEMP. FILTER BARRIER | | | 0480 40005 75.000 LF | 59.00000 4425.00| 19.00000 1425.00| 61.05000 4578.75 1 1/2" WATER SERVICE LINE | | | 0490 40006 25.000 LF | 83.00000 2075.00| 35.00000 875.00| 173.85000 4346.25 2" WATER SERVICE LINE | | | 0500 40061 93.000 LF | 113.00000 10509.00| 50.00000 4650.00| 194.57000 18095.01 6" DI WATER MAIN | | | 0510 40081 256.000 LF | 224.00000 57344.00| 59.00000 15104.00| 257.09000 65815.04 8" DI WATER MAIN | | | 0520 40121 169.000 LF | 219.00000 37011.00| 72.00000 12168.00| 273.61000 46240.09 12" DI WATER MAIN | | | 0530 40161 2805.000 LF | 129.00000 361845.00| 195.00000 546975.00| 157.49000 441759.45 16" DI WATER MAIN | | | 0540 40406 9.000 EA | 1000.00000 9000.00| 1100.00000 9900.00| 1062.46000 9562.14 16" BEND | | | 0550 40422 11.000 EA | 1300.00000 14300.00| 1250.00000 13750.00| 1797.98000 19777.78 16" BRANCH | | | 0560 40440 1.000 EA | 750.00000 750.00| 740.00000 740.00| 781.18000 781.18 16" PLUG OR CAP | | | 0570 40460 1.000 EA | 850.00000 850.00| 950.00000 950.00| 905.72000 905.72 16" REDUCER | | | 0580 41004 2.000 EA | 900.00000 1800.00| 950.00000 1900.00| 889.69000 1779.38 4" GATE VALVE & BOX | | | 0590 41006 2.000 EA | 1100.00000 2200.00| 1100.00000 2200.00| 1052.21000 2104.42 6" GATE VALVE & BOX | | | 0600 41008 5.000 EA | 1350.00000 6750.00| 1450.00000 7250.00| 1606.50000 8032.50 8" GATE VALVE & BOX | | | 0610 41012 1.000 EA | 3000.00000 3000.00| 2400.00000 2400.00| 2596.04000 2596.04 12" GATE VALVE & BOX | | | 0620 41018 7.000 EA | 3000.00000 21000.00| 2750.00000 19250.00| 3343.44000 23404.08 16" BUTTERFLY VALVE & BOX | | | 0630 41820 1.000 EA | 2400.00000 2400.00| 2750.00000 2750.00| 2036.18000 2036.18 FIRE HYDRANT | | | 0640 41972 1.000 EA | 1100.00000 1100.00| 1100.00000 1100.00| 500.00000 500.00 1" WATER METER & BOX | | | 0650 41975 1.000 EA | 3900.00000 3900.00| 2400.00000 2400.00| 4164.68000 4164.68 2" WATER METER & BOX | | | 0660 41982 1.000 EA | 2800.00000 2800.00| 3800.00000 3800.00| 4600.00000 4600.00 NS WATER FACILITIES WATER FACILITIES | | | 16" CROSS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -5 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0665 41983 LUMP| 159000.00000 159000.00| 99000.00000 99000.00| 312500.00000 312500.00 NS WATER FACILITIES WATER FACILITIES | | | WATERLINE CORROSION PROTECTION SYSTEM | | | 0670 42161 372.000 LF | 245.00000 91140.00| 275.00000 102300.00| 462.89000 172195.08 16" DI SANITARY SEWER PIPE | | | 0680 42755 47.000 LF | 490.00000 23030.00| 525.00000 24675.00| 411.06000 19319.82 SANITARY SEWER MANHOLE | | | 0690 42758 3.000 EA | 280.00000 840.00| 450.00000 1350.00| 539.00000 1617.00 MANHOLE FRAME & COVER WF & C-1 | | | 0695 44500 13.000 EA | 1290.00000 16770.00| 225.00000 2925.00| 200.00000 2600.00 ADJUST EXIST. SMALL GAS VALVE BOX | | | 0700 45008 50.000 LF | 675.00000 33750.00| 1750.00000 87500.00| 991.40000 49570.00 8" GAS MAIN | | | 0710 50108 9.000 SF | 32.00000 288.00| 36.00000 324.00| 34.05000 306.45 SIGN PANEL | | | 0720 50430 10.000 LF | 15.00000 150.00| 20.00000 200.00| 16.24000 162.40 SIGN POST STP-1 2" | | | 0730 50490 1.000 EA | 163.00000 163.00| 175.00000 175.00| 173.82000 173.82 CONCRETE FOUNDATION STP-1 | | | 0740 51030 1.000 EA | 12000.00000 12000.00| 13090.00000 13090.00| 13089.88000 13089.88 CONTROLLER | | | 0750 51184 50.000 EA | 193.00000 9650.00| 216.00000 10800.00| 216.47000 10823.50 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0760 51245 1.000 EA | 1120.00000 1120.00| 1170.00000 1170.00| 1193.15000 1193.15 CONCRETE FOUND. CF-1 | | | 0770 51260 37.000 CY | 719.00000 26603.00| 755.00000 27935.00| 767.87000 28411.19 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION PF-8 | | | 0780 51540 2.000 EA | 216.00000 432.00| 232.00000 464.00| 231.13000 462.26 LOOP DETECTOR AMPLIFIER | | | 0790 51598 50.000 LF | 2.50000 125.00| 2.70000 135.00| 2.70000 135.00 8/3 CONDUCTOR CABLE | | | 0800 51600 695.000 LF | 1.20000 834.00| 1.45000 1007.75| 1.50000 1042.50 14/2 CONDUCTOR CABLE | | | 0810 51602 715.000 LF | 1.35000 965.25| 1.60000 1144.00| 1.65000 1179.75 14/4 CONDUCTOR CABLE | | | 0820 51607 3230.000 LF | 1.80000 5814.00| 1.90000 6137.00| 1.95000 6298.50 14/7 CONDUCTOR CABLE | | | 0830 51614 1060.000 LF | 2.00000 2120.00| 2.43000 2575.80| 2.43000 2575.80 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | COAXIAL CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -6 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 51614 1945.000 LF | 1.40000 2723.00| 1.45000 2820.25| 1.48000 2878.60 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION DETECTOR CABLE | | | 0850 51615 10635.000 LF | 1.10000 11698.50| 1.40000 14889.00| 1.36000 14463.60 14/1 ENCLOSED COND. CABLE | | | 0860 51700 10630.000 LF | 1.25000 13287.50| 1.49000 15838.70| 1.50000 15945.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0870 51830 15.000 EA | 210.00000 3150.00| 221.00000 3315.00| 221.27000 3319.05 HANGER ASSEMBLY SM-3, ONE WAY | | | 0880 51838 3.000 EA | 113.00000 339.00| 120.00000 360.00| 120.62000 361.86 HANGER ASSEMBLY SMB-3, ONE WAY | | | 0890 51912 3270.000 LF | 13.60000 44472.00| 14.25000 46597.50| 14.51000 47447.70 SAW CUT 3/8" | | | 0900 51913 560.000 LF | 14.55000 8148.00| 15.20000 8512.00| 15.55000 8708.00 SAWCUT 5/8" | | | 0910 52000 LUMP| 3700.00000 3700.00| 4735.00000 4735.00| 4823.50000 4823.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXISTING SIGNAL | | | EQUIPMENT | | | 0920 52000 LUMP| 3100.00000 3100.00| 3250.00000 3250.00| 3300.00000 3300.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY TRAFFIC CONTROL | | | SIGNAL | | | 0930 52001 1060.000 LF | 1.45000 1537.00| 1.70000 1802.00| 1.74000 1844.40 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 16/3 CONDUCTOR CABLE | | | 0940 52001 45.000 LF | 5.00000 225.00| 2.60000 117.00| 2.70000 121.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 0950 52002 2.000 EA | 1200.00000 2400.00| 1263.00000 2526.00| 1287.55000 2575.10 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 8 SLOT CARD RACK | | | (DETECTOR) | | | 0960 52002 3.000 EA | 3000.00000 9000.00| 3107.00000 9321.00| 3165.67000 9497.01 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA (MAST ARM) | | | 0970 52002 1.000 EA | 8400.00000 8400.00| 8821.00000 8821.00| 8985.35000 8985.35 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION 4-WAY| | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -7 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 52002 4.000 EA | 350.00000 1400.00| 320.00000 1280.00| 325.94000 1303.76 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | DETECTOR | | | 0990 52002 10.000 EA | 140.00000 1400.00| 150.00000 1500.00| 149.53000 1495.30 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION HANGER ASSEMBLY SMD-2 | | | 1000 52002 7.000 EA | 210.00000 1470.00| 219.00000 1533.00| 218.97000 1532.79 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LOOP AMPLIFIER (2 CHANNEL | | | CARD) | | | 1010 52002 1.000 EA | 4200.00000 4200.00| 4451.00000 4451.00| 4534.46000 4534.46 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 40' | | | 1020 52002 1.000 EA | 4700.00000 4700.00| 4988.00000 4988.00| 5081.38000 5081.38 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 50' | | | 1030 52002 1.000 EA | 7100.00000 7100.00| 7458.00000 7458.00| 7596.97000 7596.97 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 60' | | | 1040 52002 1.000 EA | 8100.00000 8100.00| 8700.00000 8700.00| 8803.23000 8803.23 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM 75' | | | 1050 52002 4.000 EA | 8000.00000 32000.00| 7747.00000 30988.00| 8521.41000 34085.64 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MAST ARM SIGNAL POLE TYPE | | | 1 | | | 1060 52002 3.000 EA | 120.00000 360.00| 115.00000 345.00| 115.91000 347.73 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION PEDESTRIAN PUSHBUTTON | | | 1070 52002 1.000 EA | 750.00000 750.00| 108.00000 108.00| 110.00000 110.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION RELOCATE EXISTING STREET | | | NAME SIGN | | | 1080 52002 1.000 EA | 3800.00000 3800.00| 3945.00000 3945.00| 4018.58000 4018.58 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANSCEIVER (YAGI) | | | 1090 52002 1.000 EA | 2800.00000 2800.00| 2883.00000 2883.00| 2937.70000 2937.70 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UN-INTERRUPTED POWER | | | SUPPLY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -8 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 52002 8.000 EA | 375.00000 3000.00| 392.00000 3136.00| 399.89000 3199.12 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UN-INTERRUPTED POWER | | | SUPPLY BATTERY (S) | | | 1110 52002 1.000 EA | 2500.00000 2500.00| 2676.00000 2676.00| 2726.49000 2726.49 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UN-INTERRUPTED POWER | | | SUPPLY CABINET | | | 1120 52002 1.000 EA | 11200.00000 11200.00| 11870.00000 11870.00| 12204.25000 12204.25 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION (3 INPUTS)| | | 1130 52002 2.000 EA | 4600.00000 9200.00| 4782.00000 9564.00| 4870.80000 9741.60 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION (DUAL | | | CHANNEL CARD) | | | 1140 52003 68.000 HR | 36.00000 2448.00| 37.80000 2570.40| 38.50000 2618.00 NS TRAFFIC ENGINEERING TRAFFIC | | | ENGINEERING UNIFORMED FLAGGERS | | | 1150 52404 3.000 EA | 675.00000 2025.00| 707.00000 2121.00| 720.72000 2162.16 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1160 52424 2.000 EA | 1450.00000 2900.00| 1509.00000 3018.00| 1538.37000 3076.74 ELECTRICAL SERVICE SE-3 TYPE A | | | 1170 54032 3861.000 LF | 0.55000 2123.55| 0.64000 2471.04| 1.10000 4247.10 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1180 54034 726.000 LF | 0.80000 580.80| 0.62000 450.12| 1.38000 1001.88 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1190 54042 1044.000 LF | 3.00000 3132.00| 6.00000 6264.00| 5.61000 5856.84 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1200 54300 6.000 EA | 75.00000 450.00| 94.00000 564.00| 121.00000 726.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1210 54400 1.000 EA | 150.00000 150.00| 320.00000 320.00| 660.00000 660.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 1220 54552 1349.000 LF | 0.45000 607.05| 0.31000 418.19| 0.86000 1160.14 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 1230 55587 13.000 EA | 960.00000 12480.00| 1000.00000 13000.00| 1023.78000 13309.14 JUNCTION BOX JB-S2 | | | 1240 55588 2.000 EA | 1200.00000 2400.00| 1150.00000 2300.00| 1150.83000 2301.66 JUNCTION BOX JB-S3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K44 -9 TABULATION OF BIDS CALL ORDER : K44 CONTRACT ID : C00087761C01B COUNTIES : HENRICO LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K003 |( 3 ) C010 |FIELDER'S CHOICE ENTERPRISE |J. L. KENT & SONS, INC. |CENTRAL CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 56014 10.000 EA | 140.00000 1400.00| 145.00000 1450.00| 149.61000 1496.10 ELECT. SER. GRD. ELECTRODE(10') | | | 1260 56021 245.000 LF | 2.00000 490.00| 1.75000 428.75| 1.79000 438.55 1" PVC CONDUIT | | | 1270 56026 50.000 LF | 10.00000 500.00| 7.00000 350.00| 7.05000 352.50 1 1/4" METAL CONDUIT | | | 1280 56030 1250.000 LF | 2.00000 2500.00| 2.10000 2625.00| 2.10000 2625.00 2" CONDUIT | | | 1290 56034 60.000 LF | 3.00000 180.00| 3.00000 180.00| 3.05000 183.00 3" CONDUIT | | | 1300 56051 1885.000 LF | 21.00000 39585.00| 21.50000 40527.50| 22.00000 41470.00 BORED CONDUIT 3" | | | 1310 56200 1155.000 LF | 5.00000 5775.00| 5.25000 6063.75| 5.44000 6283.20 TRENCH EXCAVATION ECI-1 | | | 1320 56205 4.000 EA | 1050.00000 4200.00| 1600.00000 6400.00| 1100.00000 4400.00 TEST BORE | | | SECTION TOTALS | $ 2,278,314.63| $ 2,383,358.31| $ 2,623,837.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,278,314.63| $ 2,383,358.31| $ 2,623,837.33 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -1 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 10/02/12 COMPLETION DATE PROJECT(S) : (NFO)0267-029-780,C501 FED # HSIP-5A01 (260) (NFO)0267-029-781,C501 FED # HSIP-5A01 (261) CONTRACT DESCRIPTION: DULLES TOLL ROAD EB & WB OFF RAMP AT RTE 7100 FR: 0.05 MI EAST OF RTE 7100 TO: RTE 7100 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 699,999.51 100.0000% 2 A860 ARDENT COMPANY, LLC $ 792,900.00 113.2715% 3 B969 B & B SIGNAL CO., L.L.C. $ 797,610.45 113.9444% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 834,660.36 119.2373% 5 F373 FINLEY ASPHALT & SEALING, INC. $ 852,597.70 121.7998% ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. 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| 16581.76000 16581.76| 130000.00000 130000.00| 13350.00000 13350.00 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 35679.00000 35679.00| 8700.00000 8700.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 150.000 CY | 30.00000 4500.00| 30.00000 4500.00| 41.50000 6225.00 REGULAR EXCAVATION | | | 0040 00140 650.000 CY | 30.00000 19500.00| 20.00000 13000.00| 41.50000 26975.00 BORROW EXCAVATION | | | 0050 10017 472.000 TON | 45.00000 21240.00| 28.00000 13216.00| 52.00000 24544.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0060 10128 35.000 TON | 30.00000 1050.00| 28.00000 980.00| 36.50000 1277.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0070 10630 2625.000 SY | 2.50000 6562.50| 3.85000 10106.25| 3.25000 8531.25 FLEXIBLE PAVEMENT PLANING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -2 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10635 12.000 TON | 250.00000 3000.00| 160.00000 1920.00| 415.00000 4980.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0090 10636 435.000 TON | 100.00000 43500.00| 90.00000 39150.00| 100.00000 43500.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0100 10642 811.000 TON | 92.50000 75017.50| 90.00000 72990.00| 100.00000 81100.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0110 12311 580.000 LF | 22.50000 13050.00| 17.25000 10005.00| 21.00000 12180.00 ASPHALT CONCRETE CURB MC-3 | | | 0120 13108 5.000 SY | 200.00000 1000.00| 225.00000 1125.00| 209.00000 1045.00 CG-12 DETECTABLE WARNING SURFACE | | | 0130 13312 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00| 2650.00000 2650.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0140 13315 2.000 EA | 2500.00000 5000.00| 750.00000 1500.00| 1035.00000 2070.00 GUARDRAIL TERMINAL GR-11 | | | 0150 13320 655.000 LF | 25.00000 16375.00| 16.00000 10480.00| 80.00000 52400.00 GUARDRAIL GR-2 | | | 0160 13345 2.000 EA | 3000.00000 6000.00| 2400.00000 4800.00| 2995.00000 5990.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0170 13496 460.000 LF | 55.00000 25300.00| 47.22000 21721.20| 68.00000 31280.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0180 13626 2.000 EA | 5100.00000 10200.00| 3600.00000 7200.00| 5760.00000 11520.00 IMPACT ATTENUATOR SERVICE TYPE II-15 | | | 0190 22645 10.000 LF | 150.00000 1500.00| 51.50000 515.00| 34.50000 345.00 FENCE FE-CL VINYL COATED | | | 0200 24160 500.000 SF | 15.00000 7500.00| 11.00000 5500.00| 26.00000 13000.00 CONSTRUCTION SIGNS | | | 0210 24272 1000.000 HR | 15.00000 15000.00| 0.50000 500.00| 41.50000 41500.00 TRUCK MOUNTED ATTENUATOR | | | 0220 24278 15600.000 DAY | 0.50000 7800.00| 0.02000 312.00| 2.10000 32760.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24279 3000.000 HR | 12.50000 37500.00| 0.02000 60.00| 21.00000 63000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0240 24281 1000.000 HR | 5.00000 5000.00| 0.02000 20.00| 7.00000 7000.00 ELECTRONIC ARROW | | | 0250 24282 350.000 HR | 10.00000 3500.00| 15.00000 5250.00| 30.00000 10500.00 FLAGGER SERVICE | | | 0260 24430 1970.000 SY | 6.75000 13297.50| 9.50000 18715.00| 9.50000 18715.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -3 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24601 650.000 LF | 4.00000 2600.00| 2.50000 1625.00| 5.75000 3737.50 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0280 24602 10.000 LF | 20.00000 200.00| 30.50000 305.00| 17.25000 172.50 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE REMOVE EXISTING CHAIN LINK FENCE | | | 0290 27012 0.280 ACRE| 15000.00000 4200.00| 10000.00000 2800.00| 14135.00000 3957.80 TOPSOIL CLASS A 2" | | | 0300 27102 54.000 LB | 20.00000 1080.00| 10.00000 540.00| 4.75000 256.50 REGULAR SEED | | | 0310 27103 34.000 LB | 20.00000 680.00| 10.00000 340.00| 4.75000 161.50 OVERSEEDING | | | 0320 27215 0.080 TON | 4000.00000 320.00| 1000.00000 80.00| 1475.00000 118.00 FERTILIZER(15-30-15) | | | 0330 27250 1.070 TON | 700.00000 749.00| 1000.00000 1070.00| 785.00000 839.95 LIME | | | 0340 27451 3.000 EA | 200.00000 600.00| 250.00000 750.00| 220.00000 660.00 INLET PROTECTION TYPE A | | | 0350 27505 630.000 LF | 4.00000 2520.00| 2.00000 1260.00| 1.05000 661.50 TEMP. SILT FENCE | | | 0360 49012 5.000 EA | 750.00000 3750.00| 250.00000 1250.00| 1570.00000 7850.00 NS UTILITIES UTILITIES TEST PIT (PAVED) | | | 0370 49012 5.000 EA | 500.00000 2500.00| 200.00000 1000.00| 785.00000 3925.00 NS UTILITIES UTILITIES TEST PIT | | | (UNPAVED) | | | 0380 50108 123.500 SF | 35.00000 4322.50| 26.00000 3211.00| 30.00000 3705.00 SIGN PANEL | | | 0390 50434 22.000 LF | 40.00000 880.00| 35.00000 770.00| 36.00000 792.00 SIGN POST STP-1 2 1/2" | | | 0400 50490 2.000 EA | 300.00000 600.00| 265.00000 530.00| 155.00000 310.00 CONCRETE FOUNDATION STP-1 | | | 0410 50860 7.000 EA | 50.00000 350.00| 125.00000 875.00| 30.00000 210.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 0420 50868 2.000 EA | 50.00000 100.00| 235.00000 470.00| 30.00000 60.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-2 | | | 0430 51030 2.000 EA | 775.00000 1550.00| 2500.00000 5000.00| 675.00000 1350.00 CONTROLLER | | | 0440 51160 10.000 EA | 110.00000 1100.00| 225.00000 2250.00| 95.50000 955.00 ELEC.SERV.GROUNDING ELECTRODE (10') | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -4 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 51170 2.000 EA | 3100.00000 6200.00| 1550.00000 3100.00| 2700.00000 5400.00 ELECTRICAL SERVICE SE-5 | | | 0460 51184 80.000 EA | 155.00000 12400.00| 175.00000 14000.00| 135.00000 10800.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0470 51198 2.000 EA | 125.00000 250.00| 155.00000 310.00| 95.50000 191.00 PEDESTRIAN ACTUATION PA-2 | | | 0480 51199 1.000 EA | 125.00000 125.00| 215.00000 215.00| 95.50000 95.50 PEDESTRIAN ACTUATION PA-3 | | | 0490 51210 1.000 EA | 500.00000 500.00| 475.70000 475.70| 420.00000 420.00 PEDESTAL POLE PF-2 10' | | | 0500 51238 70.000 CY | 475.00000 33250.00| 950.00000 66500.00| 350.00000 24500.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 0510 51240 1.000 EA | 775.00000 775.00| 475.00000 475.00| 665.00000 665.00 CONCRETE FOUNDATION PF-2 | | | 0520 51247 2.000 EA | 1150.00000 2300.00| 1150.00000 2300.00| 975.00000 1950.00 CONCRETE FOUND. CF-3 | | | 0530 51248 1.000 EA | 250.00000 250.00| 385.00000 385.00| 195.00000 195.00 NS CONC. FOUNDATION CONC. FOUNDATION | | | PF-3 | | | 0540 51425 1.000 EA | 200.00000 200.00| 415.00000 415.00| 95.00000 95.00 NS SIGNAL POLE SIGNAL POLE PEDESTAL | | | POLE PF-3 | | | 0550 51425 1.000 EA | 13450.00000 13450.00| 15075.00000 15075.00| 11450.00000 11450.00 NS SIGNAL POLE SIGNAL POLE SIGNAL POLE | | | MP-1 20' ONE ARM 66' | | | 0560 51425 1.000 EA | 18810.00000 18810.00| 22340.00000 22340.00| 16810.00000 16810.00 NS SIGNAL POLE SIGNAL POLE SIGNAL POLE | | | MP-1 20' TWO ARM 56 & 66' | | | 0570 51425 2.000 EA | 14950.00000 29900.00| 17200.00000 34400.00| 12900.00000 25800.00 NS SIGNAL POLE SIGNAL POLE SIGNAL POLE | | | MP-1 COMB. LUM. ONE ARM 75' | | | 0580 51425 1.000 EA | 15300.00000 15300.00| 15695.00000 15695.00| 13280.00000 13280.00 NS SIGNAL POLE SIGNAL POLE SIGNAL POLE | | | MP-1, 20' ONE ARM 82' | | | 0590 51540 30.000 EA | 2.00000 60.00| 300.00000 9000.00| 1.00000 30.00 LOOP DETECTOR AMPLIFIER | | | 0600 51600 175.000 LF | 2.00000 350.00| 1.25000 218.75| 1.25000 218.75 14/2 CONDUCTOR CABLE | | | 0610 51607 2900.000 LF | 2.00000 5800.00| 1.75000 5075.00| 1.50000 4350.00 14/7 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -5 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 51614 600.000 LF | 1.50000 900.00| 1.95000 1170.00| 0.75000 450.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 10/2 | | | CONDUCTOR CABLE | | | 0630 51615 3050.000 LF | 0.50000 1525.00| 1.05000 3202.50| 0.25000 762.50 14/1 ENCLOSED COND. CABLE | | | 0640 51700 9800.000 LF | 1.75000 17150.00| 1.30000 12740.00| 1.35000 13230.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0650 51830 18.000 EA | 225.00000 4050.00| 275.00000 4950.00| 200.00000 3600.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0660 51838 5.000 EA | 200.00000 1000.00| 185.00000 925.00| 103.00000 515.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 0670 51910 590.000 LF | 4.00000 2360.00| 7.50000 4425.00| 6.25000 3687.50 SAW CUT | | | 0680 51912 980.000 LF | 4.50000 4410.00| 7.50000 7350.00| 3.50000 3430.00 SAW CUT 3/8" | | | 0690 51913 230.000 LF | 8.50000 1955.00| 8.50000 1955.00| 7.00000 1610.00 SAWCUT 5/8" | | | 0700 52000 LUMP| 12500.00000 12500.00| 8500.00000 8500.00| 9095.00000 9095.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXISTING SIGNAL | | | EQUIPMENT | | | 0710 52000 LUMP| 1500.00000 1500.00| 7500.00000 7500.00| 1400.00000 1400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TRAFFIC | | | SIGNALIZATION | | | 0720 52000 LUMP| 1500.00000 1500.00| 7500.00000 7500.00| 1400.00000 1400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMPORARY SIGNALIZATION | | | 0730 52002 2.000 EA | 500.00000 1000.00| 1100.00000 2200.00| 340.00000 680.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM 15' | | | 0740 52002 2.000 EA | 2000.00000 4000.00| 1075.00000 2150.00| 1580.00000 3160.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 0750 52002 8.000 EA | 500.00000 4000.00| 400.00000 3200.00| 300.00000 2400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -6 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 52002 2.000 EA | 2750.00000 5500.00| 2550.00000 5100.00| 2115.00000 4230.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 0770 52404 2.000 EA | 750.00000 1500.00| 850.00000 1700.00| 420.00000 840.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 0780 54032 3850.000 LF | 1.50000 5775.00| 0.92000 3542.00| 0.80000 3080.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0790 54034 435.000 LF | 3.00000 1305.00| 2.00000 870.00| 1.15000 500.25 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0800 54042 140.000 LF | 8.00000 1120.00| 8.00000 1120.00| 5.25000 735.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0810 54105 505.000 LF | 2.00000 1010.00| 1.12000 565.60| 1.40000 707.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0820 54106 30.000 SF | 8.00000 240.00| 3.00000 90.00| 4.25000 127.50 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0830 54300 11.000 EA | 150.00000 1650.00| 77.00000 847.00| 89.00000 979.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0840 54400 1.000 EA | 500.00000 500.00| 500.00000 500.00| 315.00000 315.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0850 54402 5.000 EA | 300.00000 1500.00| 250.00000 1250.00| 270.00000 1350.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TRIPLE ARROW | | | 0860 54526 6.000 EA | 300.00000 1800.00| 300.00000 1800.00| 262.00000 1572.00 NS CONSTR.P.M.TY.D CONSTR.PAVE.MARK.TY. | | | D CONSTRUCTION TRIPLE ARROW | | | 0870 54550 460.000 LF | 1.00000 460.00| 1.00000 460.00| 0.42000 193.20 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0880 54554 1400.000 LF | 1.50000 2100.00| 1.50000 2100.00| 0.85000 1190.00 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 0890 55060 210.000 LF | 2.00000 420.00| 2.05000 430.50| 1.00000 210.00 6 CONDUCTOR CABLE | | | 0900 55512 2.000 EA | 500.00000 1000.00| 850.00000 1700.00| 265.00000 530.00 LUMINAIRE 250 WATT H.P.S. OFFSET | | | 0910 55586 3.000 EA | 750.00000 2250.00| 735.00000 2205.00| 540.00000 1620.00 JUNCTION BOX JB-S1 | | | 0920 55587 16.000 EA | 950.00000 15200.00| 785.00000 12560.00| 750.00000 12000.00 JUNCTION BOX JB-S2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K58 -7 TABULATION OF BIDS CALL ORDER : K58 CONTRACT ID : C00090214C01 COUNTIES : FAIRFAX LETTING DATE : 02/22/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) B969 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 55588 2.000 EA | 1350.00000 2700.00| 1350.00000 2700.00| 1105.00000 2210.00 JUNCTION BOX JB-S3 | | | 0940 56022 60.000 LF | 15.00000 900.00| 10.00000 600.00| 12.00000 720.00 1" METAL CONDUIT | | | 0950 56026 75.000 LF | 8.25000 618.75| 11.50000 862.50| 5.25000 393.75 1 1/4" METAL CONDUIT | | | 0960 56030 125.000 LF | 5.00000 625.00| 5.00000 625.00| 3.50000 437.50 2" CONDUIT | | | 0970 56034 940.000 LF | 8.25000 7755.00| 6.00000 5640.00| 7.00000 6580.00 3" CONDUIT | | | 0980 56038 55.000 LF | 9.00000 495.00| 7.00000 385.00| 4.00000 220.00 4" CONDUIT | | | 0990 56050 360.000 LF | 28.00000 10080.00| 15.00000 5400.00| 19.00000 6840.00 BORED CONDUIT 2" | | | 1000 56052 610.000 LF | 23.00000 14030.00| 35.00000 21350.00| 20.00000 12200.00 BORED CONDUIT 4" | | | 1010 56200 1080.000 LF | 11.50000 12420.00| 11.00000 11880.00| 10.00000 10800.00 TRENCH EXCAVATION ECI-1 | | | 1020 56202 100.000 LF | 52.00000 5200.00| 35.00000 3500.00| 35.00000 3500.00 TRENCH EXCAVATION ECI-2 | | | 1030 56205 4.000 EA | 2250.00000 9000.00| 2500.00000 10000.00| 1750.00000 7000.00 TEST BORE | | | SECTION TOTALS | $ 699,999.51| $ 792,900.00| $ 797,610.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 699,999.51| $ 792,900.00| $ 797,610.45 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K77 -1 TABULATION OF BIDS CALL ORDER : K77 CONTRACT ID : C00098974N501 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/03/12 COMPLETION DATE PROJECT(S) : 0095-020-145, N501 FED # IM-PM04(360) CONTRACT DESCRIPTION: I-95 NORTH & SOUTH MILL & OVERLAY, CHESTERFIELD FR: 0.67 MI S MAURY STREET OP (MM 72.92) TO: N END FALLING CREEK BRIDGE (MM 67.61) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 10,823,289.03 100.0000% 2 B850 BRANSCOME INC. $ 12,148,944.90 112.2482% 3 L015 LEE HY PAVING CORPORATION $ 12,727,865.04 117.5970% ==================================================================================================================================== |( 1 ) G303 |( 2 ) B850 |( 3 ) L015 |AMERICAN INFRASTRUCTURE-VA, |BRANSCOME INC. |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 10099 70.000 TON | 66.01000 4620.70| 35.00000 2450.00| 45.00000 3150.00 AGGR. MATL. NO. 21A OR 21B | | | 0020 10598 25744.000 TON | 102.41000 2636443.04| 115.00000 2960560.00| 119.26000 3070229.44 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SMA-12.5(76-22) | | | 0030 10598 38616.000 TON | 100.81000 3892878.96| 112.00000 4324992.00| 127.15000 4910024.40 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | SMA-19.0(76-22) | | | 0040 10700 15840.000 LF | 0.35000 5544.00| 1.00000 15840.00| 0.70000 11088.00 RUMBLE STRIP, ASPHALT | | | 0050 10701 2939.000 SY | 1.52000 4467.28| 2.00000 5878.00| 1.55000 4555.45 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0060 13315 15.000 EA | 806.53000 12097.95| 715.00000 10725.00| 750.00000 11250.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 29325.000 LF | 16.67000 488847.75| 16.00000 469200.00| 17.00000 498525.00 GUARDRAIL GR-2 | | | 0080 13345 11.000 EA | 2150.74000 23658.14| 2150.00000 23650.00| 2300.00000 25300.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K77 -2 TABULATION OF BIDS CALL ORDER : K77 CONTRACT ID : C00098974N501 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) B850 |( 3 ) L015 |AMERICAN INFRASTRUCTURE-VA, |BRANSCOME INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13355 1275.000 LF | 23.66000 30166.50| 26.00000 33150.00| 27.00000 34425.00 GUARDRAIL GR-10 | | | 0100 13392 9.000 EA | 2150.74000 19356.66| 2150.00000 19350.00| 2300.00000 20700.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0110 13393 10.000 EA | 537.69000 5376.90| 900.00000 9000.00| 945.00000 9450.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0140 13401 12.000 EA | 1720.59000 20647.08| 2150.00000 25800.00| 2300.00000 27600.00 NS GUARDRAIL GUARDRAIL BRIDGE ATTACH, | | | BRGR 17D TY I | | | 0150 13401 9.000 EA | 537.68000 4839.12| 900.00000 8100.00| 945.00000 8505.00 NS GUARDRAIL GUARDRAIL BRIDGE ATTACH, | | | BRGR 17D TY II | | | 0160 13401 1.000 EA | 4731.62000 4731.62| 3211.00000 3211.00| 3400.00000 3400.00 NS GUARDRAIL GUARDRAIL BRIDGE ATTACH. | | | BRGR-4A, TYI | | | 0170 13401 3.000 EA | 860.29000 2580.87| 1100.00000 3300.00| 1200.00000 3600.00 NS GUARDRAIL GUARDRAIL BRIDGE ATTACH. | | | BRGR-4A, TYII | | | 0180 16325 4112.000 TON | 54.92000 225831.04| 100.00000 411200.00| 80.00000 328960.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | IM-19.0D (PATCHING) | | | 0190 16355 17537.000 TON | 69.12000 1212157.44| 76.00000 1332812.00| 84.02000 1473458.74 ASPHALT CONCRETE TY. SM-12.5D | | | 0200 16360 332.000 TON | 237.44000 78830.08| 173.00000 57436.00| 128.15000 42545.80 ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0210 16515 235737.000 SY | 3.21000 756715.77| 3.01000 709568.37| 3.62000 853367.94 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING OVER 4" | | | 0220 16522 159428.000 SY | 2.10000 334798.80| 1.51000 240736.28| 1.38000 220010.64 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0230 24265 LUMP| 280069.83000 280069.83| 500000.00000 500000.00| 239000.00000 239000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FR: MM 72.92 TO MM | | | 67.61 NBL | | | 0240 24265 LUMP| 280069.83000 280069.83| 490000.00000 490000.00| 258000.00000 258000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC FR: MM 72.92 TO MM | | | 67.61 SBL | | | 0250 24279 16310.000 HR | 4.20000 68502.00| 0.50000 8155.00| 0.25000 4077.50 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K77 -3 TABULATION OF BIDS CALL ORDER : K77 CONTRACT ID : C00098974N501 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) G303 |( 2 ) B850 |( 3 ) L015 |AMERICAN INFRASTRUCTURE-VA, |BRANSCOME INC. |LEE HY PAVING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 24501 18625.000 LF | 3.24000 60345.00| 5.00000 93125.00| 10.00000 186250.00 NS REMOVE EXIST. REMOVE EXIST. CURB AND | | | /OR BACKUP MATERIAL | | | 0260 24502 9.000 EA | 161.31000 1451.79| 220.00000 1980.00| 235.00000 2115.00 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL | | | 0270 24601 37150.000 LF | 1.61000 59811.50| 1.80000 66870.00| 1.90000 70585.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0280 24617 175.000 LF | 12.90000 2257.50| 15.00000 2625.00| 10.60000 1855.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0300 24640 7712.500 LF | 2.15000 16581.88| 2.50000 19281.25| 2.65000 20438.13 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0310 54032 14900.000 LF | 0.40000 5960.00| 0.40000 5960.00| 0.63000 9387.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0320 54034 112400.000 LF | 0.59000 66316.00| 0.60000 67440.00| 0.95000 106780.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0330 54037 9200.000 LF | 1.01000 9292.00| 1.00000 9200.00| 1.31000 12052.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0340 54042 1200.000 LF | 6.18000 7416.00| 6.00000 7200.00| 5.25000 6300.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0350 54075 1600.000 LF | 2.61000 4176.00| 2.50000 4000.00| 5.25000 8400.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0360 54076 29600.000 LF | 3.65000 108040.00| 3.50000 103600.00| 4.20000 124320.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0370 54217 1750.000 EA | 20.76000 36330.00| 25.00000 43750.00| 32.00000 56000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0380 54550 168000.000 LF | 0.31000 52080.00| 0.35000 58800.00| 0.37000 62160.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 10,823,289.03| $ 12,148,944.90| $ 12,727,865.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,823,289.03| $ 12,148,944.90| $ 12,727,865.04 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K80 -1 TABULATION OF BIDS CALL ORDER : K80 CONTRACT ID : C00086301B55 COUNTIES : SMYTH LETTING DATE : 02/22/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/17/13 COMPLETION DATE PROJECT(S) : 0670-086-718, C501 FED # BR-086-1(040) 0670-086-718, B655 FED # BR-086-1(040) CONTRACT DESCRIPTION: BRIDGE OVER SOUTH FORK HOLSTON RIVER & APPROACHES FROM: 1.047 MI. W. RTE. 601 W. TO: 0.901 MI. W. RTE. 601 W. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K065 KEN CONSTRUCTION CO., INC. $ 625,248.55 100.0000% 2 E155 ELK KNOB, INC. $ 811,880.38 129.8492% 3 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 874,786.21 139.9102% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 907,897.90 145.2059% ==================================================================================================================================== |( 1 ) K065 |( 2 ) E155 |( 3 ) V037 |KEN CONSTRUCTION CO., INC. |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONSTRUC 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| 64000.00000 64000.00| 65000.00000 65000.00| 63771.15000 63771.15 MOBILIZATION | | | 0020 00101 LUMP| 8000.00000 8000.00| 2629.00000 2629.00| 5841.00000 5841.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 29000.00000 29000.00| 2500.00000 2500.00| 11744.04000 11744.04 CLEARING AND GRUBBING | | | 0040 00120 341.000 CY | 18.00000 6138.00| 29.00000 9889.00| 40.25000 13725.25 REGULAR EXCAVATION | | | 0050 00700 22.000 LF | 30.00000 660.00| 75.00000 1650.00| 147.50000 3245.00 POST INSTALLATION INSPECTION | | | 0060 01180 67.000 LF | 45.00000 3015.00| 28.00000 1876.00| 37.39000 2505.13 18" PIPE | | | 0070 06181 6.000 EA | 200.00000 1200.00| 175.00000 1050.00| 610.30000 3661.80 18" END SECTION ES-1 | | | 0080 09150 15.000 TON | 75.00000 1125.00| 35.00000 525.00| 25.85000 387.75 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K80 -2 TABULATION OF BIDS CALL ORDER : K80 CONTRACT ID : C00086301B55 COUNTIES : SMYTH LETTING DATE : 02/22/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) K065 |( 2 ) E155 |( 3 ) V037 |KEN CONSTRUCTION CO., INC. |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10065 172.000 TON | 35.00000 6020.00| 30.00000 5160.00| 33.66000 5789.52 AGGR. MATL. NO. 1 | | | 0100 10128 519.000 TON | 28.00000 14532.00| 24.00000 12456.00| 33.77000 17526.63 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10598 250.000 TON | 200.00000 50000.00| 177.00000 44250.00| 200.60000 50150.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-19.0A | | | 0120 13345 3.000 EA | 3000.00000 9000.00| 3667.00000 11001.00| 3736.66000 11209.98 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0130 13383 3.000 EA | 3100.00000 9300.00| 3410.00000 10230.00| 3736.66000 11209.98 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13495 72.000 LF | 30.00000 2160.00| 30.00000 2160.00| 105.62000 7604.64 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0150 22501 225.000 LF | 20.00000 4500.00| 22.00000 4950.00| 7.08000 1593.00 FENCE FE-W1 | | | 0160 22541 2.000 EA | 300.00000 600.00| 660.00000 1320.00| 354.00000 708.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0170 22581 3.000 EA | 300.00000 900.00| 990.00000 2970.00| 354.00000 1062.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0180 22909 1.000 EA | 2000.00000 2000.00| 2200.00000 2200.00| 590.00000 590.00 GATE FE-G L=14' | | | 0190 24100 250.000 HR | 0.01000 2.50| 15.00000 3750.00| 46.78000 11695.00 ALLAYING DUST | | | 0200 24160 390.500 SF | 18.00000 7029.00| 16.00000 6248.00| 19.65000 7673.33 CONSTRUCTION SIGNS | | | 0210 24260 300.000 TON | 20.00000 6000.00| 24.00000 7200.00| 32.20000 9660.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0220 24278 20000.000 DAY | 0.01000 200.00| 0.50000 10000.00| 0.15000 3000.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24282 1000.000 HR | 0.10000 100.00| 18.00000 18000.00| 19.87000 19870.00 FLAGGER SERVICE | | | 0240 24290 176.000 LF | 25.00000 4400.00| 22.25000 3916.00| 75.61000 13307.36 TRAFFIC BARRIER SERVICE CONCRETE | | | 0250 24430 853.000 SY | 10.00000 8530.00| 2.50000 2132.50| 8.98000 7659.94 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0260 27102 156.000 LB | 7.50000 1170.00| 8.25000 1287.00| 18.61000 2903.16 REGULAR SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K80 -3 TABULATION OF BIDS CALL ORDER : K80 CONTRACT ID : C00086301B55 COUNTIES : SMYTH LETTING DATE : 02/22/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) K065 |( 2 ) E155 |( 3 ) V037 |KEN CONSTRUCTION CO., INC. |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27103 60.000 LB | 7.50000 450.00| 8.25000 495.00| 10.62000 637.20 OVERSEEDING | | | 0280 27104 8.000 LB | 12.00000 96.00| 13.20000 105.60| 23.60000 188.80 LEGUME SEED | | | 0290 27105 5.000 LB | 12.00000 60.00| 13.20000 66.00| 22.42000 112.10 LEGUME OVERSEEDING | | | 0300 27215 0.150 TON | 925.00000 138.75| 1017.50000 152.63| 1416.00000 212.40 FERTILIZER(15-30-15) | | | 0310 27250 2.000 TON | 190.00000 380.00| 209.00000 418.00| 119.18000 238.36 LIME | | | 0320 27415 13.000 EA | 1.00000 13.00| 200.00000 2600.00| 209.26000 2720.38 CHECK DAM(ROCK) TY. II | | | 0330 27422 2.000 EA | 1350.00000 2700.00| 1200.00000 2400.00| 494.52000 989.04 DEWATERING BASIN | | | 0340 27430 138.000 CY | 0.10000 13.80| 0.10000 13.80| 9.84000 1357.92 SILTATION CONTROL EXCAVATION | | | 0350 27505 429.000 LF | 4.00000 1716.00| 3.00000 1287.00| 11.80000 5062.20 TEMP. SILT FENCE | | | 0360 60404 114.000 CY | 500.00000 57000.00| 698.00000 79572.00| 827.87000 94377.18 CONCRETE CLASS A4 | | | 0370 60490 179.000 SY | 16.00000 2864.00| 13.53000 2421.87| 22.55000 4036.45 BRIDGE DECK GROOVING | | | 0380 61701 22410.000 LB | 2.25000 50422.50| 2.08000 46612.80| 2.46000 55128.60 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0390 62031 134.000 LF | 125.00000 16750.00| 124.00000 16616.00| 158.41000 21226.94 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0400 64005 480.000 TON | 28.00000 13440.00| 30.00000 14400.00| 35.45000 17016.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0410 64011 610.000 CY | 24.00000 14640.00| 45.00000 27450.00| 29.42000 17946.20 STRUCTURE EXCAVATION | | | 0420 64110 510.000 LF | 100.00000 51000.00| 42.00000 21420.00| 41.36000 21093.60 STEEL PILES 10" | | | 0430 64755 18.000 EA | 150.00000 2700.00| 100.00000 1800.00| 96.66000 1739.88 PILE POINT FOR 10" STEEL PILE | | | 0440 65013 177.000 CY | 375.00000 66375.00| 600.00000 106200.00| 802.95000 142122.15 CONCRETE CLASS A3 | | | 0450 65200 8040.000 LB | 1.20000 9648.00| 1.00000 8040.00| 0.98000 7879.20 REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K80 -4 TABULATION OF BIDS CALL ORDER : K80 CONTRACT ID : C00086301B55 COUNTIES : SMYTH LETTING DATE : 02/22/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) K065 |( 2 ) E155 |( 3 ) V037 |KEN CONSTRUCTION CO., INC. |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 65201 6800.000 LB | 2.20000 14960.00| 1.75000 11900.00| 1.71000 11628.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0470 66120 3.000 EA | 3500.00000 10500.00| 32500.00000 97500.00| 23777.07000 71331.21 COFFERDAM | | | 0480 66239 300.000 TON | 40.00000 12000.00| 35.00000 10500.00| 46.11000 13833.00 DRY RIPRAP CL.II 38" | | | 0490 66925 140.000 TON | 30.00000 4200.00| 30.00000 4200.00| 38.70000 5418.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE AGGR. MATL. NO. 1 | | | 0500 66927 LUMP| 15000.00000 15000.00| 14360.18000 14360.18| 31335.45000 31335.45 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE TRANSP. & INS. ARTIC. CONC.| | | BLOCKS | | | 0510 67900 LUMP| 23600.00000 23600.00| 55000.00000 55000.00| 24433.44000 24433.44 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. 6108 | | | 0520 67904 LUMP| 15000.00000 15000.00| 52000.00000 52000.00| 34628.85000 34628.85 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | SECTION TOTALS | $ 625,248.55| $ 811,880.38| $ 874,786.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,248.55| $ 811,880.38| $ 874,786.21 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K81 -1 TABULATION OF BIDS CALL ORDER : K81 CONTRACT ID : C00082345B55 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/21/13 COMPLETION DATE PROJECT(S) : (NFO)0613-060-230, B655 FED # BROS-060-2(134) (NFO)0613-060-230, M501 FED # BROS-060-2(134) (NFO)0613-060-230, B655 FED # BROS-060-2(134) CONTRACT DESCRIPTION: BRIDGE AND APPROACHES RTE. 613 (BLUE SPRINGS RD.) OVER LITTLE RIVER 0.3 MI. N. RTE. 620 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C024 A. R. COFFEY AND SONS, INC. $ 1,437,251.40 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 1,511,559.25 105.1701% 3 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,638,348.40 113.9918% 4 D172 DLB, INC. $ 1,737,989.45 120.9245% 5 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 1,742,820.66 121.2607% 6 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 1,945,246.90 135.3449% ==================================================================================================================================== |( 1 ) C024 |( 2 ) H018 |( 3 ) O017 |A. R. COFFEY AND SONS, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 80000.00000 80000.00| 75000.00000 75000.00| 115000.00000 115000.00 MOBILIZATION | | | 0020 00101 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 7300.00000 7300.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 19000.00000 19000.00 GRADING | | | 0040 00591 36.000 LF | 11.00000 396.00| 10.00000 360.00| 27.00000 972.00 COMB. UNDERDRAIN CD-2 | | | 0050 00595 54.000 LF | 11.00000 594.00| 10.00000 540.00| 19.00000 1026.00 OUTLET PIPE | | | 0060 00596 4.000 EA | 460.00000 1840.00| 350.00000 1400.00| 600.00000 2400.00 ENDWALL EW-12 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K81 -2 TABULATION OF BIDS CALL ORDER : K81 CONTRACT ID : C00082345B55 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) H018 |( 3 ) O017 |A. R. COFFEY AND SONS, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00700 50.000 LF | 5.00000 250.00| 25.00000 1250.00| 24.00000 1200.00 POST INSTALLATION INSPECTION | | | 0080 01240 50.000 LF | 45.00000 2250.00| 45.00000 2250.00| 65.00000 3250.00 24" PIPE | | | 0090 09056 5.000 LF | 275.00000 1375.00| 250.00000 1250.00| 460.00000 2300.00 MANHOLE MH-1 OR 2 | | | 0100 09057 1.000 EA | 462.00000 462.00| 450.00000 450.00| 740.00000 740.00 FRAME & COVER MH-1 | | | 0110 09150 4.000 TON | 40.00000 160.00| 50.00000 200.00| 58.00000 232.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10065 205.000 TON | 24.60000 5043.00| 30.00000 6150.00| 33.00000 6765.00 AGGR. MATL. NO. 1 | | | 0130 10128 111.000 TON | 24.50000 2719.50| 28.00000 3108.00| 39.00000 4329.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0140 10635 17.000 TON | 560.00000 9520.00| 600.00000 10200.00| 660.00000 11220.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0150 11070 38.000 LF | 10.00000 380.00| 5.00000 190.00| 9.10000 345.80 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 8" | | | 0160 13312 1.000 EA | 2600.00000 2600.00| 3300.00000 3300.00| 3000.00000 3000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0170 13345 3.000 EA | 3100.00000 9300.00| 2700.00000 8100.00| 3600.00000 10800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0180 13383 2.000 EA | 2600.00000 5200.00| 2800.00000 5600.00| 3000.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0190 13384 2.000 EA | 840.00000 1680.00| 1400.00000 2800.00| 960.00000 1920.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0200 16241 95.000 TON | 26.00000 2470.00| 30.00000 2850.00| 30.00000 2850.00 NS AGGR. MATL AGGR. MATL NUMBER 57 STON | | | 0210 24100 900.000 HR | 0.00000 0.00| 1.00000 900.00| 12.00000 10800.00 ALLAYING DUST | | | 0220 24152 8.000 EA | 250.00000 2000.00| 300.00000 2400.00| 460.00000 3680.00 TYPE III BARRICADE 8' | | | 0230 24160 600.000 SF | 20.00000 12000.00| 20.00000 12000.00| 17.00000 10200.00 CONSTRUCTION SIGNS | | | 0240 24260 94.000 TON | 24.00000 2256.00| 30.00000 2820.00| 28.00000 2632.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0250 24278 4465.000 DAY | 0.70000 3125.50| 0.45000 2009.25| 0.78000 3482.70 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K81 -3 TABULATION OF BIDS CALL ORDER : K81 CONTRACT ID : C00082345B55 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) H018 |( 3 ) O017 |A. R. COFFEY AND SONS, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24279 500.000 HR | 5.00000 2500.00| 10.00000 5000.00| 4.00000 2000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0270 24282 500.000 HR | 0.00000 0.00| 1.00000 500.00| 11.00000 5500.00 FLAGGER SERVICE | | | 0280 24288 6000.000 DAY | 2.25000 13500.00| 1.25000 7500.00| 1.00000 6000.00 WARNING LIGHT TY. B | | | 0290 24297 48.000 LF | 40.00000 1920.00| 22.00000 1056.00| 48.00000 2304.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0300 24430 163.000 SY | 2.00000 326.00| 8.00000 1304.00| 5.90000 961.70 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0310 24501 384.000 LF | 2.00000 768.00| 2.00000 768.00| 6.30000 2419.20 NS REMOVE EXIST. REMOVE EXIST. FENCE | | | 0320 25506 13.000 MO | 1400.00000 18200.00| 750.00000 9750.00| 1300.00000 16900.00 FIELD OFFICE TY.II | | | 0330 27102 63.000 LB | 11.00000 693.00| 14.00000 882.00| 24.00000 1512.00 REGULAR SEED | | | 0340 27103 39.000 LB | 1.50000 58.50| 7.00000 273.00| 11.00000 429.00 OVERSEEDING | | | 0350 27104 7.000 LB | 26.00000 182.00| 50.00000 350.00| 23.00000 161.00 LEGUME SEED | | | 0360 27105 4.000 LB | 0.00000 0.00| 15.00000 60.00| 22.00000 88.00 LEGUME OVERSEEDING | | | 0370 27215 1.000 TON | 700.00000 700.00| 1200.00000 1200.00| 1300.00000 1300.00 FERTILIZER(15-30-15) | | | 0380 27250 2.000 TON | 200.00000 400.00| 325.00000 650.00| 120.00000 240.00 LIME | | | 0390 27321 30.000 SY | 4.00000 120.00| 5.00000 150.00| 2.40000 72.00 PROTECTIVE COVERING EC-2 | | | 0400 27415 5.000 EA | 150.00000 750.00| 200.00000 1000.00| 140.00000 700.00 CHECK DAM(ROCK) TY. II | | | 0410 27422 2.000 EA | 1800.00000 3600.00| 2500.00000 5000.00| 1000.00000 2000.00 DEWATERING BASIN | | | 0420 27430 193.000 CY | 0.00000 0.00| 2.00000 386.00| 1.00000 193.00 SILTATION CONTROL EXCAVATION | | | 0430 27506 1084.000 LF | 2.50000 2710.00| 3.00000 3252.00| 2.70000 2926.80 TEMP. FILTER BARRIER | | | 0440 60404 172.400 CY | 716.00000 123438.40| 1000.00000 172400.00| 850.00000 146540.00 CONCRETE CLASS A4 | | | 0450 60490 632.000 SY | 6.00000 3792.00| 6.00000 3792.00| 6.10000 3855.20 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K81 -4 TABULATION OF BIDS CALL ORDER : K81 CONTRACT ID : C00082345B55 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) H018 |( 3 ) O017 |A. R. COFFEY AND SONS, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 61701 38260.000 LB | 2.12000 81111.20| 1.60000 61216.00| 1.80000 68868.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0470 61811 152700.000 LS | 355000.00000 355000.00| 300000.00000 300000.00| 318480.00000 318480.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50 | | | 0480 62031 517.000 LF | 170.00000 87890.00| 150.00000 77550.00| 140.00000 72380.00 RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0490 64005 341.000 TON | 24.50000 8354.50| 25.00000 8525.00| 43.00000 14663.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0500 64011 366.000 CY | 62.00000 22692.00| 30.00000 10980.00| 59.00000 21594.00 STRUCTURE EXCAVATION | | | 0510 65013 253.400 CY | 545.00000 138103.00| 850.00000 215390.00| 450.00000 114030.00 CONCRETE CLASS A3 | | | 0520 65014 11.700 CY | 800.00000 9360.00| 800.00000 9360.00| 1100.00000 12870.00 CONCRETE CLASS A4 | | | 0530 65200 35940.000 LB | 1.05000 37737.00| 0.85000 30549.00| 1.30000 46722.00 REINF. STEEL | | | 0540 65201 1190.000 LB | 2.16000 2570.40| 1.60000 1904.00| 2.10000 2499.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0550 66120 3.000 EA | 15000.00000 45000.00| 45000.00000 135000.00| 33000.00000 99000.00 COFFERDAM | | | 0560 66239 673.000 TON | 45.00000 30285.00| 35.00000 23555.00| 51.00000 34323.00 DRY RIPRAP CL.II 38" | | | 0570 66921 56.000 LF | 834.00000 46704.00| 1000.00000 56000.00| 1600.00000 89600.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE SPEC. EXCAV. DRILLED | | | SHAFT (30"D) | | | 0580 66921 84.000 LF | 513.00000 43092.00| 450.00000 37800.00| 800.00000 67200.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STD. EXCAV. DRILLED | | | SHAFT (36"D) | | | 0590 66923 6330.000 LB | 1.98000 12533.40| 1.00000 6330.00| 2.10000 13293.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE DRILLED SHAFT REINF. STEEL| | | 0600 66924 8.000 EA | 2500.00000 20000.00| 2400.00000 19200.00| 740.00000 5920.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CROSSHOLE SONIC LOGG. | | | (CSL) TESTING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K81 -5 TABULATION OF BIDS CALL ORDER : K81 CONTRACT ID : C00082345B55 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) H018 |( 3 ) O017 |A. R. COFFEY AND SONS, INC. |HAYMES BROTHERS, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 66926 12.000 SY | 95.00000 1140.00| 150.00000 1800.00| 180.00000 2160.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION | | | 1'-2" | | | 0620 67900 LUMP| 62800.00000 62800.00| 50000.00000 50000.00| 91000.00000 91000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. NO. 6019 | | | 0630 67904 LUMP| 23000.00000 23000.00| 40000.00000 40000.00| 42000.00000 42000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. WORK BRIDGE A | | | 0640 67904 LUMP| 34600.00000 34600.00| 20000.00000 20000.00| 61000.00000 61000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMP. WORK BRIDGE B | | | 0650 68476 LUMP| 22000.00000 22000.00| 15000.00000 15000.00| 32000.00000 32000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6019 | | | 0660 68492 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1200.00000 1200.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6019 | | | SECTION TOTALS | $ 1,437,251.40| $ 1,511,559.25| $ 1,638,348.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,437,251.40| $ 1,511,559.25| $ 1,638,348.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K86 -1 TABULATION OF BIDS CALL ORDER : K86 CONTRACT ID : C00017177C01 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/11/12 COMPLETION DATE PROJECT(S) : 0662-020-283,C501 FED # STP-5A27(111) 0662-020-283,C501 FED # STP-5A27(111) 0662-020-283,C501 FED # STP-5A27(111) CONTRACT DESCRIPTION: RECONSTRUCTION AND WIDENING 0.240 MI. S. INT. RTE. 702 (MCENNALLY RD.) 0.177 MI. N. INT. RTE. 702 (MCENNALLY RD.) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 1,765,371.81 100.0000% 2 N165 GEORGE NICE & SONS, INC. $ 1,895,134.10 107.3504% 3 K003 J. L. KENT & SONS, INC. $ 2,129,024.55 120.5992% 4 B850 BRANSCOME INC. $ 2,174,412.64 123.1702% 5 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 2,292,914.10 129.8828% 6 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 2,383,078.00 134.9901% 7 C050 RICHARD L. CROWDER CONSTRUCTION, INC. $ 2,469,204.81 139.8688% 8 C097 CORMAN CONSTRUCTION, INC. $ 2,487,108.40 140.8830% ==================================================================================================================================== |( 1 ) H301 |( 2 ) N165 |( 3 ) K003 |HOWARD BROTHERS CONTRACTOR, |GEORGE NICE & SONS, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 60000.00000 60000.00| 105000.00000 105000.00| 85000.00000 85000.00 MOBILIZATION | | | 0020 00101 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 12320.00000 12320.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 11000.00000 11000.00| 84000.00000 84000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0040 00120 9492.000 CY | 21.68000 205786.56| 19.00000 180348.00| 19.00000 180348.00 REGULAR EXCAVATION | | | 0050 00140 6211.000 CY | 11.50000 71426.50| 9.00000 55899.00| 21.00000 130431.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K86 -2 TABULATION OF BIDS CALL ORDER : K86 CONTRACT ID : C00017177C01 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) N165 |( 3 ) K003 |HOWARD BROTHERS CONTRACTOR, |GEORGE NICE & SONS, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00355 10410.000 SY | 1.53000 15927.30| 1.15000 11971.50| 1.00000 10410.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00529 8.700 CY | 180.00000 1566.00| 320.00000 2784.00| 600.00000 5220.00 FLOWABLE BACKFILL | | | 0080 00700 2084.000 LF | 1.10000 2292.40| 1.50000 3126.00| 2.00000 4168.00 POST INSTALLATION INSPECTION | | | 0090 01120 70.000 LF | 30.00000 2100.00| 20.00000 1400.00| 35.00000 2450.00 12" PIPE | | | 0100 01150 48.000 LF | 35.00000 1680.00| 25.00000 1200.00| 40.00000 1920.00 15" PIPE | | | 0110 01156 2036.000 LF | 32.50000 66170.00| 30.00000 61080.00| 40.00000 81440.00 STORM SEWER PIPE 15" | | | 0120 02092 3.000 EA | 16900.00000 50700.00| 17000.00000 51000.00| 19000.00000 57000.00 NS SPEC. DES. SPEC. DES. TREE BOX | | | STORMWATER FILTER 12' | | | 0130 02092 2.000 EA | 12500.00000 25000.00| 11000.00000 22000.00| 13000.00000 26000.00 NS SPEC. DES. SPEC. DES. TREE BOX | | | STORMWATER FILTER 8' | | | 0140 06150 1.000 EA | 500.00000 500.00| 535.00000 535.00| 350.00000 350.00 15" END SECTION ES-1 OR 2 | | | 0150 06240 1.000 EA | 750.00000 750.00| 775.00000 775.00| 650.00000 650.00 24" END SECTION ES-1 OR 2 | | | 0160 06765 1.000 EA | 2350.00000 2350.00| 2610.00000 2610.00| 2800.00000 2800.00 DROP INLET DI-2C,L=6' | | | 0170 06783 2.000 EA | 4150.00000 8300.00| 3000.00000 6000.00| 4600.00000 9200.00 DROP INLET DI-2E,L=6 | | | 0180 06815 1.000 EA | 1650.00000 1650.00| 2175.00000 2175.00| 2100.00000 2100.00 DROP INLET DI-3A | | | 0190 06817 1.000 EA | 1950.00000 1950.00| 2225.00000 2225.00| 2500.00000 2500.00 DROP INLET DI-3B,L=4' | | | 0200 06818 5.000 EA | 2150.00000 10750.00| 2425.00000 12125.00| 2900.00000 14500.00 DROP INLET DI-3B,L=6' | | | 0210 06851 1.000 EA | 2450.00000 2450.00| 2335.00000 2335.00| 3100.00000 3100.00 DROP INLET DI-3D | | | 0220 06854 3.000 EA | 2550.00000 7650.00| 2450.00000 7350.00| 3900.00000 11700.00 DROP INLET DI-3E,L=6' | | | 0230 06855 1.000 EA | 3150.00000 3150.00| 2450.00000 2450.00| 4100.00000 4100.00 DROP INLET DI-3E,L=8' | | | 0240 07506 1.000 EA | 2750.00000 2750.00| 2500.00000 2500.00| 3200.00000 3200.00 DROP INLET DI-5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K86 -3 TABULATION OF BIDS CALL ORDER : K86 CONTRACT ID : C00017177C01 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) N165 |( 3 ) K003 |HOWARD BROTHERS CONTRACTOR, |GEORGE NICE & SONS, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 07508 1.000 EA | 2750.00000 2750.00| 2350.00000 2350.00| 3200.00000 3200.00 DROP INLET DI-7 | | | 0260 09056 4.000 LF | 425.00000 1700.00| 450.00000 1800.00| 500.00000 2000.00 MANHOLE MH-1 OR 2 | | | 0270 09057 1.000 EA | 375.00000 375.00| 600.00000 600.00| 500.00000 500.00 FRAME & COVER MH-1 | | | 0280 09150 5.000 TON | 100.00000 500.00| 85.00000 425.00| 100.00000 500.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0290 10128 2910.000 TON | 14.25000 41467.50| 22.00000 64020.00| 19.50000 56745.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0300 10250 4862.000 TON | 19.00000 92378.00| 18.00000 87516.00| 20.00000 97240.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0310 10610 4065.000 TON | 73.25000 297761.25| 79.00000 321135.00| 80.00000 325200.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0320 10630 1968.000 SY | 3.00000 5904.00| 6.00000 11808.00| 6.00000 11808.00 FLEXIBLE PAVEMENT PLANING | | | 0330 10635 1078.000 TON | 83.25000 89743.50| 87.00000 93786.00| 90.00000 97020.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0340 10642 1139.000 TON | 76.25000 86848.75| 82.00000 93398.00| 83.00000 94537.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0350 11070 5252.000 LF | 2.00000 10504.00| 2.00000 10504.00| 6.00000 31512.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | VAR. DEPTH | | | 0360 12020 40.000 LF | 17.00000 680.00| 15.00000 600.00| 16.00000 640.00 STD. CURB CG-2 | | | 0370 12022 45.000 LF | 17.00000 765.00| 15.00000 675.00| 16.00000 720.00 RADIAL CURB CG-2 | | | 0380 12600 3989.000 LF | 16.50000 65818.50| 13.25000 52854.25| 16.00000 63824.00 STD. COMB. CURB & GUTTER CG-6 | | | 0390 12610 469.000 LF | 17.00000 7973.00| 13.25000 6214.25| 16.00000 7504.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0400 12940 71.000 SY | 75.00000 5325.00| 50.00000 3550.00| 85.00000 6035.00 ENTRANCE GUTTER CG-9D | | | 0410 13108 5.000 SY | 300.00000 1500.00| 215.00000 1075.00| 400.00000 2000.00 CG-12 DETECTABLE WARNING SURFACE | | | 0420 13220 708.000 SY | 33.00000 23364.00| 29.25000 20709.00| 40.00000 28320.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0430 14506 2.000 EA | 1800.00000 3600.00| 1540.00000 3080.00| 3215.00000 6430.00 DI-PRECAST TOP (VARIOUS TYPES) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K86 -4 TABULATION OF BIDS CALL ORDER : K86 CONTRACT ID : C00017177C01 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) N165 |( 3 ) K003 |HOWARD BROTHERS CONTRACTOR, |GEORGE NICE & SONS, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 22501 250.000 LF | 12.00000 3000.00| 10.00000 2500.00| 9.90000 2475.00 FENCE FE-W1 | | | 0450 24100 135.000 HR | 0.01000 1.35| 3.00000 405.00| 30.00000 4050.00 ALLAYING DUST | | | 0460 24160 640.000 SF | 8.00000 5120.00| 11.00000 7040.00| 15.00000 9600.00 CONSTRUCTION SIGNS | | | 0470 24260 101.000 TON | 17.00000 1717.00| 20.00000 2020.00| 25.00000 2525.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0480 24272 1920.000 HR | 0.01000 19.20| 0.50000 960.00| 7.00000 13440.00 TRUCK MOUNTED ATTENUATOR | | | 0490 24278 25920.000 DAY | 0.40000 10368.00| 0.50000 12960.00| 0.60000 15552.00 GROUP 2 CHANNELIZING DEVICES | | | 0500 24279 672.000 HR | 0.01000 6.72| 0.50000 336.00| 12.00000 8064.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0510 24282 2208.000 HR | 0.01000 22.08| 0.10000 220.80| 15.00000 33120.00 FLAGGER SERVICE | | | 0520 24400 1.300 UNIT| 500.00000 650.00| 500.00000 650.00| 150.00000 195.00 OBSCURING ROADWAY | | | 0530 24430 4365.000 SY | 3.00000 13095.00| 4.00000 17460.00| 5.40000 23571.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0540 24825 2.000 EA | 600.00000 1200.00| 1000.00000 2000.00| 3215.00000 6430.00 NS MODIFY EXIST. MODIFY EXIST. MANHOLE | | | 0550 25505 8.000 MO | 700.00000 5600.00| 500.00000 4000.00| 2000.00000 16000.00 FIELD OFFICE TY.I | | | 0560 27012 1.490 ACRE| 8000.00000 11920.00| 2500.00000 3725.00| 6000.00000 8940.00 TOPSOIL CLASS A 2" | | | 0570 27102 596.000 LB | 11.00000 6556.00| 5.00000 2980.00| 11.00000 6556.00 REGULAR SEED | | | 0580 27103 373.000 LB | 0.01000 3.73| 3.00000 1119.00| 3.00000 1119.00 OVERSEEDING | | | 0590 27215 1.000 TON | 1500.00000 1500.00| 1000.00000 1000.00| 1600.00000 1600.00 FERTILIZER(15-30-15) | | | 0600 27250 6.000 TON | 200.00000 1200.00| 500.00000 3000.00| 200.00000 1200.00 LIME | | | 0610 27284 1613.000 SY | 1.00000 1613.00| 0.10000 161.30| 0.30000 483.90 EROSION CONTROL MULCH | | | 0620 27321 656.000 SY | 2.50000 1640.00| 2.00000 1312.00| 1.80000 1180.80 PROTECTIVE COVERING EC-2 | | | 0630 27326 591.000 SY | 6.00000 3546.00| 4.00000 2364.00| 8.00000 4728.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K86 -5 TABULATION OF BIDS CALL ORDER : K86 CONTRACT ID : C00017177C01 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) N165 |( 3 ) K003 |HOWARD BROTHERS CONTRACTOR, |GEORGE NICE & SONS, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 27410 2.000 EA | 400.00000 800.00| 300.00000 600.00| 400.00000 800.00 CHECK DAM, ROCK TY. I | | | 0650 27415 110.000 EA | 75.00000 8250.00| 100.00000 11000.00| 60.00000 6600.00 CHECK DAM(ROCK) TY. II | | | 0660 27430 674.000 CY | 0.01000 6.74| 1.00000 674.00| 10.00000 6740.00 SILTATION CONTROL EXCAVATION | | | 0670 27451 3.000 EA | 100.00000 300.00| 250.00000 750.00| 300.00000 900.00 INLET PROTECTION TYPE A | | | 0680 27461 22.000 EA | 80.00000 1760.00| 100.00000 2200.00| 200.00000 4400.00 INLET PROTECTION TYPE B | | | 0690 27505 2979.000 LF | 2.75000 8192.25| 2.00000 5958.00| 2.50000 7447.50 TEMP. SILT FENCE | | | 0700 40003 90.000 LF | 48.00000 4320.00| 50.00000 4500.00| 72.27000 6504.30 1" WATER SERVICE LINE | | | 0710 40061 16.000 LF | 38.00000 608.00| 50.00000 800.00| 105.00000 1680.00 6" DI WATER MAIN | | | 0720 40080 52.000 LF | 103.48000 5380.96| 165.00000 8580.00| 159.00000 8268.00 8" WATER MAIN | | | 0730 40121 59.000 LF | 124.62000 7352.58| 200.00000 11800.00| 149.00000 8791.00 12" DI WATER MAIN | | | 0740 40241 1636.000 LF | 134.00000 219224.00| 158.00000 258488.00| 198.00000 323928.00 24" DI WATER MAIN | | | 0750 40412 8.000 EA | 3100.00000 24800.00| 3500.00000 28000.00| 3200.00000 25600.00 24" BEND | | | 0760 40428 4.000 EA | 5233.00000 20932.00| 5300.00000 21200.00| 4971.00000 19884.00 24" BRANCH | | | 0770 41006 2.000 EA | 1828.50000 3657.00| 1260.00000 2520.00| 1017.00000 2034.00 6" GATE VALVE & BOX | | | 0780 41008 2.000 EA | 2093.00000 4186.00| 1500.00000 3000.00| 1420.00000 2840.00 8" GATE VALVE & BOX | | | 0790 41012 1.000 EA | 2190.00000 2190.00| 3000.00000 3000.00| 2600.00000 2600.00 12" GATE VALVE & BOX | | | 0800 41030 2.000 EA | 10383.50000 20767.00| 6500.00000 13000.00| 6200.00000 12400.00 24" BUTTERFLY VALVE & BOX | | | 0810 41820 2.000 EA | 2800.00000 5600.00| 6500.00000 13000.00| 2300.00000 4600.00 FIRE HYDRANT | | | 0820 41845 1.000 EA | 6990.00000 6990.00| 6500.00000 6500.00| 3300.00000 3300.00 2" AIR RELEASE VALVE & MANHOLE | | | 0830 41967 1.000 EA | 1125.00000 1125.00| 1000.00000 1000.00| 700.00000 700.00 5/8" WATER METER BOX & YOKE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K86 -6 TABULATION OF BIDS CALL ORDER : K86 CONTRACT ID : C00017177C01 COUNTIES : CHESTERFIELD LETTING DATE : 02/22/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) N165 |( 3 ) K003 |HOWARD BROTHERS CONTRACTOR, |GEORGE NICE & SONS, INC. |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 50430 2.000 LF | 50.00000 100.00| 175.00000 350.00| 100.00000 200.00 SIGN POST STP-1 2" | | | 0850 50490 1.000 EA | 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 CONCRETE FOUNDATION STP-1 | | | 0860 50759 3.000 EA | 500.00000 1500.00| 230.00000 690.00| 150.00000 450.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0870 50860 4.000 EA | 175.00000 700.00| 90.00000 360.00| 50.00000 200.00 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 0880 51962 10.000 EA | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 NS RELOCATE RELOCATE REMOVE AND | | | RELOCATE R2-1 | | | 0890 54032 9197.000 LF | 0.42000 3862.74| 0.50000 4598.50| 0.70000 6437.90 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0900 54042 208.000 LF | 6.40000 1331.20| 6.50000 1352.00| 6.30000 1310.40 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0910 54105 900.000 LF | 1.05000 945.00| 1.50000 1350.00| 1.38000 1242.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0920 54300 14.000 EA | 93.00000 1302.00| 95.00000 1330.00| 115.50000 1617.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0930 54310 4.000 EA | 176.00000 704.00| 180.00000 720.00| 231.00000 924.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0940 54424 6.000 EA | 105.00000 630.00| 110.00000 660.00| 99.00000 594.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 0950 54552 18975.000 LF | 1.40000 26565.00| 0.50000 9487.50| 0.33000 6261.75 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 0960 54564 30.000 LF | 5.20000 156.00| 5.50000 165.00| 3.30000 99.00 CONSTR.PAVE.MARK. (TY.F,CL.II)24" | | | SECTION TOTALS | $ 1,765,371.81| $ 1,895,134.10| $ 2,129,024.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,765,371.81| $ 1,895,134.10| $ 2,129,024.55 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K87 -1 TABULATION OF BIDS CALL ORDER : K87 CONTRACT ID : C00096941B04 COUNTIES : PULASKI LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : (NFO)0081-077-719, B604 FED # BR-BR02(313) (NFO)0081-077-719, B605 FED # BR-BR02(313) CONTRACT DESCRIPTION: BRIDGE REPAIRS AND OVERLAY N & SBL RTE. 81 OVER RTE. 644 (MILLER LN) 2.62 MI. N. INT. RTE. 99 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 2,437,480.96 100.0000% 2 E155 ELK KNOB, INC. $ 2,641,855.48 108.3847% ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 379890.00000 379890.00| 155000.00000 155000.00| MOBILIZATION | | | 0020 10628 2038.000 SY | 9.00000 18342.00| 5.60000 11412.80| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0030 10700 15730.000 LF | 1.04000 16359.20| 0.40000 6292.00| RUMBLE STRIP, ASPHALT | | | 0040 10701 2620.000 SY | 5.24000 13728.80| 5.30000 13886.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0050 13315 2.000 EA | 872.00000 1744.00| 990.00000 1980.00| GUARDRAIL TERMINAL GR-11 | | | 0060 13320 2800.000 LF | 19.62000 54936.00| 20.90000 58520.00| GUARDRAIL GR-2 | | | 0070 13345 4.000 EA | 2834.00000 11336.00| 2695.00000 10780.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13349 4.000 EA | 872.00000 3488.00| 632.50000 2530.00| GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K87 -2 TABULATION OF BIDS CALL ORDER : K87 CONTRACT ID : C00096941B04 COUNTIES : PULASKI LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13383 4.000 EA | 2398.00000 9592.00| 2420.00000 9680.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0100 13384 2.000 EA | 763.00000 1526.00| 1100.00000 2200.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0110 13604 8.000 EA | 5000.00000 40000.00| 5500.00000 44000.00| IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0120 16242 105.000 TON | 37.50000 3937.50| 40.00000 4200.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0130 16340 1928.000 TON | 159.74000 307978.72| 165.00000 318120.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0140 16390 6480.000 TON | 109.55000 709884.00| 150.00000 972000.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0150 24160 4550.000 SF | 5.72000 26026.00| 27.50000 125125.00| CONSTRUCTION SIGNS | | | 0160 24272 2520.000 HR | 7.00000 17640.00| 17.50000 44100.00| TRUCK MOUNTED ATTENUATOR | | | 0170 24278 91520.000 DAY | 0.01000 915.20| 0.50000 45760.00| GROUP 2 CHANNELIZING DEVICES | | | 0180 24279 10615.000 HR | 8.18000 86830.70| 5.00000 53075.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0190 24281 1100.000 HR | 14.00000 15400.00| 7.50000 8250.00| ELECTRONIC ARROW | | | 0200 24282 560.000 HR | 0.01000 5.60| 15.00000 8400.00| FLAGGER SERVICE | | | 0210 24288 1390.000 DAY | 3.00000 4170.00| 3.00000 4170.00| WARNING LIGHT TY. B | | | 0220 24297 4160.000 LF | 9.00000 37440.00| 22.00000 91520.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0230 24502 1.000 EA | 218.00000 218.00| 220.00000 220.00| NS REMOVE EXIST. REMOVE EXIST. GR-9 | | | TERMINAL | | | 0240 24601 2525.000 LF | 2.18000 5504.50| 2.20000 5555.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0250 24702 3.000 EA | 436.00000 1308.00| 412.50000 1237.50| NS REMOVE EXIST. REMOVE EXIST GR-6 | | | TERMINAL | | | 0260 54022 20600.000 LF | 0.93000 19158.00| 0.94000 19364.00| TYPE A PAVEMENT LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K87 -3 TABULATION OF BIDS CALL ORDER : K87 CONTRACT ID : C00096941B04 COUNTIES : PULASKI LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54076 1900.000 LF | 3.98000 7562.00| 4.02000 7638.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0280 54100 300.000 LF | 11.45000 3435.00| 11.83000 3549.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONSTR. PAVE. MARK., TY D, CL III, 24" | | | 0290 54100 48000.000 LF | 2.36000 113280.00| 2.41000 115680.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONSTR. PAVE. MARK., TY D, CL III, 6" | | | 0300 54100 56000.000 LF | 3.26000 182560.00| 3.29000 184240.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONSTR. PAVE. MARK., TY D, CL III, 8" | | | 0310 54105 900.000 LF | 2.45000 2205.00| 2.48000 2232.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0320 54217 20.000 EA | 82.30000 1646.00| 83.05000 1661.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0330 54466 30900.000 LF | 2.23000 68907.00| 2.26000 69834.00| CONSTR. PAVE. MARKING (TY. E) 6" | | | 0340 68090 1158.000 SY | 5.37000 6218.46| 3.71000 4296.18| BRIDGE DECK GROOVING | | | 0350 68103 620.000 LB | 9.41000 5834.20| 7.50000 4650.00| CORROSION RESISTANT REINF. STEEL | | | SOLID STAINLESS | | | 0360 68258 228.000 SY | 15.00000 3420.00| 11.50000 2622.00| REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0370 68315 1178.000 SY | 15.00000 17670.00| 12.00000 14136.00| TYPE A MILLING (1 1/2 " DEPTH) | | | 0380 68320 20.000 SY | 390.00000 7800.00| 360.00000 7200.00| TYPE B PATCHING | | | 0390 68330 49.000 SY | 675.00000 33075.00| 525.00000 25725.00| TYPE C PATCHING | | | 0400 68556 264.000 LF | 35.22000 9298.08| 32.00000 8448.00| PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0410 68570 264.000 LF | 29.50000 7788.00| 48.00000 12672.00| EXPANSION JOINT REMOVAL | | | 0420 68908 LUMP| 16087.00000 16087.00| 4850.00000 4850.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SURFACE COLOR COAT | | | STR.NO. 2024 | | | 0430 68908 LUMP| 16087.00000 16087.00| 4850.00000 4850.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SURFACE COLOR COAT | | | STR.NO. 2025 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K87 -4 TABULATION OF BIDS CALL ORDER : K87 CONTRACT ID : C00096941B04 COUNTIES : PULASKI LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 68910 1178.000 SY | 125.00000 147250.00| 127.50000 150195.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD CEM CONC (1 | | | 1/4"-1 3/4") | | | SECTION TOTALS | $ 2,437,480.96| $ 2,641,855.48| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,437,480.96| $ 2,641,855.48| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -1 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/15/13 COMPLETION DATE PROJECT(S) : 0636-021-152,M501 FED # STP-021-8(013) 0636-021-152,M501 FED # STP-021-8(013) CONTRACT DESCRIPTION: MOSBY BOULEVARD EXTENSION FROM: 0.062 MI. S. RTE. 7 BUS. (WEST MAIN ST.) TO: 0.364 MI. N. RTE. 7 BUS. (WEST MAIN ST.) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 1,675,590.50 100.0000% 2 B319 BRANCH HIGHWAYS, INC. $ 1,786,171.05 106.5995% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 1,859,393.35 110.9694% 4 C1299 CHARLES DEWEESE CONSTRUCTION, INC. $ 1,966,488.45 117.3609% 5 G181 GENERAL EXCAVATION, INC. $ 2,053,229.10 122.5376% 6 A648 A & M CONCRETE CORP. $ 2,128,238.95 127.0143% 7 J119 JEFFERSON ASPHALT PRODUCTS COMPANY $ 2,354,710.31 140.5302% ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, 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| 31800.00000 31800.00| 119000.00000 119000.00| 115000.00000 115000.00 MOBILIZATION | | | 0020 00101 LUMP| 19425.00000 19425.00| 20000.00000 20000.00| 20000.00000 20000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 13798.000 CY | 7.62000 105140.76| 4.00000 55192.00| 15.00000 206970.00 REGULAR EXCAVATION | | | 0040 00140 2373.000 CY | 23.50000 55765.50| 26.00000 61698.00| 8.00000 18984.00 BORROW EXCAVATION | | | 0050 00154 1953.000 S.Y.| 2.44000 4765.32| 1.00000 1953.00| 4.60000 8983.80 NS GEOTEXTILE GEOTEXTILE PAVING FABRIC | | | 0060 00306 4778.000 TON | 20.00000 95560.00| 25.00000 119450.00| 26.00000 124228.00 NS SELECT MATERIAL SELECT MATERIAL .. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -2 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00525 0.500 CY | 1056.00000 528.00| 2525.00000 1262.50| 2500.00000 1250.00 CONCRETE CLASS A3 MISC. | | | 0080 00588 1319.000 LF | 12.30000 16223.70| 8.00000 10552.00| 6.00000 7914.00 UNDERDRAIN UD-4 | | | 0090 00590 62.000 LF | 8.90000 551.80| 23.00000 1426.00| 15.00000 930.00 COMB. UNDERDRAIN CD-1 | | | 0100 00591 78.000 LF | 8.37000 652.86| 23.00000 1794.00| 15.00000 1170.00 COMB. UNDERDRAIN CD-2 | | | 0110 00595 93.000 LF | 15.42000 1434.06| 10.00000 930.00| 20.00000 1860.00 OUTLET PIPE | | | 0120 00596 2.000 EA | 563.00000 1126.00| 350.00000 700.00| 600.00000 1200.00 ENDWALL EW-12 | | | 0130 00700 1502.000 LF | 6.33000 9507.66| 1.00000 1502.00| 8.00000 12016.00 POST INSTALLATION INSPECTION | | | 0140 01150 178.000 LF | 57.00000 10146.00| 30.00000 5340.00| 35.00000 6230.00 15" PIPE | | | 0150 01154 175.000 LF | 58.60000 10255.00| 40.00000 7000.00| 60.00000 10500.00 15" RADIAL PIPE | | | 0160 01156 1038.000 LF | 70.90000 73594.20| 50.00000 51900.00| 35.00000 36330.00 STORM SEWER PIPE 15" | | | 0170 01180 62.000 LF | 43.10000 2672.20| 40.00000 2480.00| 41.00000 2542.00 18" PIPE | | | 0180 01186 73.000 LF | 56.70000 4139.10| 40.00000 2920.00| 39.00000 2847.00 STORM SEWER PIPE 18" | | | 0190 01240 32.000 LF | 54.30000 1737.60| 50.00000 1600.00| 75.00000 2400.00 24" PIPE | | | 0200 02090 112.000 LF | 56.40000 6316.80| 31.00000 3472.00| 30.00000 3360.00 NS PIPE PIPE 10" PVC | | | 0210 02090 22.000 LF | 42.30000 930.60| 24.00000 528.00| 25.00000 550.00 NS PIPE PIPE 6" PVC | | | 0220 02091 2.000 EA | 455.00000 910.00| 275.00000 550.00| 300.00000 600.00 NS PIPE PIPE 6" PVC CLEANOUT | | | 0230 06150 5.000 EA | 252.00000 1260.00| 250.00000 1250.00| 350.00000 1750.00 15" END SECTION ES-1 OR 2 | | | 0240 06180 2.000 EA | 279.00000 558.00| 350.00000 700.00| 400.00000 800.00 18" END SECTION ES-1 OR 2 | | | 0250 06240 2.000 EA | 765.00000 1530.00| 435.00000 870.00| 500.00000 1000.00 24" END SECTION ES-1 OR 2 | | | 0260 06740 3.000 EA | 1637.00000 4911.00| 3450.00000 10350.00| 2300.00000 6900.00 DROP INLET DI-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -3 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 06817 7.000 EA | 1828.00000 12796.00| 3550.00000 24850.00| 2500.00000 17500.00 DROP INLET DI-3B,L=4' | | | 0280 06826 4.000 EA | 2186.00000 8744.00| 4000.00000 16000.00| 3000.00000 12000.00 DROP INLET DI-3BB,L=4' | | | 0290 06843 2.000 EA | 2513.00000 5026.00| 4350.00000 8700.00| 3400.00000 6800.00 DROP INLET DI-3CC,L=6' | | | 0300 07506 2.000 EA | 2285.00000 4570.00| 3850.00000 7700.00| 2800.00000 5600.00 DROP INLET DI-5 | | | 0310 07508 1.000 EA | 2638.00000 2638.00| 4250.00000 4250.00| 3500.00000 3500.00 DROP INLET DI-7 | | | 0320 09056 1.500 LF | 657.30000 985.95| 1800.00000 2700.00| 750.00000 1125.00 MANHOLE MH-1 OR 2 | | | 0330 09057 2.000 EA | 434.00000 868.00| 565.00000 1130.00| 500.00000 1000.00 FRAME & COVER MH-1 | | | 0340 09151 10.000 SY | 28.50000 285.00| 52.00000 520.00| 125.00000 1250.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0350 09155 6.700 CY | 154.30000 1033.81| 200.00000 1340.00| 405.00000 2713.50 GABIONS | | | 0360 10128 3174.000 TON | 22.00000 69828.00| 25.00000 79350.00| 25.00000 79350.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0370 10607 217.000 TON | 118.45000 25703.65| 115.00000 24955.00| 106.00000 23002.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0380 10625 170.000 SY | 9.80000 1666.00| 10.00000 1700.00| 15.00000 2550.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0390 10635 854.000 TON | 112.30000 95904.20| 118.00000 100772.00| 102.00000 87108.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0400 10642 1540.000 TON | 91.67000 141171.80| 99.00000 152460.00| 80.00000 123200.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0410 10985 777.000 SY | 83.50000 64879.50| 75.00000 58275.00| 110.00000 85470.00 NS HYDRAULIC CEM. CONC. HYDRAULIC CEM. | | | CONC. STAMPED, COLORED & REINFORCED | | | 0420 11070 544.000 LF | 6.00000 3264.00| 7.00000 3808.00| 5.00000 2720.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 12" DEPTH | | | 0430 11070 79.000 LF | 4.00000 316.00| 4.00000 316.00| 10.00000 790.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 5" DEPTH | | | 0440 12022 151.000 LF | 14.18000 2141.18| 13.00000 1963.00| 13.50000 2038.50 RADIAL CURB CG-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -4 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 12030 233.000 LF | 14.18000 3303.94| 14.00000 3262.00| 13.50000 3145.50 STD. CURB CG-3 | | | 0460 12032 667.000 LF | 14.20000 9471.40| 12.00000 8004.00| 13.50000 9004.50 RADIAL CURB CG-3 | | | 0470 12700 806.000 LF | 17.75000 14306.50| 17.00000 13702.00| 14.50000 11687.00 STD. COMB. CURB & GUTTER CG-7 | | | 0480 12710 651.000 LF | 17.75000 11555.25| 17.00000 11067.00| 14.50000 9439.50 RADIAL COMB. CURB & GUTTER CG-7 | | | 0490 12940 25.000 SY | 75.40000 1885.00| 67.00000 1675.00| 75.00000 1875.00 ENTRANCE GUTTER CG-9D | | | 0500 13108 10.000 SY | 210.00000 2100.00| 200.00000 2000.00| 155.00000 1550.00 CG-12 DETECTABLE WARNING SURFACE | | | 0510 13212 48.000 EA | 178.50000 8568.00| 232.00000 11136.00| 88.00000 4224.00 R/W MONUMENT RM-2 | | | 0520 13220 66.000 SY | 40.80000 2692.80| 47.00000 3102.00| 32.50000 2145.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0530 13480 2.000 EA | 530.00000 1060.00| 550.00000 1100.00| 750.00000 1500.00 CABLE BARRICADE CR-1 | | | 0540 22501 305.000 LF | 6.30000 1921.50| 5.00000 1525.00| 6.50000 1982.50 FENCE FE-W1 | | | 0550 22581 4.000 EA | 105.00000 420.00| 100.00000 400.00| 350.00000 1400.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0560 22643 649.000 LF | 12.60000 8177.40| 15.00000 9735.00| 12.50000 8112.50 FENCE FE-CL | | | 0570 22663 7.000 EA | 116.00000 812.00| 110.00000 770.00| 250.00000 1750.00 CORNER BRACE UNIT FE-CL | | | 0580 22909 1.000 EA | 945.00000 945.00| 900.00000 900.00| 1000.00000 1000.00 GATE FE-G L=14' | | | 0590 23560 2040.000 LF | 2.00000 4080.00| 3.00000 6120.00| 2.00000 4080.00 TEMP. SAFETY FENCE 4' | | | 0600 24100 390.000 HR | 28.00000 10920.00| 35.00000 13650.00| 40.00000 15600.00 ALLAYING DUST | | | 0610 24152 5.000 EA | 530.00000 2650.00| 250.00000 1250.00| 400.00000 2000.00 TYPE III BARRICADE 8' | | | 0620 24160 320.000 SF | 31.30000 10016.00| 22.00000 7040.00| 15.50000 4960.00 CONSTRUCTION SIGNS | | | 0630 24260 362.000 TON | 17.87000 6468.94| 25.00000 9050.00| 16.00000 5792.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0640 24278 6900.000 DAY | 0.50000 3450.00| 0.55000 3795.00| 1.50000 10350.00 GROUP 2 CHANNELIZING DEVICES | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -5 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 24279 11520.000 HR | 2.20000 25344.00| 4.50000 51840.00| 3.00000 34560.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0660 24281 520.000 HR | 1.50000 780.00| 1.15000 598.00| 3.00000 1560.00 ELECTRONIC ARROW | | | 0670 24282 650.000 HR | 28.51000 18531.50| 22.00000 14300.00| 20.00000 13000.00 FLAGGER SERVICE | | | 0680 24400 4.200 UNIT| 240.00000 1008.00| 275.00000 1155.00| 600.00000 2520.00 OBSCURING ROADWAY | | | 0690 24430 4499.000 SY | 2.35000 10572.65| 3.00000 13497.00| 9.00000 40491.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0700 24501 474.000 LF | 3.20000 1516.80| 6.00000 2844.00| 10.00000 4740.00 NS REMOVE EXIST. REMOVE EXIST. FENCE | | | 0710 24825 4.000 EA | 716.75000 2867.00| 750.00000 3000.00| 1500.00000 6000.00 NS MODIFY EXIST. MODIFY EXIST. INLET | | | 0720 25505 14.000 MO | 1200.00000 16800.00| 2645.00000 37030.00| 1100.00000 15400.00 FIELD OFFICE TY.I | | | 0730 25570 LUMP| 26250.00000 26250.00| 10600.00000 10600.00| 12000.00000 12000.00 NS CONTRACT CONTRACT AGGR. & SELECT | | | MATL. QUALITY CONTROL | | | 0740 26118 20.000 SY | 37.20000 744.00| 52.00000 1040.00| 125.00000 2500.00 DRY RIPRAP CL.I 18" | | | 0750 27022 1.500 ACRE| 5915.00000 8872.50| 8000.00000 12000.00| 8500.00000 12750.00 TOPSOIL CLASS B 2" | | | 0760 27024 2.800 ACRE| 7663.00000 21456.40| 9900.00000 27720.00| 14000.00000 39200.00 NS TOPSOIL TOPSOIL CLASS B 3" | | | 0770 27102 2439.000 LB | 8.82000 21511.98| 10.00000 24390.00| 10.00000 24390.00 REGULAR SEED | | | 0780 27103 990.000 LB | 5.23000 5177.70| 5.60000 5544.00| 5.75000 5692.50 OVERSEEDING | | | 0790 27215 1.300 TON | 861.00000 1119.30| 900.00000 1170.00| 2500.00000 3250.00 FERTILIZER(15-30-15) | | | 0800 27250 17.100 TON | 367.50000 6284.25| 200.00000 3420.00| 150.00000 2565.00 LIME | | | 0810 27321 1362.000 SY | 2.36000 3214.32| 3.00000 4086.00| 1.70000 2315.40 PROTECTIVE COVERING EC-2 | | | 0820 27410 9.000 EA | 150.00000 1350.00| 150.00000 1350.00| 525.00000 4725.00 CHECK DAM, ROCK TY. I | | | 0830 27415 36.000 EA | 150.00000 5400.00| 120.00000 4320.00| 120.00000 4320.00 CHECK DAM(ROCK) TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -6 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 27430 2582.000 CY | 4.00000 10328.00| 18.00000 46476.00| 8.00000 20656.00 SILTATION CONTROL EXCAVATION | | | 0850 27451 6.000 EA | 150.00000 900.00| 150.00000 900.00| 95.00000 570.00 INLET PROTECTION TYPE A | | | 0860 27461 13.000 EA | 150.00000 1950.00| 300.00000 3900.00| 135.00000 1755.00 INLET PROTECTION TYPE B | | | 0870 27505 1080.000 LF | 2.00000 2160.00| 1.80000 1944.00| 2.50000 2700.00 TEMP. SILT FENCE | | | 0880 27506 5233.000 LF | 2.00000 10466.00| 1.80000 9419.40| 2.35000 12297.55 TEMP. FILTER BARRIER | | | 0890 27545 1192.000 CY | 3.00000 3576.00| 15.00000 17880.00| 5.00000 5960.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0900 27550 6.500 LF | 992.90000 6453.85| 1400.00000 9100.00| 775.00000 5037.50 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 0910 27580 1409.000 CY | 11.00000 15499.00| 10.00000 14090.00| 5.00000 7045.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0920 28820 9.000 UNIT| 52.50000 472.50| 275.00000 2475.00| 283.00000 2547.00 WATERING | | | 0930 38956 5.000 UNIT| 210.00000 1050.00| 550.00000 2750.00| 566.00000 2830.00 NS LANDSCAPE VEGETATIVE CONTROL | | | 0940 39001 10.000 EA | 330.80000 3308.00| 382.70000 3827.00| 394.00000 3940.00 NS TREE TREE ACER GRISEUM - 2" CAL | | | 0950 39001 162.000 EA | 5.30000 858.60| 8.00000 1296.00| 6.65000 1077.30 NS TREE TREE COREOPSIS LANCEOLATA 1 QT | | | 0960 39001 8.000 EA | 131.30000 1050.40| 86.00000 688.00| 90.00000 720.00 NS TREE TREE EASTERN ARBORVITAE 5-6' | | | 0970 39001 8.000 EA | 131.30000 1050.40| 125.00000 1000.00| 129.00000 1032.00 NS TREE TREE EASTERN RED CEDAR 5-6' | | | 0980 39001 162.000 EA | 12.00000 1944.00| 7.00000 1134.00| 7.10000 1150.20 NS TREE TREE IRIS SIBERICA 'LITTLE | | | SISTER' - 1 QT. | | | 0990 39001 10.000 EA | 226.00000 2260.00| 200.00000 2000.00| 204.00000 2040.00 NS TREE TREE TILIA CORDATA - 2" CAL | | | 1000 39001 10.000 EA | 226.00000 2260.00| 255.00000 2550.00| 265.00000 2650.00 NS TREE TREE ZELKOVA SERRATA 2" | | | CAL | | | 1010 39002 3.000 EA | 33.60000 100.80| 43.00000 129.00| 150.00000 450.00 NS SHRUB SHRUB ABELIA GRANDIFLORA | | | SIZE #5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -7 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 39002 38.000 EA | 31.50000 1197.00| 30.00000 1140.00| 30.50000 1159.00 NS SHRUB SHRUB ROSA VAR. KNOCKOUT | | | SIZE #3 | | | 1030 39005 18.000 CY | 47.30000 851.40| 65.00000 1170.00| 67.00000 1206.00 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 1040 40003 90.000 LF | 65.10000 5859.00| 16.50000 1485.00| 36.00000 3240.00 1" WATER SERVICE LINE | | | 1050 40061 16.000 LF | 121.25000 1940.00| 47.00000 752.00| 156.00000 2496.00 6" DI WATER MAIN | | | 1060 40081 257.000 LF | 116.30000 29889.10| 75.00000 19275.00| 107.00000 27499.00 8" DI WATER MAIN | | | 1070 40101 894.000 LF | 89.29000 79825.26| 80.00000 71520.00| 57.00000 50958.00 10" DI WATER MAIN | | | 1080 40121 281.000 LF | 125.46000 35254.26| 100.00000 28100.00| 112.00000 31472.00 12" DI WATER MAIN | | | 1090 41006 1.000 EA | 1027.00000 1027.00| 1025.00000 1025.00| 1200.00000 1200.00 6" GATE VALVE & BOX | | | 1100 41008 3.000 EA | 1383.00000 4149.00| 1400.00000 4200.00| 1325.00000 3975.00 8" GATE VALVE & BOX | | | 1110 41010 2.000 EA | 2087.00000 4174.00| 2025.00000 4050.00| 3600.00000 7200.00 10" GATE VALVE & BOX | | | 1120 41104 3.000 EA | 142.00000 426.00| 240.00000 720.00| 800.00000 2400.00 ADJUST EXIST. VALVE BOX | | | 1130 41820 1.000 EA | 2461.00000 2461.00| 4000.00000 4000.00| 3500.00000 3500.00 FIRE HYDRANT | | | 1140 41827 1.000 EA | 876.00000 876.00| 958.00000 958.00| 2000.00000 2000.00 ADJUST EXIST. FIRE HYDRANT | | | 1150 41845 3.000 EA | 3246.00000 9738.00| 2175.00000 6525.00| 2100.00000 6300.00 2" AIR RELEASE VALVE & MANHOLE | | | 1160 41967 1.000 EA | 621.00000 621.00| 1055.00000 1055.00| 1000.00000 1000.00 5/8" WATER METER BOX & YOKE | | | 1170 45562 185.000 LF | 132.00000 24420.00| 95.00000 17575.00| 75.00000 13875.00 16" STEEL ENCASE. PIPE | | | 1180 49010 160.000 LF | 74.18000 11868.80| 20.00000 3200.00| 31.00000 4960.00 NS UTILITIES UTILITIES 4" PVC CONC. | | | ENCASED CONDUIT | | | 1190 50108 522.000 SF | 30.87000 16114.14| 25.00000 13050.00| 24.75000 12919.50 SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -8 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 50206 65.000 LF | 27.93000 1815.45| 10.00000 650.00| 21.00000 1365.00 SIGN POST WOOD 6" X 6" | | | 1210 50430 38.000 LF | 30.00000 1140.00| 8.00000 304.00| 12.00000 456.00 SIGN POST STP-1 2" | | | 1220 50432 30.000 LF | 65.50000 1965.00| 20.00000 600.00| 19.00000 570.00 SIGN POST STP-1 2 3/16" | | | 1230 50434 33.000 LF | 69.70000 2300.10| 34.00000 1122.00| 17.00000 561.00 SIGN POST STP-1 2 1/2" | | | 1240 50490 10.000 EA | 306.00000 3060.00| 150.00000 1500.00| 300.00000 3000.00 CONCRETE FOUNDATION STP-1 | | | 1250 50900 95.000 LF | 33.00000 3135.00| 18.00000 1710.00| 32.50000 3087.50 NS TRAFFIC SIGN TRAFFIC SIGN WSP-1, 6" | | | X 8" | | | 1260 51160 2.000 EA | 210.00000 420.00| 200.00000 400.00| 350.00000 700.00 ELEC.SERV.GROUNDING ELECTRODE (10') | | | 1270 51260 9.000 CY | 263.00000 2367.00| 250.00000 2250.00| 650.00000 5850.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION LP-1 (30' POLE, 16' ARM) | | | 1280 51260 36.000 CY | 263.00000 9468.00| 250.00000 9000.00| 650.00000 23400.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION LP-1 (30' POLE, 18' ARM) | | | 1290 51260 9.000 CY | 263.00000 2367.00| 250.00000 2250.00| 650.00000 5850.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION LP-1 (30' POLE, 20' ARM) | | | 1300 51614 100.000 LF | 3.15000 315.00| 3.00000 300.00| 4.00000 400.00 NS CONDUCTOR CABLE CONDUCTOR CABLE #2 | | | AWG TYPE RHW | | | 1310 51614 10850.000 LF | 2.10000 22785.00| 2.00000 21700.00| 1.35000 14647.50 NS CONDUCTOR CABLE CONDUCTOR CABLE #8 | | | AWG TYPE RHW | | | 1320 51963 27.000 EA | 68.00000 1836.00| 78.00000 2106.00| 81.00000 2187.00 NS REMOVE REMOVE EXISTING SIGN | | | 1330 54032 8708.000 LF | 0.69000 6008.52| 0.75000 6531.00| 0.70000 6095.60 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1340 54034 379.000 LF | 0.88000 333.52| 1.10000 416.90| 0.90000 341.10 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1350 54037 902.000 LF | 1.13000 1019.26| 1.50000 1353.00| 1.20000 1082.40 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 1360 54042 527.000 LF | 6.93000 3652.11| 5.00000 2635.00| 7.00000 3689.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -9 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 54100 60.000 LF | 17.43000 1045.80| 25.00000 1500.00| 20.00000 1200.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. I P.L. MARK.YIELD BAR | | | 1380 54100 129.000 LF | 4.10000 528.90| 7.00000 903.00| 5.00000 645.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CLASS I PAVE. LINE MARK 16" | | | 1390 54105 2300.000 LF | 1.24000 2852.00| 1.00000 2300.00| 1.25000 2875.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1400 54300 4.000 EA | 115.50000 462.00| 80.00000 320.00| 115.00000 460.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1410 54510 4905.000 LF | 1.18000 5787.90| 1.25000 6131.25| 1.20000 5886.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 1420 54514 260.000 LF | 1.93000 501.80| 3.00000 780.00| 3.00000 780.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 1430 54518 100.000 LF | 2.55000 255.00| 5.00000 500.00| 3.00000 300.00 CONSTR.PAVE.MARK. (TY.D,CL.I)12" | | | 1440 54522 50.000 LF | 13.02000 651.00| 10.00000 500.00| 20.00000 1000.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 1450 55140 7.000 EA | 1313.00000 9191.00| 1250.00000 8750.00| 1075.00000 7525.00 CONCRETE FOUNDATION LF-1 TY. A | | | 1460 55164 5.000 EA | 1575.00000 7875.00| 1500.00000 7500.00| 1700.00000 8500.00 LIGHTING POLE LP-1 30'-8' | | | 1470 55165 1.000 EA | 1628.00000 1628.00| 1550.00000 1550.00| 1800.00000 1800.00 LIGHTING POLE LP-1 30'-10' | | | 1480 55166 1.000 EA | 1680.00000 1680.00| 1600.00000 1600.00| 1800.00000 1800.00 LIGHTING POLE LP-1 30'-12' | | | 1490 55348 1.000 EA | 7266.00000 7266.00| 6920.00000 6920.00| 7900.00000 7900.00 ELECT. SERVICE SE-9 TYPE A | | | 1500 55353 1.000 EA | 10038.00000 10038.00| 9560.00000 9560.00| 5600.00000 5600.00 CONTROL CENTER CCW-1 TYPE D | | | 1510 55500 25.000 EA | 368.00000 9200.00| 350.00000 8750.00| 370.00000 9250.00 LUMINAIRE 150 WATT H.P.S. | | | 1520 55587 9.000 EA | 945.00000 8505.00| 900.00000 8100.00| 870.00000 7830.00 JUNCTION BOX JB-S2 | | | 1530 55588 1.000 EA | 1050.00000 1050.00| 1000.00000 1000.00| 1365.00000 1365.00 JUNCTION BOX JB-S3 | | | 1540 56042 3200.000 LF | 2.63000 8416.00| 2.50000 8000.00| 5.85000 18720.00 NS CONDUIT CONDUIT 3" CONDUIT | | | (PVC SCH. 80) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : K89 -10 TABULATION OF BIDS CALL ORDER : K89 CONTRACT ID : C00064052M01 COUNTIES : CLARKE LETTING DATE : 02/22/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) P013 |( 2 ) B319 |( 3 ) F451 |PERRY ENGINEERING COMPANY, |BRANCH HIGHWAYS, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 56042 625.000 LF | 3.15000 1968.75| 3.00000 1875.00| 7.00000 4375.00 NS CONDUIT CONDUIT 4" CONDUIT | | | (PVC SCH. 80) | | | 1560 56042 60.000 LF | 5.25000 315.00| 5.00000 300.00| 20.00000 1200.00 NS CONDUIT CONDUIT 4" PIPE SLEEVE (PVC) | | | 1570 56042 350.000 LF | 5.25000 1837.50| 5.00000 1750.00| 10.00000 3500.00 NS CONDUIT CONDUIT 6" PIPE SLEEVE | | | (PVC SCH. 80) | | | 1580 56106 100.000 LF | 21.00000 2100.00| 20.00000 2000.00| 40.00000 4000.00 JACKED 6" PIPE | | | 1590 56200 3700.000 LF | 3.15000 11655.00| 3.00000 11100.00| 3.75000 13875.00 TRENCH EXCAVATION ECI-1 | | | 1600 59000 3.000 EA | 1785.00000 5355.00| 1825.00000 5475.00| 2000.00000 6000.00 NS LIGHTING LIGHTING LP-1, 30' POLE, | | | 16' ARM/BRKAWAY BASE | | | 1610 59000 12.000 EA | 1890.00000 22680.00| 1900.00000 22800.00| 2000.00000 24000.00 NS LIGHTING LIGHTING LP-1, 30' POLE, | | | 18' ARM/BRKAWAY BASE | | | 1620 59000 3.000 EA | 1838.00000 5514.00| 1875.00000 5625.00| 2100.00000 6300.00 NS LIGHTING LIGHTING LP-1, 30' POLE, | | | 20' ARM/BRKAWAY BASE | | | SECTION TOTALS | $ 1,675,590.50| $ 1,786,171.05| $ 1,859,393.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,675,590.50| $ 1,786,171.05| $ 1,859,393.35 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : R62 -1 TABULATION OF BIDS CALL ORDER : R62 CONTRACT ID : C00094738N01 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 08/24/12 COMPLETION DATE PROJECT(S) : 0609-060-742, N501 FED # NONE CONTRACT DESCRIPTION: RTE. 609 - RECONSTRUCT & SURFACE TREAT NON-HARDSURFACED ROAD FROM: ROUTE 637 TO: 0.43 MILES NORTH ROUTE 637 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C024 A. R. COFFEY AND SONS, INC. $ 167,245.00 100.0000% 2 H279 C. R. HENDERSON COMPANY $ 196,562.50 117.5297% 3 D549 DCI/SHIRES, INC. $ 287,070.50 171.6467% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 383,775.00 229.4687% ==================================================================================================================================== |( 1 ) C024 |( 2 ) H279 |( 3 ) D549 |A. R. COFFEY AND SONS, INC. |C. R. HENDERSON COMPANY |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00099 LUMP| 12000.00000 12000.00| 18000.00000 18000.00| 14400.00000 14400.00 NS MOBILIZATION MOBILIZATION .... | | | 0020 00125 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 57000.00000 57000.00 GRADING | | | 0030 00140 350.000 CY | 12.00000 4200.00| 10.00000 3500.00| 26.00000 9100.00 BORROW EXCAVATION | | | 0040 00700 130.000 LF | 5.00000 650.00| 10.00000 1300.00| 3.00000 390.00 POST INSTALLATION INSPECTION | | | 0050 01180 110.000 LF | 22.00000 2420.00| 20.00000 2200.00| 76.00000 8360.00 18" PIPE | | | 0060 01240 60.000 LF | 30.00000 1800.00| 30.00000 1800.00| 97.00000 5820.00 24" PIPE | | | 0070 01300 30.000 LF | 34.00000 1020.00| 35.00000 1050.00| 118.00000 3540.00 30" PIPE | | | 0080 01360 106.000 LF | 40.00000 4240.00| 40.00000 4240.00| 133.00000 14098.00 36" PIPE | | | 0090 09150 10.000 TON | 100.00000 1000.00| 50.00000 500.00| 60.00000 600.00 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : R62 -2 TABULATION OF BIDS CALL ORDER : R62 CONTRACT ID : C00094738N01 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) H279 |( 3 ) D549 |A. R. COFFEY AND SONS, INC. |C. R. HENDERSON COMPANY |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10128 1700.000 TON | 17.65000 30005.00| 16.00000 27200.00| 26.50000 45050.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10424 5185.000 SY | 6.50000 33702.50| 8.50000 44072.50| 9.00000 46665.00 BLOTTED SEAL COAT TY. D | | | 0120 22501 475.000 LF | 4.50000 2137.50| 5.00000 2375.00| 5.50000 2612.50 FENCE FE-W1 | | | 0130 22541 6.000 EA | 250.00000 1500.00| 250.00000 1500.00| 150.00000 900.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 0140 22581 4.000 EA | 400.00000 1600.00| 250.00000 1000.00| 150.00000 600.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0150 24100 750.000 HR | 0.00000 0.00| 1.00000 750.00| 11.00000 8250.00 ALLAYING DUST | | | 0160 24160 200.000 SF | 12.00000 2400.00| 20.00000 4000.00| 18.00000 3600.00 CONSTRUCTION SIGNS | | | 0170 24260 425.000 TON | 16.50000 7012.50| 15.00000 6375.00| 22.00000 9350.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0180 24278 500.000 DAY | 1.00000 500.00| 1.00000 500.00| 1.30000 650.00 GROUP 2 CHANNELIZING DEVICES | | | 0190 24282 1000.000 HR | 14.00000 14000.00| 20.00000 20000.00| 19.00000 19000.00 FLAGGER SERVICE | | | 0200 24287 500.000 DAY | 0.50000 250.00| 0.50000 250.00| 3.70000 1850.00 WARNING LIGHT TY. A | | | 0210 27102 240.000 LB | 9.00000 2160.00| 10.00000 2400.00| 11.00000 2640.00 REGULAR SEED | | | 0220 27103 240.000 LB | 1.00000 240.00| 5.00000 1200.00| 9.00000 2160.00 OVERSEEDING | | | 0230 27104 40.000 LB | 25.00000 1000.00| 20.00000 800.00| 22.00000 880.00 LEGUME SEED | | | 0240 27105 40.000 LB | 1.00000 40.00| 10.00000 400.00| 17.00000 680.00 LEGUME OVERSEEDING | | | 0250 27210 1.000 TON | 1000.00000 1000.00| 400.00000 400.00| 1350.00000 1350.00 FERTILIZER(10-20-10) | | | 0260 27250 8.000 TON | 160.00000 1280.00| 100.00000 800.00| 125.00000 1000.00 LIME | | | 0270 27415 20.000 EA | 100.00000 2000.00| 100.00000 2000.00| 275.00000 5500.00 CHECK DAM(ROCK) TY. II | | | 0280 27430 300.000 CY | 1.00000 300.00| 1.00000 300.00| 7.00000 2100.00 SILTATION CONTROL EXCAVATION | | | 0290 27505 2000.000 LF | 2.25000 4500.00| 2.00000 4000.00| 3.25000 6500.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/05/12 PAGE : R62 -3 TABULATION OF BIDS CALL ORDER : R62 CONTRACT ID : C00094738N01 COUNTIES : MONTGOMERY LETTING DATE : 02/22/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) H279 |( 3 ) D549 |A. R. COFFEY AND SONS, INC. |C. R. HENDERSON COMPANY |DCI/SHIRES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 27506 500.000 LF | 2.00000 1000.00| 2.00000 1000.00| 2.75000 1375.00 TEMP. FILTER BARRIER | | | 0310 27552 425.000 TON | 19.50000 8287.50| 18.00000 7650.00| 26.00000 11050.00 NS NO. 57 STONE NO. 57 STONE .... | | | SECTION TOTALS | $ 167,245.00| $ 196,562.50| $ 287,070.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 167,245.00| $ 196,562.50| $ 287,070.50 ====================================================================================================================================