E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 922 -1 TABULATION OF BIDS CALL ORDER : 922 CONTRACT ID : C00089372N01 COUNTIES : NORTHERN VA LETTING DATE : 04/22/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 07/01/10 COMPLETION DATE PROJECT(S) : (FO) 9999-96A-040, N501 FED # STP-PM09 (235) CONTRACT DESCRIPTION: INTERSTATE PLANT MIX VARIOUS LOCATIONS IN NOVA DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 3,637,424.26 100.0000% ==================================================================================================================================== |( 1 ) V160 |( ) |( ) |VIRGINIA PAVING CO., DIV. O | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 73920.000 LF | 0.20000 14784.00| | RUMBLE STRIP, ASPHALT | | | 0020 10701 11972.000 SY | 2.50000 29930.00| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 16360 28387.000 TON | 79.60000 2259605.20| | ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0040 16388 978091.000 SY | 0.66000 645540.06| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0050 54042 3800.000 LF | 4.25000 16150.00| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0060 54076 132700.000 LF | 3.75000 497625.00| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0070 54078 13100.000 LF | 6.00000 78600.00| | TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0080 54217 3043.000 EA | 30.00000 91290.00| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0090 54101 26.000 EA | 150.00000 3900.00| | NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV SYMBOL | | | SECTION TOTALS | $ 3,637,424.26| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,637,424.26| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 923 -1 TABULATION OF BIDS CALL ORDER : 923 CONTRACT ID : C00092008N01 COUNTIES : FAIRFAX LETTING DATE : 04/22/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/01/09 COMPLETION DATE PROJECT(S) : (NFO) 9999-029-829, 501 FED # STP-PM09 (236) CONTRACT DESCRIPTION: FAIRFAX/ARLINGTON PLANT MIX VARIOUS LOCATIONS IN FAIRFAX & ARLINGTON COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 2,177,239.60 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 2,183,605.93 100.2924% ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( ) |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FFX-REGULAR BID ITEMS | | | 0010 00122 1390.000 LF | 2.50000 3475.00| 33.00000 45870.00| NS GRADING GRADING SHOULDER RESTORATION | | | 0020 13310 50.000 LF | 100.00000 5000.00| 49.50000 2475.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13312 7.000 EA | 2000.00000 14000.00| 1870.00000 13090.00| GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0040 13320 545.000 LF | 20.00000 10900.00| 28.05000 15287.25| GUARDRAIL GR-2 | | | 0050 13345 3.000 EA | 2200.00000 6600.00| 2200.00000 6600.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13346 11.000 EA | 200.00000 2200.00| 385.00000 4235.00| REMOVE GR-7 TERMINAL | | | 0070 13347 1.000 EA | 2200.00000 2200.00| 2035.00000 2035.00| GUARDRAIL TERMINAL GR-7(WEATHERING | | | STEEL) | | | 0080 13400 100.000 LF | 20.00000 2000.00| 29.15000 2915.00| NS GUARDRAIL GUARDRAIL GR-2(WEATHERING | | | STEEL) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 923 -2 TABULATION OF BIDS CALL ORDER : 923 CONTRACT ID : C00092008N01 COUNTIES : FAIRFAX LETTING DATE : 04/22/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( ) |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13401 271.000 EA | 9.00000 2439.00| 22.00000 5962.00| NS GUARDRAIL GUARDRAIL UPGRADE OFFSET | | | BLOCK (WOOD/COMPOSITE) | | | 0100 16242 100.000 TON | 45.00000 4500.00| 25.00000 2500.00| AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0110 16340 16369.000 TON | 65.00000 1063985.00| 79.00000 1293151.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0120 16388 546445.000 SY | 1.14000 622947.30| 0.68000 371582.60| FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0130 17315 1.000 EA | 55.00000 55.00| 82.50000 82.50| W BEAM END SECT(BUFFER | | | 0140 17323 75.000 LF | 14.00000 1050.00| 16.50000 1237.50| GUARDRAIL BEAM | | | 0150 17325 50.000 LF | 15.00000 750.00| 19.80000 990.00| RADIAL GUARDRAIL BEAM | | | 0160 17328 5.000 EA | 66.00000 330.00| 82.50000 412.50| POST(WOOD OR STEEL) 7' LENGTH | | | 0170 17451 97.000 EA | 6.00000 582.00| 6.60000 640.20| GUARDRAIL DELINEATOR | | | 0180 24601 225.000 LF | 6.00000 1350.00| 5.50000 1237.50| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL **** | | | 0190 24611 3110.000 LF | 10.00000 31100.00| 9.35000 29078.50| NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL **** | | | 0200 51615 37398.000 LF | 0.35000 13089.30| 0.28000 10471.44| 14/1 ENCLOSED COND. CABLE | | | 0210 51912 8224.000 LF | 6.00000 49344.00| 5.00000 41120.00| SAW CUT 3/8" | | | 0220 51913 1835.000 LF | 6.00000 11010.00| 21.45000 39360.75| SAWCUT 5/8" | | | 0230 54042 4363.000 LF | 4.00000 17452.00| 4.62000 20157.06| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0240 54055 6700.000 LF | 1.25000 8375.00| 2.09000 14003.00| TYPE B CLASS IV PAVE. LINE MARKING 4" | | | 0250 54075 81380.000 LF | 3.00000 244140.00| 2.61000 212401.80| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0260 54076 936.000 LF | 4.00000 3744.00| 3.58000 3350.88| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : 923 -3 TABULATION OF BIDS CALL ORDER : 923 CONTRACT ID : C00092008N01 COUNTIES : FAIRFAX LETTING DATE : 04/22/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) V160 |( 2 ) F034 |( ) |VIRGINIA PAVING CO., DIV. O |FORT MYER CONSTRUCTION CORP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54077 2700.000 LF | 6.00000 16200.00| 4.55000 12285.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0280 54217 975.000 EA | 30.00000 29250.00| 25.85000 25203.75| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0290 54300 57.000 EA | 125.00000 7125.00| 77.00000 4389.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0300 54400 2.000 EA | 500.00000 1000.00| 165.00000 330.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0310 56022 349.000 LF | 3.00000 1047.00| 3.30000 1151.70| 1" METAL CONDUIT | | | SECTION TOTALS | $ 2,177,239.60| $ 2,183,605.93| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,177,239.60| $ 2,183,605.93| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -1 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/30/11 COMPLETION DATE PROJECT(S) : (FO)0095-016-111, C501 FED # NH-095-2(497) (FO)0095-016-111, C501 FED # NH-095-2(497) CONTRACT DESCRIPTION: 0.8125 MI. GRADE,DRAIN, ASP. PAVE. SIGNAL & UTILITIES FROM: 0.443 MILES SOUTH OF ROUTE 207 TO: 0.369 MILES NORTH OF ROUTE 207 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 J. L. KENT & SONS, INC. $ 3,820,314.92 100.0000% 2 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 4,055,177.00 106.1477% 3 G181 GENERAL EXCAVATION, INC. $ 4,112,027.17 107.6358% 4 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 4,224,304.98 110.5748% 5 B850 BRANSCOME, INC. $ 4,244,653.35 111.1074% 6 E009 W. C. ENGLISH, INCORPORATED $ 4,658,835.70 121.9490% 7 H021 HENDERSON CONSTRUCTION CO., INC. $ 4,740,631.38 124.0901% 8 B319 BRANCH HIGHWAYS, INC. $ 5,073,615.90 132.8062% ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, 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| 158400.00000 158400.00| 281780.00000 281780.00| 105400.00000 105400.00 MOBILIZATION | | | 0020 00101 LUMP| 43751.00000 43751.00| 35851.00000 35851.00| 27500.00000 27500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 38400.00000 38400.00| 73758.30000 73758.30| 61200.00000 61200.00 CLEARING AND GRUBBING | | | 0040 00120 48257.000 CY | 4.75000 229220.75| 7.57000 365305.49| 7.00000 337799.00 REGULAR EXCAVATION | | | 0050 00140 13254.000 CY | 5.70000 75547.80| 12.51000 165807.54| 6.75000 89464.50 BORROW EXCAVATION | | | 0060 00155 8496.000 SY | 1.85000 15717.60| 1.64000 13933.44| 1.50000 12744.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -2 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00355 3474.000 SY | 1.80000 6253.20| 1.52000 5280.48| 1.30000 4516.20 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00505 65.000 TON | 15.00000 975.00| 17.09000 1110.85| 20.50000 1332.50 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0090 00525 39.000 CY | 940.00000 36660.00| 978.50000 38161.50| 500.00000 19500.00 CONCRETE CLASS A3 MISC. | | | 0100 00529 2.000 CY | 500.00000 1000.00| 163.50000 327.00| 235.00000 470.00 FLOWABLE BACKFILL | | | 0110 00540 2478.000 LB | 0.10000 247.80| 1.29000 3196.62| 1.50000 3717.00 REINF. STEEL | | | 0120 00585 1134.000 LF | 14.44000 16374.96| 18.44000 20910.96| 37.50000 42525.00 UNDERDRAIN UD-2 | | | 0130 00588 392.000 LF | 9.00000 3528.00| 12.88000 5048.96| 7.15000 2802.80 UNDERDRAIN UD-4 | | | 0140 00590 189.000 LF | 13.40000 2532.60| 25.75000 4866.75| 13.60000 2570.40 COMB. UNDERDRAIN CD-1 | | | 0150 00591 64.000 LF | 16.20000 1036.80| 25.75000 1648.00| 13.60000 870.40 COMB. UNDERDRAIN CD-2 | | | 0160 00595 83.000 LF | 9.40000 780.20| 28.33000 2351.39| 14.00000 1162.00 OUTLET PIPE | | | 0170 00596 3.000 EA | 580.00000 1740.00| 515.00000 1545.00| 535.00000 1605.00 ENDWALL EW-12 | | | 0180 01120 51.000 LF | 30.90000 1575.90| 26.02000 1327.02| 12.50000 637.50 12" PIPE | | | 0190 01150 2595.000 LF | 31.00000 80445.00| 29.05000 75384.75| 25.80000 66951.00 15" PIPE | | | 0200 01152 105.000 LF | 34.60000 3633.00| 29.05000 3050.25| 35.00000 3675.00 15" CONC. PIPE | | | 0210 01180 377.000 LF | 32.00000 12064.00| 33.25000 12535.25| 33.95000 12799.15 18" PIPE | | | 0220 01182 51.000 LF | 46.00000 2346.00| 33.25000 1695.75| 40.80000 2080.80 18" CONC. PIPE | | | 0230 01240 1670.000 LF | 37.20000 62124.00| 42.96000 71743.20| 43.00000 71810.00 24" PIPE | | | 0240 01242 7.000 LF | 116.00000 812.00| 42.96000 300.72| 60.70000 424.90 24" CONC. PIPE | | | 0250 01300 470.000 LF | 55.00000 25850.00| 68.99000 32425.30| 60.70000 28529.00 30" PIPE | | | 0260 01360 120.000 LF | 58.59000 7030.80| 84.21000 10105.20| 47.65000 5718.00 36" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -3 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 01420 208.000 LF | 95.00000 19760.00| 103.50000 21528.00| 87.20000 18137.60 42" PIPE | | | 0280 06151 2.000 EA | 230.00000 460.00| 481.93000 963.86| 550.00000 1100.00 15" END SECTION ES-1 | | | 0290 06181 1.000 EA | 300.00000 300.00| 554.03000 554.03| 640.00000 640.00 18" END SECTION ES-1 | | | 0300 06241 2.000 EA | 380.00000 760.00| 682.78000 1365.56| 387.00000 774.00 24" END SECTION ES-1 | | | 0310 06301 1.000 EA | 427.00000 427.00| 899.09000 899.09| 607.00000 607.00 30" END SECTION ES-1 | | | 0320 06421 2.000 EA | 1000.00000 2000.00| 1609.83000 3219.66| 915.31000 1830.62 42" END SECTION ES-1 | | | 0330 06745 4.000 EA | 2090.00000 8360.00| 1915.80000 7663.20| 2965.00000 11860.00 DROP INLET DI-2A | | | 0340 06747 5.000 EA | 2320.00000 11600.00| 2229.95000 11149.75| 3300.00000 16500.00 DROP INLET DI-2B,L=4' | | | 0350 06748 6.000 EA | 2280.00000 13680.00| 2096.05000 12576.30| 3500.00000 21000.00 DROP INLET DI-2B,L=6' | | | 0360 06817 3.000 EA | 2100.00000 6300.00| 1941.55000 5824.65| 2350.00000 7050.00 DROP INLET DI-3B,L=4' | | | 0370 06818 9.000 EA | 2322.00000 20898.00| 2118.71000 19068.39| 2600.00000 23400.00 DROP INLET DI-3B,L=6' | | | 0380 06819 3.000 EA | 2367.00000 7101.00| 2293.81000 6881.43| 2900.00000 8700.00 DROP INLET DI-3B,L=8' | | | 0390 06821 1.000 EA | 3100.00000 3100.00| 3126.05000 3126.05| 4900.00000 4900.00 DROP INLET DI-3B,L=12' | | | 0400 06835 1.000 EA | 2200.00000 2200.00| 2147.55000 2147.55| 2800.00000 2800.00 DROP INLET DI-3C,L=6' | | | 0410 07206 1.000 EA | 3000.00000 3000.00| 2945.80000 2945.80| 4300.00000 4300.00 DROP INLET DI-4C,L=8' | | | 0420 07506 1.000 EA | 2400.00000 2400.00| 2147.55000 2147.55| 2250.00000 2250.00 DROP INLET DI-5 | | | 0430 07508 2.000 EA | 2300.00000 4600.00| 2405.05000 4810.10| 2500.00000 5000.00 DROP INLET DI-7 | | | 0440 07510 2.000 EA | 3050.00000 6100.00| 2868.55000 5737.10| 3000.00000 6000.00 DROP INLET DI-7A | | | 0450 08938 1.000 EA | 2500.00000 2500.00| 2250.55000 2250.55| 2300.00000 2300.00 DROP INLET DI-12C,L=4' | | | 0460 08940 1.000 EA | 2900.00000 2900.00| 2662.55000 2662.55| 2700.00000 2700.00 DROP INLET DI-12C,L=6' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -4 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 08942 1.000 EA | 3500.00000 3500.00| 3280.55000 3280.55| 3800.00000 3800.00 DROP INLET DI-12C,L=8' | | | 0480 08990 1.000 EA | 1800.00000 1800.00| 2781.80000 2781.80| 1730.00000 1730.00 NS DROP INLET DROP INLET T-DI-3 DROP | | | INLET TOP L=10' | | | 0490 09056 29.000 LF | 416.00000 12064.00| 401.70000 11649.30| 355.00000 10295.00 MANHOLE MH-1 OR 2 | | | 0500 09057 4.000 EA | 400.00000 1600.00| 309.00000 1236.00| 530.00000 2120.00 FRAME & COVER MH-1 | | | 0510 09150 33.000 TON | 65.00000 2145.00| 54.23000 1789.59| 92.70000 3059.10 EROSION CONTROL STONE CLASS I, EC-1 | | | 0520 09152 120.000 TON | 70.00000 8400.00| 54.23000 6507.60| 89.50000 10740.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0530 09155 53.000 CY | 170.00000 9010.00| 100.83000 5343.99| 126.00000 6678.00 GABIONS | | | 0540 09185 267.000 SY | 69.55000 18569.85| 61.80000 16500.60| 53.30000 14231.10 PAVED DITCH PG-2A | | | 0550 09250 9.000 EA | 250.00000 2250.00| 218.00000 1962.00| 1000.00000 9000.00 SLOPE DRAIN | | | 0560 10028 11505.000 SY | 3.57000 41072.85| 3.45000 39692.25| 3.41000 39232.05 MANIPULATION 8" | | | 0570 10032 123.000 TON | 232.00000 28536.00| 191.69000 23577.87| 189.82000 23347.86 NS LIME LIME 3% BY WEIGHT | | | 0580 10099 2195.000 TON | 13.87000 30444.65| 16.50000 36217.50| 15.50000 34022.50 AGGR. MATL. NO. 21A OR 21B | | | 0590 10128 27439.000 TON | 13.87000 380578.93| 15.95000 437652.05| 17.72000 486219.08 AGGR. BASE MATL. TY. I NO. 21B | | | 0600 10250 5305.000 TON | 18.10000 96020.50| 20.91000 110927.55| 20.07000 106471.35 NS AGGR. MATERIAL AGGR. MATERIAL #3 | | | STONE | | | 0610 10250 76.000 TON | 18.89000 1435.64| 23.09000 1754.84| 29.11000 2212.36 NS AGGR. MATERIAL AGGR. MATERIAL #57 | | | STONE | | | 0620 10598 1510.000 TON | 52.43000 79169.30| 50.88000 76828.80| 52.94000 79939.40 NS ASPHALT CONCRETE ASPHALT CONCRETE 6" | | | BM-25.0D +0.04 | | | 0630 10598 748.000 TON | 52.43000 39217.64| 53.02000 39658.96| 55.13000 41237.24 NS ASPHALT CONCRETE ASPHALT CONCRETE 6" | | | BM-25.0D +0.08 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -5 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 10607 1044.000 TON | 60.56000 63224.64| 55.73000 58182.12| 57.89000 60437.16 ASPHALT CONCRETE TY. SM-12.5A | | | 0650 10608 5509.000 TON | 60.56000 333625.04| 53.95000 297210.55| 56.05000 308779.45 ASPHALT CONCRETE TY. SM-12.5D | | | 0660 10611 4391.000 TON | 56.28000 247125.48| 49.67000 218100.97| 51.71000 227058.61 ASPHALT CONCRETE TY. IM-19.0D | | | 0670 10630 38485.000 SY | 1.25000 48106.25| 0.71000 27324.35| 0.81000 31172.85 FLEXIBLE PAVEMENT PLANING | | | 0680 10636 102.000 TON | 90.95000 9276.90| 59.84000 6103.68| 67.32000 6866.64 ASPHALT CONCRETE TY. SM-9.5D | | | 0690 10642 275.000 TON | 52.43000 14418.25| 52.17000 14346.75| 54.26000 14921.50 ASPHALT CONCRETE TY. BM-25.0A | | | 0700 10643 8430.000 TON | 52.43000 441984.90| 48.89000 412142.70| 50.90000 429087.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0710 11040 236.000 SY | 49.50000 11682.00| 71.07000 16772.52| 47.50000 11210.00 CONCRETE ENTRANCE PAVE. 7" | | | 0720 11070 4575.000 LF | 1.77000 8097.75| 1.83000 8372.25| 2.60000 11895.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0730 12322 1525.000 LF | 10.80000 16470.00| 10.90000 16622.50| 10.20000 15555.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0740 12505 63.000 TON | 90.95000 5729.85| 70.85000 4463.55| 102.00000 6426.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0750 12600 510.000 LF | 13.91000 7094.10| 15.97000 8144.70| 14.47000 7379.70 STD. COMB. CURB & GUTTER CG-6 | | | 0760 12610 1006.000 LF | 13.91000 13993.46| 16.48000 16578.88| 14.47000 14556.82 RADIAL COMB. CURB & GUTTER CG-6 | | | 0770 13320 3431.000 LF | 14.45000 49577.95| 14.42000 49475.02| 13.77000 47244.87 GUARDRAIL GR-2 | | | 0780 13331 263.000 LF | 18.19000 4783.97| 15.45000 4063.35| 17.34000 4560.42 RAD. GUARDRAIL GR-2 | | | 0790 13345 14.000 EA | 2247.00000 31458.00| 2060.00000 28840.00| 2142.00000 29988.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0800 21215 1350.000 LF | 27.50000 37125.00| 30.90000 41715.00| 32.01000 43213.50 MEDIAN STRIP MS-2 | | | 0810 24100 300.000 HR | 4.00000 1200.00| 1.09000 327.00| 46.67000 14001.00 ALLAYING DUST | | | 0820 24152 22.000 EA | 210.00000 4620.00| 246.07000 5413.54| 213.69000 4701.18 TYPE III BARRICADE 8' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -6 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 24160 3036.000 SF | 12.40000 37646.40| 0.28000 850.08| 23.69000 71922.84 CONSTRUCTION SIGNS | | | 0840 24260 270.000 TON | 14.00000 3780.00| 17.09000 4614.30| 26.38000 7122.60 CR. RUN AGGR. NO. 25 OR 26 | | | 0847 24272 4200.000 HR | 4.00000 16800.00| 0.28000 1176.00| 14.94000 62748.00 TRUCK MOUNTED ATTENUATOR | | | 0850 24278 72244.000 DAY | 0.18000 13003.92| 0.18000 13003.92| 0.29000 20950.76 GROUP 2 CHANNELIZING DEVICES | | | 0860 24281 4776.000 HR | 1.20000 5731.20| 0.28000 1337.28| 4.49000 21444.24 ELECTRONIC ARROW | | | 0870 24282 1200.000 HR | 1.00000 1200.00| 0.28000 336.00| 17.88000 21456.00 FLAGGER SERVICE | | | 0880 24290 2640.000 LF | 24.09000 63597.60| 21.12000 55756.80| 11.57000 30544.80 TRAFFIC BARRIER SERVICE CONCRETE | | | 0890 24400 50.000 UNIT| 100.00000 5000.00| 54.50000 2725.00| 151.72000 7586.00 OBSCURING ROADWAY | | | 0900 24430 10094.000 SY | 2.51000 25335.94| 1.94000 19582.36| 1.81000 18270.14 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0903 24602 100.000 LF | 2.00000 200.00| 3.44000 344.00| 1.93000 193.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE ... | | | 0910 25505 24.000 MO | 650.00000 15600.00| 808.78000 19410.72| 1300.77000 31218.48 FIELD OFFICE TY.I | | | 0920 25561 4.000 DAY | 1500.00000 6000.00| 3090.00000 12360.00| 3500.00000 14000.00 FORMAL PARTNERING | | | 0930 26117 22.000 TON | 75.00000 1650.00| 36.88000 811.36| 84.12000 1850.64 DRY RIPRAP CL. AI | | | 0940 26271 62.000 TON | 95.00000 5890.00| 64.59000 4004.58| 92.78000 5752.36 NS DRY RIPRAP DRY RIPRAP EC-1 CLASS III | | | 0950 26271 8.000 TON | 150.00000 1200.00| 88.57000 708.56| 89.42000 715.36 NS DRY RIPRAP DRY RIPRAP EC-1 CLASS IV | | | 0960 27012 1.000 ACRE| 1100.00000 1100.00| 13080.00000 13080.00| 3999.84000 3999.84 TOPSOIL CLASS A 2" | | | 0970 27102 1112.000 LB | 10.70000 11898.40| 10.30000 11453.60| 13.80000 15345.60 REGULAR SEED | | | 0980 27103 695.000 LB | 6.42000 4461.90| 6.18000 4295.10| 4.15000 2884.25 OVERSEEDING | | | 0990 27215 4.000 TON | 1100.00000 4400.00| 1030.00000 4120.00| 957.69000 3830.76 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -7 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 27250 24.000 TON | 214.00000 5136.00| 206.00000 4944.00| 177.99000 4271.76 LIME | | | 1010 27321 7424.000 SY | 2.20000 16332.80| 2.06000 15293.44| 1.24000 9205.76 PROTECTIVE COVERING EC-2 | | | 1020 27325 73.000 SY | 8.00000 584.00| 10.30000 751.90| 4.75000 346.75 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1030 27336 351.000 SY | 2.90000 1017.90| 1.56000 547.56| 1.31000 459.81 TEMP. DIVERSION CHANNEL LINING CL. A | | | 1040 27340 89.000 CY | 9.00000 801.00| 19.62000 1746.18| 10.77000 958.53 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1050 27410 4.000 EA | 350.00000 1400.00| 109.00000 436.00| 1141.48000 4565.92 CHECK DAM, ROCK TY. I | | | 1060 27415 102.000 EA | 85.00000 8670.00| 55.59000 5670.18| 135.26000 13796.52 CHECK DAM(ROCK) TY. II | | | 1070 27422 3.000 EA | 180.00000 540.00| 321.55000 964.65| 1244.71000 3734.13 DEWATERING BASIN | | | 1080 27430 3198.000 CY | 0.50000 1599.00| 0.11000 351.78| 9.26000 29613.48 SILTATION CONTROL EXCAVATION | | | 1090 27440 100.000 HR | 16.00000 1600.00| 27.25000 2725.00| 39.64000 3964.00 MOWING | | | 1100 27450 13.000 EA | 258.00000 3354.00| 27.25000 354.25| 266.45000 3463.85 DROP INLET SILT TRAP, TYPE A | | | 1110 27460 30.000 EA | 129.00000 3870.00| 27.25000 817.50| 255.04000 7651.20 DROP INLET SILT TRAP, TYPE B | | | 1120 27505 3960.000 LF | 2.20000 8712.00| 1.14000 4514.40| 1.95000 7722.00 TEMP. SILT FENCE | | | 1130 27506 6726.000 LF | 2.00000 13452.00| 1.03000 6927.78| 2.01000 13519.26 TEMP. FILTER BARRIER | | | 1140 27545 2901.000 CY | 4.00000 11604.00| 8.24000 23904.24| 4.35000 12619.35 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1150 27550 18.000 LF | 964.00000 17352.00| 56.65000 1019.70| 1608.09000 28945.62 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1160 27580 679.000 CY | 5.00000 3395.00| 8.24000 5594.96| 8.37000 5683.23 TEMP. SEDIMENT BASIN EXCAVATION | | | 1170 40003 10.000 LF | 27.00000 270.00| 49.86000 498.60| 78.19000 781.90 1" WATER SERVICE LINE | | | 1180 40061 27.000 LF | 48.80000 1317.60| 24.57000 663.39| 124.13000 3351.51 6" DI WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -8 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 40081 240.000 LF | 84.00000 20160.00| 47.75000 11460.00| 103.92000 24940.80 8" DI WATER MAIN | | | 1200 41006 3.000 EA | 1593.00000 4779.00| 751.90000 2255.70| 962.68000 2888.04 6" GATE VALVE & BOX | | | 1210 41008 1.000 EA | 1980.00000 1980.00| 1071.20000 1071.20| 1380.14000 1380.14 8" GATE VALVE & BOX | | | 1220 41104 3.000 EA | 707.00000 2121.00| 206.00000 618.00| 236.37000 709.11 ADJUST EXIST. VALVE BOX | | | 1230 41820 3.000 EA | 4000.00000 12000.00| 3791.43000 11374.29| 2772.46000 8317.38 FIRE HYDRANT | | | 1240 42064 25.000 LF | 43.00000 1075.00| 57.36000 1434.00| 151.30000 3782.50 6" SANITARY SERVICE LATERAL CONNECTION | | | 1250 42067 58.000 LF | 66.25000 3842.50| 42.40000 2459.20| 216.79000 12573.82 6" SANITARY SEWER FORCE MAIN | | | 1260 42080 256.000 LF | 97.45000 24947.20| 46.28000 11847.68| 43.35000 11097.60 8" SAN. SEWER PIPE | | | 1270 42107 234.000 LF | 90.25000 21118.50| 99.16000 23203.44| 70.37000 16466.58 10" SANITARY SEWER FORCE MAIN | | | 1280 42120 305.000 LF | 110.40000 33672.00| 55.96000 17067.80| 157.02000 47891.10 12" SAN. SEWER PIPE | | | 1290 42755 72.000 LF | 352.00000 25344.00| 287.93000 20730.96| 292.15000 21034.80 SANITARY SEWER MANHOLE | | | 1300 42764 6.000 EA | 753.00000 4518.00| 338.70000 2032.20| 574.92000 3449.52 MANHOLE FRAME & COVER F&C-1 | | | 1310 42765 1.000 EA | 435.00000 435.00| 154.40000 154.40| 539.52000 539.52 ADJUST EXIST FRAME & COVER | | | 1320 42771 14.000 LF | 329.00000 4606.00| 243.30000 3406.20| 321.38000 4499.32 RECONSTRUCT EXISTING SANITARY MANHOLE | | | 1330 51184 47.000 EA | 186.55000 8767.85| 195.70000 9197.90| 177.84000 8358.48 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1340 51245 1.000 EA | 12230.00000 12230.00| 515.00000 515.00| 1165.86000 1165.86 CONCRETE FOUND. CF-1 | | | 1350 51250 28.000 CY | 398.30000 11152.40| 515.00000 14420.00| 379.66000 10630.48 CONCRETE FOUND. PF-5 | | | 1360 51425 4.000 EA | 6234.00000 24936.00| 8652.00000 34608.00| 5942.91000 23771.64 NS SIGNAL POLE SIGNAL POLE MAST ARM; TY | | | III | | | 1370 51426 4.000 EA | 761.00000 3044.00| 824.00000 3296.00| 725.22000 2900.88 NS MAST ARM MAST ARM 20' LUMINAIRE ARM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -9 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 51426 1.000 EA | 4889.00000 4889.00| 5077.90000 5077.90| 4659.36000 4659.36 NS MAST ARM MAST ARM 60' | | | 1390 51426 1.000 EA | 5533.00000 5533.00| 5768.00000 5768.00| 5274.42000 5274.42 NS MAST ARM MAST ARM 65' | | | 1400 51426 2.000 EA | 5249.00000 10498.00| 5932.80000 11865.60| 5003.10000 10006.20 NS MAST ARM MAST ARM 70' | | | 1410 51607 4000.000 LF | 0.55000 2200.00| 1.29000 5160.00| 0.51000 2040.00 14/7 CONDUCTOR CABLE | | | 1420 51615 5650.000 LF | 0.96000 5424.00| 0.83000 4689.50| 0.92000 5198.00 14/1 ENCLOSED COND. CABLE | | | 1430 51700 9000.000 LF | 0.30000 2700.00| 1.03000 9270.00| 0.29000 2610.00 14/2 CONDUCTOR CABLE SHIELDED | | | 1440 51830 15.000 EA | 177.00000 2655.00| 164.80000 2472.00| 168.06000 2520.90 HANGER ASSEMBLY SM-3, ONE WAY | | | 1450 51910 2200.000 LF | 4.65000 10230.00| 11.33000 24926.00| 4.42000 9724.00 SAW CUT | | | 1460 52000 LUMP| 10909.00000 10909.00| 2060.00000 2060.00| 1652.40000 1652.40 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM. EXIST. SIGNAL | | | EQUIPMENT | | | 1470 52000 LUMP| 8667.00000 8667.00| 2575.00000 2575.00| 8262.00000 8262.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TRAFFIC CONTROL | | | SIGNAL | | | 1480 52001 250.000 LF | 1.40000 350.00| 1.19000 297.50| 1.33000 332.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 12/3C CONDUCTOR CABLE | | | 1490 52001 1100.000 LF | 1.46000 1606.00| 1.86000 2046.00| 1.39000 1529.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 8/3C CONDUCTOR CABLE | | | 1500 52001 60.000 LF | 5.71000 342.60| 10.30000 618.00| 5.45000 327.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 1510 52001 5.000 LF | 63.60000 318.00| 15.45000 77.25| 60.59000 302.95 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 1520 52002 1.000 EA | 15264.00000 15264.00| 11330.00000 11330.00| 14550.30000 14550.30 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -10 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 52002 8.000 EA | 149.00000 1192.00| 133.90000 1071.20| 142.29000 1138.32 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION HANGER ASSEMBLEY SMD-2 | | | 1540 52002 11.000 EA | 277.00000 3047.00| 154.50000 1699.50| 263.72000 2900.92 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LOOP AMPLIFIER (2 | | | CHANNEL CARD) | | | 1550 52002 1.000 EA | 7204.00000 7204.00| 3605.00000 3605.00| 5846.64000 5846.64 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD SPECTRUM RADIO | | | TRANSCEIVER | | | 1560 52002 1.000 EA | 2697.00000 2697.00| 2781.00000 2781.00| 2570.40000 2570.40 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UN-INTERRUPTED POWER | | | SUPPLY | | | 1570 52002 8.000 EA | 246.00000 1968.00| 370.80000 2966.40| 234.09000 1872.72 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UN-INTERRUPTED POWER | | | SUPPLY BATTERY(S) | | | 1580 52002 1.000 EA | 2346.00000 2346.00| 1854.00000 1854.00| 2236.86000 2236.86 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UN-INTERRUPTED POWER | | | SUPPLY CABINET | | | 1590 52424 1.000 EA | 944.00000 944.00| 463.50000 463.50| 899.64000 899.64 ELECTRICAL SERVICE SE-3 TYPE A | | | 1600 54032 49000.000 LF | 0.41000 20090.00| 0.41000 20090.00| 0.31000 15190.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1610 54037 250.000 LF | 0.88000 220.00| 1.29000 322.50| 4.08000 1020.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 1620 54042 974.000 LF | 3.90000 3798.60| 5.41000 5269.34| 4.08000 3973.92 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1630 54105 27425.000 LF | 0.48000 13164.00| 0.62000 17003.50| 0.41000 11244.25 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1640 54217 172.000 EA | 22.60000 3887.20| 22.15000 3809.80| 25.50000 4386.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1650 54240 502.000 EA | 5.80000 2911.60| 5.15000 2585.30| 6.12000 3072.24 TEMP. PAVE. MARKER 1 WAY | | | 1660 54300 61.000 EA | 67.40000 4111.40| 87.55000 5340.55| 86.70000 5288.70 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B80 -11 TABULATION OF BIDS CALL ORDER : B80 CONTRACT ID : C00056184C01 COUNTIES : CAROLINE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) G181 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 54310 10.000 EA | 96.30000 963.00| 175.10000 1751.00| 112.20000 1122.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1680 54400 14.000 EA | 241.00000 3374.00| 231.75000 3244.50| 306.00000 4284.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 1690 54550 40565.000 LF | 0.34000 13792.10| 0.21000 8518.65| 0.15000 6084.75 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 1700 55502 4.000 EA | 291.00000 1164.00| 515.00000 2060.00| 277.70000 1110.80 LUMINAIRE 250 WATT H.P.S. | | | 1710 56006 16.000 EA | 634.00000 10144.00| 927.00000 14832.00| 603.59000 9657.44 JUNCTION BOX JB-3A, 3B OR 3C | | | 1720 56010 4.000 EA | 867.00000 3468.00| 1236.00000 4944.00| 826.20000 3304.80 JUNCTION BOX JB-5A 5B OR 5C | | | 1730 56014 5.000 EA | 108.00000 540.00| 123.60000 618.00| 102.82000 514.10 ELECT. SER. GRD. ELECTRODE(10') | | | 1740 56021 150.000 LF | 2.90000 435.00| 1.24000 186.00| 2.72000 408.00 1" PVC CONDUIT | | | 1750 56026 20.000 LF | 13.50000 270.00| 3.09000 61.80| 12.85000 257.00 1 1/4" METAL CONDUIT | | | 1760 56030 1650.000 LF | 1.20000 1980.00| 2.06000 3399.00| 1.16000 1914.00 2" CONDUIT | | | 1770 56034 350.000 LF | 2.70000 945.00| 4.12000 1442.00| 2.57000 899.50 3" CONDUIT | | | 1780 56050 500.000 LF | 20.70000 10350.00| 23.69000 11845.00| 19.74000 9870.00 BORED CONDUIT 2" | | | 1790 56051 600.000 LF | 22.90000 13740.00| 26.78000 16068.00| 21.82000 13092.00 BORED CONDUIT 3" | | | 1800 56200 2150.000 LF | 2.20000 4730.00| 2.06000 4429.00| 2.07000 4450.50 TRENCH EXCAVATION ECI-1 | | | 1810 56205 4.000 EA | 1780.00000 7120.00| 463.50000 1854.00| 1695.24000 6780.96 TEST BORE | | | 1820 70200 LUMP| 1.00000 1.00| 2725.00000 2725.00| 299.88000 299.88 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 003 | | | 1830 70200 LUMP| 1.00000 1.00| 2725.00000 2725.00| 1416.87000 1416.87 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 018 | | | SECTION TOTALS | $ 3,820,314.92| $ 4,055,177.00| $ 4,112,027.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,820,314.92| $ 4,055,177.00| $ 4,112,027.17 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B92 -1 TABULATION OF BIDS CALL ORDER : B92 CONTRACT ID : C00062147C01 COUNTIES : CHESTERFIELD LETTING DATE : 04/22/09 10:00 AM DISTRICT : 04 CONTRACT TIME : 09/29/09 COMPLETION DATE PROJECT(S) : 0144-020-108 C-501 FED # STP-5127(829) 0144-020-108 C-501 FED # STP-5127(829) CONTRACT DESCRIPTION: ADD LEFT TURN LANE AT TREELY RD. HARROWGATE RD. ROUTE 144 AT TREELY RD. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 N165 GEORGE NICE & SONS, INC. $ 353,362.00 100.0000% 2 G581 K. P. GLASS CONSTRUCTION, INCORPORATED $ 371,205.19 105.0495% 3 K003 J. L. KENT & SONS, INC. $ 385,604.73 109.1246% 4 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 406,617.70 115.0711% 5 B850 BRANSCOME, INC. $ 417,353.80 118.1094% 6 C010 CENTRAL CONTRACTING COMPANY, INC. $ 464,787.65 131.5330% 7 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 471,160.70 133.3366% 8 C050 RICHARD L. CROWDER CONSTRUCTION, INC. $ 500,893.28 141.7507% 9 V011 VIRGINIA CONCRETE CONSTRUCTION COMPANY $ 622,176.50 176.0734% ==================================================================================================================================== |( 1 ) N165 |( 2 ) G581 |( 3 ) K003 |GEORGE NICE & SONS, INC. |K. P. GLASS CONSTRUCTION, I |J. L. KENT & SONS, 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| 30000.00000 30000.00| 29100.00000 29100.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 00101 LUMP| 6500.00000 6500.00| 6720.00000 6720.00| 14200.00000 14200.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 13500.00000 13500.00| 10000.00000 10000.00| 14750.00000 14750.00 CLEARING AND GRUBBING | | | 0040 00120 2477.000 CY | 9.50000 23531.50| 13.38000 33142.26| 11.00000 27247.00 REGULAR EXCAVATION | | | 0050 00140 1404.000 CY | 10.80000 15163.20| 9.20000 12916.80| 0.50000 702.00 BORROW EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B92 -2 TABULATION OF BIDS CALL ORDER : B92 CONTRACT ID : C00062147C01 COUNTIES : CHESTERFIELD LETTING DATE : 04/22/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) N165 |( 2 ) G581 |( 3 ) K003 |GEORGE NICE & SONS, INC. |K. P. GLASS CONSTRUCTION, I |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00588 1650.000 LF | 6.80000 11220.00| 7.00000 11550.00| 12.00000 19800.00 UNDERDRAIN UD-4 | | | 0070 01150 1023.000 LF | 23.00000 23529.00| 26.00000 26598.00| 29.50000 30178.50 15" PIPE | | | 0080 01180 9.000 LF | 100.00000 900.00| 39.00000 351.00| 79.00000 711.00 18" PIPE | | | 0090 06150 1.000 EA | 190.00000 190.00| 513.00000 513.00| 420.00000 420.00 15" END SECTION ES-1 OR 2 | | | 0100 06180 1.000 EA | 225.00000 225.00| 544.00000 544.00| 465.00000 465.00 18" END SECTION ES-1 OR 2 | | | 0110 06854 5.000 EA | 2275.00000 11375.00| 1785.00000 8925.00| 3120.00000 15600.00 DROP INLET DI-3E,L=6' | | | 0120 06855 3.000 EA | 2475.00000 7425.00| 1995.00000 5985.00| 3435.00000 10305.00 DROP INLET DI-3E,L=8' | | | 0130 10128 514.000 TON | 27.50000 14135.00| 24.00000 12336.00| 16.22000 8337.08 AGGR. BASE MATL. TY. I NO. 21B | | | 0140 10610 167.000 TON | 65.00000 10855.00| 62.00000 10354.00| 64.60000 10788.20 ASPHALT CONCRETE TY. IM-19.0A | | | 0150 10630 5850.000 SY | 2.35000 13747.50| 2.80000 16380.00| 4.00000 23400.00 FLEXIBLE PAVEMENT PLANING | | | 0160 10635 613.000 TON | 69.00000 42297.00| 65.00000 39845.00| 68.00000 41684.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0170 10642 250.000 TON | 60.00000 15000.00| 60.00000 15000.00| 63.00000 15750.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0180 11070 1710.000 LF | 2.00000 3420.00| 3.50000 5985.00| 2.00000 3420.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FLEX. PAVE. SAW CUT - FULL DEPTH 7" | | | 0190 12700 1375.000 LF | 13.70000 18837.50| 17.85000 24543.75| 15.00000 20625.00 STD. COMB. CURB & GUTTER CG-7 | | | 0200 12710 200.000 LF | 13.75000 2750.00| 18.35000 3670.00| 15.00000 3000.00 RADIAL COMB. CURB & GUTTER CG-7 | | | 0210 12940 40.000 SY | 52.00000 2080.00| 74.30000 2972.00| 49.50000 1980.00 ENTRANCE GUTTER CG-9D | | | 0220 13108 4.000 SY | 385.00000 1540.00| 724.00000 2896.00| 385.00000 1540.00 CG-12 DETECTABLE WARNING SURFACE | | | 0230 13215 2.000 EA | 109.00000 218.00| 100.00000 200.00| 150.00000 300.00 MAILBOX POST, SINGLE | | | 0240 13220 1350.000 SY | 25.00000 33750.00| 39.76000 53676.00| 30.00000 40500.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B92 -3 TABULATION OF BIDS CALL ORDER : B92 CONTRACT ID : C00062147C01 COUNTIES : CHESTERFIELD LETTING DATE : 04/22/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) N165 |( 2 ) G581 |( 3 ) K003 |GEORGE NICE & SONS, INC. |K. P. GLASS CONSTRUCTION, I |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 24100 100.000 HR | 12.11000 1211.00| 1.00000 100.00| 15.00000 1500.00 ALLAYING DUST | | | 0260 24160 400.000 SF | 7.00000 2800.00| 8.00000 3200.00| 12.00000 4800.00 CONSTRUCTION SIGNS | | | 0270 24278 10000.000 DAY | 0.40000 4000.00| 0.20000 2000.00| 0.13000 1300.00 GROUP 2 CHANNELIZING DEVICES | | | 0280 24279 672.000 HR | 5.70000 3830.40| 3.75000 2520.00| 9.50000 6384.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0290 24282 2400.000 HR | 2.00000 4800.00| 0.50000 1200.00| 0.10000 240.00 FLAGGER SERVICE | | | 0300 24430 353.000 SY | 5.50000 1941.50| 9.00000 3177.00| 5.00000 1765.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0310 27102 135.000 LB | 12.50000 1687.50| 10.00000 1350.00| 10.90000 1471.50 REGULAR SEED | | | 0320 27103 84.000 LB | 7.80000 655.20| 5.00000 420.00| 6.54000 549.36 OVERSEEDING | | | 0330 27215 1.000 TON | 920.00000 920.00| 1380.00000 1380.00| 1100.00000 1100.00 FERTILIZER(15-30-15) | | | 0340 27250 2.000 TON | 325.00000 650.00| 314.00000 628.00| 218.00000 436.00 LIME | | | 0350 27284 823.000 SY | 1.00000 823.00| 1.75000 1440.25| 0.33000 271.59 EROSION CONTROL MULCH | | | 0360 27326 14.000 SY | 35.00000 490.00| 3.62000 50.68| 40.00000 560.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 0370 27415 8.000 EA | 125.00000 1000.00| 150.00000 1200.00| 150.00000 1200.00 CHECK DAM(ROCK) TY. II | | | 0380 27430 229.000 CY | 1.00000 229.00| 5.00000 1145.00| 1.00000 229.00 SILTATION CONTROL EXCAVATION | | | 0390 27460 8.000 EA | 200.00000 1600.00| 100.00000 800.00| 180.00000 1440.00 DROP INLET SILT TRAP, TYPE B | | | 0400 27506 1100.000 LF | 1.00000 1100.00| 0.88000 968.00| 2.00000 2200.00 TEMP. FILTER BARRIER | | | 0410 40006 45.000 LF | 42.00000 1890.00| 14.09000 634.05| 49.50000 2227.50 2" WATER SERVICE LINE | | | 0420 40061 30.000 LF | 32.00000 960.00| 21.53000 645.90| 39.00000 1170.00 6" DI WATER MAIN | | | 0430 40422 1.000 EA | 1500.00000 1500.00| 3885.00000 3885.00| 7500.00000 7500.00 16" BRANCH | | | 0440 40992 2.000 EA | 2000.00000 4000.00| 540.50000 1081.00| 1075.00000 2150.00 NS WATER UTILITY WATER UTILITY CONNECT | | | TO EXIST AC PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B92 -4 TABULATION OF BIDS CALL ORDER : B92 CONTRACT ID : C00062147C01 COUNTIES : CHESTERFIELD LETTING DATE : 04/22/09 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) N165 |( 2 ) G581 |( 3 ) K003 |GEORGE NICE & SONS, INC. |K. P. GLASS CONSTRUCTION, I |J. L. KENT & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 41006 1.000 EA | 1000.00000 1000.00| 927.00000 927.00| 1045.00000 1045.00 6" GATE VALVE & BOX | | | 0460 41820 1.000 EA | 6500.00000 6500.00| 2647.00000 2647.00| 5087.50000 5087.50 FIRE HYDRANT | | | 0470 54032 8200.000 LF | 0.65000 5330.00| 0.46000 3772.00| 0.42000 3444.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0480 54042 70.000 LF | 5.50000 385.00| 6.05000 423.50| 6.05000 423.50 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0490 54300 8.000 EA | 165.00000 1320.00| 93.50000 748.00| 93.50000 748.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0500 54401 1.000 EA | 550.70000 550.70| 660.00000 660.00| 660.00000 660.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | SECTION TOTALS | $ 353,362.00| $ 371,205.19| $ 385,604.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,362.00| $ 371,205.19| $ 385,604.73 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B94 -1 TABULATION OF BIDS CALL ORDER : B94 CONTRACT ID : C00087725M01 COUNTIES : AMHERST LETTING DATE : 04/22/09 10:00 AM DISTRICT : 03 CONTRACT TIME : 11/24/09 COMPLETION DATE PROJECT(S) : (NFO)BR03-005-387, M501 FED # BH-BR03(229) CONTRACT DESCRIPTION: BRIDGE REHAB OVER WILLIAMS CREEK 0.47 MI. S. OF S.C.L. AMHERST SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 338,624.00 100.0000% 2 C174 CLECO CORPORATION $ 348,480.39 102.9107% 3 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 401,405.00 118.5400% 4 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 556,540.45 164.3535% ==================================================================================================================================== |( 1 ) W210 |( 2 ) C174 |( 3 ) F016 |BURLEIGH CONSTRUCTION CO.,I |CLECO CORPORATION |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 28600.00000 28600.00| 30000.00000 30000.00| 34000.00000 34000.00 MOBILIZATION | | | 0020 10608 84.000 TON | 230.00000 19320.00| 127.00000 10668.00| 188.00000 15792.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0030 10642 165.000 TON | 160.00000 26400.00| 122.00000 20130.00| 157.00000 25905.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0040 12600 15.000 LF | 100.00000 1500.00| 40.00000 600.00| 60.00000 900.00 STD. COMB. CURB & GUTTER CG-6 | | | 0050 13220 20.000 SY | 120.00000 2400.00| 40.00000 800.00| 99.00000 1980.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0060 13320 955.000 LF | 17.00000 16235.00| 17.00000 16235.00| 17.00000 16235.00 GUARDRAIL GR-2 | | | 0070 13331 13.000 LF | 19.00000 247.00| 20.00000 260.00| 19.00000 247.00 RAD. GUARDRAIL GR-2 | | | 0080 13345 2.000 EA | 2500.00000 5000.00| 2300.00000 4600.00| 2400.00000 4800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B94 -2 TABULATION OF BIDS CALL ORDER : B94 CONTRACT ID : C00087725M01 COUNTIES : AMHERST LETTING DATE : 04/22/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) C174 |( 3 ) F016 |BURLEIGH CONSTRUCTION CO.,I |CLECO CORPORATION |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13372 LUMP| 1800.00000 1800.00| 1790.00000 1790.00| 1760.00000 1760.00 NS SP.DES. GR.BR.ATTACH SP.DES. GR. BR. | | | ATTACH. (STR. 1002) | | | 0100 13383 3.000 EA | 2000.00000 6000.00| 1999.00000 5997.00| 2000.00000 6000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 16386 2140.000 SY | 4.00000 8560.00| 15.00000 32100.00| 3.00000 6420.00 FLEXIBLE PAVEMENT PLANING | | | 0120 24265 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| 85000.00000 85000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0130 51955 LUMP| 28000.00000 28000.00| 23500.00000 23500.00| 25000.00000 25000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0140 54240 50.000 EA | 5.00000 250.00| 3.50000 175.00| 8.00000 400.00 TEMP. PAVE. MARKER 1 WAY | | | 0150 54466 2000.000 LF | 2.50000 5000.00| 2.00000 4000.00| 3.00000 6000.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0160 54512 3500.000 LF | 1.50000 5250.00| 1.47000 5145.00| 1.50000 5250.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0170 54516 1000.000 LF | 2.75000 2750.00| 2.65000 2650.00| 2.75000 2750.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0180 54524 30.000 LF | 9.00000 270.00| 8.80000 264.00| 8.25000 247.50 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 0190 68040 11.000 CY | 3300.00000 36300.00| 3000.00000 33000.00| 1500.00000 16500.00 CONCRETE CLASS A4 | | | 0200 68090 143.000 SY | 14.00000 2002.00| 12.73000 1820.39| 20.00000 2860.00 BRIDGE DECK GROOVING | | | 0210 68100 870.000 LB | 3.00000 2610.00| 1.80000 1566.00| 2.40000 2088.00 REINF. STEEL | | | 0220 68258 125.000 SY | 6.00000 750.00| 20.00000 2500.00| 4.00000 500.00 REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0230 68317 159.000 SY | 20.00000 3180.00| 20.00000 3180.00| 15.50000 2464.50 NS MILLING MILLING TYPE A, 1/2" | | | 0240 68320 5.000 SY | 300.00000 1500.00| 400.00000 2000.00| 700.00000 3500.00 TYPE B PATCHING | | | 0250 68330 5.000 SY | 300.00000 1500.00| 400.00000 2000.00| 950.00000 4750.00 TYPE C PATCHING | | | 0260 68600 2.000 SY | 1100.00000 2200.00| 1200.00000 2400.00| 1600.00000 3200.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0270 68900 LUMP| 27000.00000 27000.00| 50000.00000 50000.00| 50000.00000 50000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. (STR. 1002) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B94 -3 TABULATION OF BIDS CALL ORDER : B94 CONTRACT ID : C00087725M01 COUNTIES : AMHERST LETTING DATE : 04/22/09 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) C174 |( 3 ) F016 |BURLEIGH CONSTRUCTION CO.,I |CLECO CORPORATION |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 68903 1.000 CY | 6000.00000 6000.00| 10000.00000 10000.00| 10000.00000 10000.00 NS BR. SUPERSTR. WID./REPAIR BR. | | | SUPERSTR. WID./REPAIR BACKWALL | | | RECONSTRUCT. | | | 0290 68910 143.000 SY | 250.00000 35750.00| 200.00000 28600.00| 212.00000 30316.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR SIL. FUME HY.CEM. CON.(2 | | | 3/4"-5 3/4") | | | 0300 69082 66.000 LF | 375.00000 24750.00| 250.00000 16500.00| 440.00000 29040.00 RAILING, BR27D 2 RAILS | | | 0310 69500 5.000 SY | 1100.00000 5500.00| 1200.00000 6000.00| 1500.00000 7500.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 338,624.00| $ 348,480.39| $ 401,405.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 338,624.00| $ 348,480.39| $ 401,405.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B99 -1 TABULATION OF BIDS CALL ORDER : B99 CONTRACT ID : C00089979B11 COUNTIES : CARROLL LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/20/09 COMPLETION DATE PROJECT(S) : 0052-017-717, B611 FED # BH-BR02(233) CONTRACT DESCRIPTION: SUPERSTR. REPLACEMENT RTE. 52 OVER LITTLE REED ISLAND CREEK 2.0 MI. FROM HILLSVILLE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B728 D. A. BROWN, INC. $ 569,083.15 100.0000% 2 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 676,356.00 118.8501% 3 D172 DLB, INC. $ 678,692.70 119.2607% 4 K065 KEN CONSTRUCTION CO., INC. $ 711,208.28 124.9744% 5 O133 RANNY E. O'DELL & COMPANY, INC. $ 719,905.20 126.5026% 6 E155 ELK KNOB, INC. $ 834,819.40 146.6955% ==================================================================================================================================== |( 1 ) B728 |( 2 ) F016 |( 3 ) D172 |D. A. BROWN, INC. |FORT CHISWELL CONSTRUCTION |DLB, 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| 47500.00000 47500.00| 55000.00000 55000.00| 55500.00000 55500.00 MOBILIZATION | | | 0020 00101 LUMP| 8000.00000 8000.00| 7000.00000 7000.00| 8500.00000 8500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 12500.00000 12500.00| 12000.00000 12000.00| 40000.00000 40000.00 GRADING | | | 0040 10128 285.000 TON | 22.50000 6412.50| 21.00000 5985.00| 23.00000 6555.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10630 491.000 SY | 8.00000 3928.00| 10.50000 5155.50| 9.00000 4419.00 FLEXIBLE PAVEMENT PLANING | | | 0060 10636 131.000 TON | 126.00000 16506.00| 138.00000 18078.00| 160.00000 20960.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0070 10642 75.000 TON | 120.00000 9000.00| 156.00000 11700.00| 155.00000 11625.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0080 11070 219.000 LF | 9.50000 2080.50| 5.00000 1095.00| 6.00000 1314.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 6 " DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B99 -2 TABULATION OF BIDS CALL ORDER : B99 CONTRACT ID : C00089979B11 COUNTIES : CARROLL LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) F016 |( 3 ) D172 |D. A. BROWN, INC. |FORT CHISWELL CONSTRUCTION |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13345 3.000 EA | 2522.30000 7566.90| 2700.00000 8100.00| 2500.00000 7500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13347 1.000 EA | 2500.00000 2500.00| 2700.00000 2700.00| 2750.00000 2750.00 GUARDRAIL TERMINAL GR-7(WEATHERING | | | STEEL) | | | 0110 13383 4.000 EA | 1750.00000 7000.00| 1925.00000 7700.00| 1700.00000 6800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 24152 4.000 EA | 350.00000 1400.00| 600.00000 2400.00| 300.00000 1200.00 TYPE III BARRICADE 8' | | | 0130 24160 602.000 SF | 15.00000 9030.00| 22.00000 13244.00| 15.00000 9030.00 CONSTRUCTION SIGNS | | | 0140 24282 150.000 HR | 15.00000 2250.00| 20.00000 3000.00| 15.00000 2250.00 FLAGGER SERVICE | | | 0150 24288 1440.000 DAY | 2.25000 3240.00| 2.00000 2880.00| 1.35000 1944.00 WARNING LIGHT TY. B | | | 0160 24297 68.000 LF | 30.00000 2040.00| 29.00000 1972.00| 40.00000 2720.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0170 24430 73.000 SY | 15.00000 1095.00| 4.00000 292.00| 6.00000 438.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0180 25507 6.000 MO | 1000.00000 6000.00| 1450.00000 8700.00| 1000.00000 6000.00 FIELD OFFICE TY.III | | | 0190 27422 2.000 EA | 1.00000 2.00| 1000.00000 2000.00| 100.00000 200.00 DEWATERING BASIN | | | 0200 27430 73.000 CY | 1.00000 73.00| 1.00000 73.00| 1.00000 73.00 SILTATION CONTROL EXCAVATION | | | 0210 27505 382.000 LF | 3.00000 1146.00| 3.00000 1146.00| 7.00000 2674.00 TEMP. SILT FENCE | | | 0220 54032 1077.000 LF | 2.25000 2423.25| 1.50000 1615.50| 1.10000 1184.70 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0230 54042 14.000 LF | 15.00000 210.00| 15.00000 210.00| 12.00000 168.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0240 61176 16.000 EA | 6000.00000 96000.00| 9000.00000 144000.00| 6000.00000 96000.00 PRESTR. CONC. SLAB 4' X 15" X(+25' - | | | 30') | | | 0250 61683 8.000 EA | 12000.00000 96000.00| 14000.00000 112000.00| 14000.00000 112000.00 PRESTR. CONC. BOX BEAM 4' X 2'9" X | | | (+60'-65') | | | 0260 68023 244.000 LF | 115.00000 28060.00| 95.00000 23180.00| 138.00000 33672.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : B99 -3 TABULATION OF BIDS CALL ORDER : B99 CONTRACT ID : C00089979B11 COUNTIES : CARROLL LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) F016 |( 3 ) D172 |D. A. BROWN, INC. |FORT CHISWELL CONSTRUCTION |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 68476 LUMP| 9000.00000 9000.00| 8800.00000 8800.00| 1500.00000 1500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1001 | | | 0280 68492 LUMP| 1000.00000 1000.00| 550.00000 550.00| 500.00000 500.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1001 & TYPE B | | | 0290 68900 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 48000.00000 48000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1001 | | | 0300 69011 140.000 CY | 30.00000 4200.00| 26.00000 3640.00| 26.00000 3640.00 STRUCTURE EXCAVATION | | | 0310 69030 22.000 CY | 650.00000 14300.00| 700.00000 15400.00| 1800.00000 39600.00 CONCRETE CLASS A3 | | | 0320 69105 1840.000 LB | 1.75000 3220.00| 1.50000 2760.00| 0.90000 1656.00 EPOXY COATED REINF. STEEL | | | 0330 69500 36.000 SY | 1200.00000 43200.00| 975.00000 35100.00| 1650.00000 59400.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0340 69614 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 35000.00000 35000.00 NS TEMP. CAUSEWAY TEMP. CAUSEWAY STR. | | | NO. 1001 | | | 0350 69627 240.000 TON | 30.00000 7200.00| 37.00000 8880.00| 33.00000 7920.00 DRY RIPRAP CL. I | | | 0360 69905 2.000 EA | 25000.00000 50000.00| 30000.00000 60000.00| 23000.00000 46000.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PRECAST PIER CAP | | | SECTION TOTALS | $ 569,083.15| $ 676,356.00| $ 678,692.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,083.15| $ 676,356.00| $ 678,692.70 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C04 -1 TABULATION OF BIDS CALL ORDER : C04 CONTRACT ID : C00092010N01 COUNTIES : DINWIDDIE PRINCE WILLIAM LETTING DATE : 04/22/09 10:00 AM DISTRICT : 0A CONTRACT TIME : 06/30/10 COMPLETION DATE PROJECT(S) : (NFO)9999-96A-049,N501 FED # STP-PM09 (237) CONTRACT DESCRIPTION: GUARDRAIL IMPROVEMENT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R975 RITE WAY FENCE, INC. $ 499,706.25 100.0000% 2 L022 LONG FENCE COMPANY, INC. $ 530,522.00 106.1668% 3 A880 A & P SERVICES, LLC $ 599,015.00 119.8734% 4 P009 PENN LINE SERVICE, INC. $ 662,460.00 132.5699% 5 L159 L. S. LEE, INC. $ 794,794.00 159.0522% 6 S463 SELCO CONSTRUCTION SERVICES, INC. $ 999,995.76 200.1167% ==================================================================================================================================== |( 1 ) R975 |( 2 ) L022 |( 3 ) A880 |RITE WAY FENCE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0020 10128 100.000 TON | 30.00000 3000.00| 28.00000 2800.00| 30.00000 3000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0030 13292 50.000 LF | 65.00000 3250.00| 14.00000 700.00| 20.00000 1000.00 GUARDRAIL GR-8A (NCHRP 350 TL-3) | | | 0040 13294 50.000 LF | 65.00000 3250.00| 16.15000 807.50| 30.00000 1500.00 GUARDRAIL GR-8B (NCHRP 350 TL-3) | | | 0050 13310 150.000 LF | 50.00000 7500.00| 26.20000 3930.00| 80.00000 12000.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0060 13312 7.000 EA | 1900.00000 13300.00| 1920.00000 13440.00| 1800.00000 12600.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0070 13315 7.000 EA | 650.00000 4550.00| 336.00000 2352.00| 600.00000 4200.00 GUARDRAIL TERMINAL GR-11 | | | 0080 13320 5337.000 LF | 13.00000 69381.00| 14.50000 77386.50| 14.00000 74718.00 GUARDRAIL GR-2 | | | 0090 13345 10.000 EA | 2185.00000 21850.00| 2135.00000 21350.00| 1900.00000 19000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C04 -2 TABULATION OF BIDS CALL ORDER : C04 CONTRACT ID : C00092010N01 COUNTIES : DINWIDDIE PRINCE WILLIAM LETTING DATE : 04/22/09 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) R975 |( 2 ) L022 |( 3 ) A880 |RITE WAY FENCE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13349 10.000 EA | 500.00000 5000.00| 746.50000 7465.00| 300.00000 3000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0110 13355 300.000 LF | 20.00000 6000.00| 13.50000 4050.00| 20.00000 6000.00 GUARDRAIL GR-10 | | | 0120 13384 2.000 EA | 800.00000 1600.00| 227.00000 454.00| 400.00000 800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0140 13392 2.000 EA | 2200.00000 4400.00| 1655.00000 3310.00| 1800.00000 3600.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0150 13401 2.000 EA | 5850.00000 11700.00| 7285.00000 14570.00| 4500.00000 9000.00 NS GUARDRAIL GUARDRAIL BULL NOSE | | | BARRIER, SPECIAL DESIGN | | | 0160 13401 7713.000 EA | 6.00000 46278.00| 7.30000 56304.90| 15.00000 115695.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/COMPOSITE) | | | 0180 17315 2.000 EA | 125.00000 250.00| 46.00000 92.00| 50.00000 100.00 W BEAM END SECT(BUFFER | | | 0190 17323 5350.000 LF | 9.00000 48150.00| 8.25000 44137.50| 10.00000 53500.00 GUARDRAIL BEAM | | | 0200 17329 692.000 EA | 45.00000 31140.00| 79.30000 54875.60| 50.00000 34600.00 POST (WOOD, CONC., OR STEEL) | | | 0210 17341 167.000 EA | 35.00000 5845.00| 29.90000 4993.30| 10.00000 1670.00 REALIGN POST | | | 0220 17381 50.000 EA | 50.00000 2500.00| 75.60000 3780.00| 35.00000 1750.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0230 17451 1490.000 EA | 5.00000 7450.00| 9.85000 14676.50| 5.00000 7450.00 GUARDRAIL DELINEATOR | | | 0240 24502 19.000 EA | 200.00000 3800.00| 224.00000 4256.00| 150.00000 2850.00 NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL GR-7 OR GR-9 | | | 0250 24601 12500.000 LF | 1.25000 15625.00| 2.60000 32500.00| 1.50000 18750.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | 0260 24611 15198.000 LF | 7.25000 110185.50| 6.00000 91188.00| 7.00000 106386.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL GR | | | 0270 24617 11000.000 LF | 6.00000 66000.00| 3.85000 42350.00| 9.00000 99000.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR-2 | | | 0280 24640 3423.000 LF | 2.25000 7701.75| 8.40000 28753.20| 2.00000 6846.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | SECTION TOTALS | $ 499,706.25| $ 530,522.00| $ 599,015.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,706.25| $ 530,522.00| $ 599,015.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C06 -1 TABULATION OF BIDS CALL ORDER : C06 CONTRACT ID : C00091355B01 COUNTIES : SALEM LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/13/09 COMPLETION DATE PROJECT(S) : (NFO) BR02-962-049, B601 FED # AC-BH-BR02(234) CONTRACT DESCRIPTION: BRIDGE DECK PATCHING SALEM DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,054,775.00 100.0000% 2 C174 CLECO CORPORATION $ 1,219,000.00 115.5697% 3 M683 M. D. MILLER CO., INC. $ 1,325,020.00 125.6211% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,495,450.00 141.7791% 5 M813 MCCLAIN & CO., INC. $ 1,555,950.00 147.5149% 6 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 2,925,150.00 277.3245% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) M683 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |M. D. MILLER CO., 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| 80500.00000 80500.00| 50000.00000 50000.00| 200000.00000 200000.00 MOBILIZATION | | | 0020 24160 1850.000 SF | 1.00000 1850.00| 25.00000 46250.00| 20.00000 37000.00 CONSTRUCTION SIGNS | | | 0030 24272 6000.000 HR | 0.25000 1500.00| 20.00000 120000.00| 17.00000 102000.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 14000.000 DAY | 4.00000 56000.00| 1.00000 14000.00| 1.00000 14000.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 6000.000 HR | 0.25000 1500.00| 12.00000 72000.00| 15.00000 90000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 6000.000 HR | 0.25000 1500.00| 3.00000 18000.00| 1.00000 6000.00 ELECTRONIC ARROW | | | 0070 24282 2000.000 HR | 15.60000 31200.00| 15.00000 30000.00| 0.01000 20.00 FLAGGER SERVICE | | | 0080 68322 1450.000 SY | 520.50000 754725.00| 475.00000 688750.00| 480.00000 696000.00 TYPE B PATCHING (HES) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C06 -2 TABULATION OF BIDS CALL ORDER : C06 CONTRACT ID : C00091355B01 COUNTIES : SALEM LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) M683 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |M. D. MILLER CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 68332 300.000 SY | 420.00000 126000.00| 600.00000 180000.00| 600.00000 180000.00 TYPE C PATCHING (HES) | | | SECTION TOTALS | $ 1,054,775.00| $ 1,219,000.00| $ 1,325,020.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,054,775.00| $ 1,219,000.00| $ 1,325,020.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C14 -1 TABULATION OF BIDS CALL ORDER : C14 CONTRACT ID : C00088114N01 COUNTIES : SALEM LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/02/09 COMPLETION DATE PROJECT(S) : (FO)PM02-962-413, N501 FED # STP-PM02(225) CONTRACT DESCRIPTION: INTERSTATE PAVING & GUARDRAIL UPGRADES VARIOUS - BOTETOURT AND PULASKI CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A006 ADAMS CONSTRUCTION COMPANY $ 3,966,635.40 100.0000% ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 42663.000 LF | 0.74000 31570.62| | RUMBLE STRIP, ASPHALT | | | 0020 10701 7111.000 SY | 2.09000 14861.99| | LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 13315 14.000 EA | 770.00000 10780.00| | GUARDRAIL TERMINAL GR-11 | | | 0040 13320 29790.000 LF | 17.66000 526091.40| | GUARDRAIL GR-2 | | | 0050 13331 75.000 LF | 18.70000 1402.50| | RAD. GUARDRAIL GR-2 | | | 0060 13345 13.000 EA | 2640.00000 34320.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0070 13346 2.000 EA | 110.00000 220.00| | REMOVE GR-7 TERMINAL | | | 0080 13349 13.000 EA | 825.00000 10725.00| | GUARDRAIL TERMINAL SITE PREPARATION | | | 0090 13383 1.000 EA | 2420.00000 2420.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0100 13384 5.000 EA | 770.00000 3850.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C14 -2 TABULATION OF BIDS CALL ORDER : C14 CONTRACT ID : C00088114N01 COUNTIES : SALEM LETTING DATE : 04/22/09 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A006 |( ) |( ) |ADAMS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 13387 8.000 EA | 2200.00000 17600.00| | FIXED OBJECT ATTACH. GR-FOA-3 | | | 0120 13393 2.000 EA | 770.00000 1540.00| | FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0130 16242 1532.000 TON | 42.21000 64665.72| | AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0140 16340 6524.000 TON | 111.50000 727426.00| | ASPHALT CONCRETE TY. SM-9.5D | | | 0150 16388 735156.000 SY | 0.86000 632234.16| | FLEXIBLE PAVEMENT PLANING (MAINTENANCE) | | | 0160 16390 7099.000 TON | 79.58000 564938.42| | ASPHALT CONCRETE TY. BM-25.0A | | | 0170 16403 8417.000 TON | 114.23000 961473.91| | STONE MATRIX ASPHALT SMA-12.5(76-22) | | | 0180 24502 35.000 EA | 220.00000 7700.00| | NS REMOVE EXIST. REMOVE EXIST. MISC. GR | | | TERM. & FOA | | | 0190 24601 27565.000 LF | 1.60000 44104.00| | NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL **** | | | 0200 54076 88109.000 LF | 3.32000 292521.88| | TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0210 54217 498.000 EA | 31.35000 15612.30| | SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0220 54300 3.000 EA | 192.50000 577.50| | PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 3,966,635.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,966,635.40| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C15 -1 TABULATION OF BIDS CALL ORDER : C15 CONTRACT ID : C00088943N01 COUNTIES : NORFOLK LETTING DATE : 04/22/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/18/10 COMPLETION DATE PROJECT(S) : (NFO) BRDG-122-204,N501 FED # STP-PM05(224) (NFO) BRDG-122-204,N50A FED # STP-PM05(224) CONTRACT DESCRIPTION: REPLACE STEEL GRID DECK EBL BERKLEY BRIDGE CITY OF NORFOLK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M047 MCLEAN CONTRACTING COMPANY $ 1,299,900.00 100.0000% 2 B919 BLASTECH ENTERPRISES, INC. $ 1,506,041.50 115.8583% ==================================================================================================================================== |( 1 ) M047 |( 2 ) B919 |( ) |MCLEAN CONTRACTING COMPANY |BLASTECH ENTERPRISES, 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| 90000.00000 90000.00| 100000.00000 100000.00| MOBILIZATION | | | 0020 00101 LUMP| 9800.00000 9800.00| 7500.00000 7500.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 24152 4.000 EA | 850.00000 3400.00| 375.00000 1500.00| TYPE III BARRICADE 8' | | | 0040 24160 1748.000 SF | 18.00000 31464.00| 22.00000 38456.00| CONSTRUCTION SIGNS | | | 0050 24272 80.000 HR | 35.00000 2800.00| 25.00000 2000.00| TRUCK MOUNTED ATTENUATOR | | | 0060 24278 10000.000 DAY | 0.50000 5000.00| 1.00000 10000.00| GROUP 2 CHANNELIZING DEVICES | | | 0070 24279 1344.000 HR | 25.00000 33600.00| 7.00000 9408.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0080 24281 640.000 HR | 10.00000 6400.00| 4.00000 2560.00| ELECTRONIC ARROW | | | 0090 54022 1300.000 LF | 3.00000 3900.00| 0.50000 650.00| TYPE A PAVEMENT LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C15 -2 TABULATION OF BIDS CALL ORDER : C15 CONTRACT ID : C00088943N01 COUNTIES : NORFOLK LETTING DATE : 04/22/09 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) M047 |( 2 ) B919 |( ) |MCLEAN CONTRACTING COMPANY |BLASTECH ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 67904 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS JOINT REPAIR | | | 0110 67907 12.000 EA | 1250.00000 15000.00| 2600.00000 31200.00| BRIDGE INCIDENTALS BALANCE CALCULATIONS | | | 0120 67907 20.000 EA | 800.00000 16000.00| 500.00000 10000.00| BRIDGE INCIDENTALS FURNISH AND INSTALL | | | NEW COUNTER WEIGHT | | | 0130 67907 8.000 EA | 11000.00000 88000.00| 14000.00000 112000.00| BRIDGE INCIDENTALS TESTING, | | | MEASUREMENTS AND BALANCE | | | 0140 68042 55.000 CY | 1000.00000 55000.00| 3500.00000 192500.00| NS CONCRETE CONCRETE CLASS A-4 (HES) | | | 0150 68105 6950.000 LB | 1.80000 12510.00| 1.75000 12162.50| EPOXY COATED REINF. STEEL | | | 0160 68115 2.000 LS | 90000.00000 90000.00| 235000.00000 235000.00| STRUCT. STEEL | | | 0170 68472 LUMP| 7500.00000 7500.00| 21000.00000 21000.00| NS RECOAT EX. STR. RECOAT EX. STR. SPOT | | | COAT EXIST STRUCT. EBL | | | 0180 68472 LUMP| 7500.00000 7500.00| 21000.00000 21000.00| NS RECOAT EX. STR. RECOAT EX. STR. SPOT | | | COAT EXIST. STRUCT. WBL | | | 0190 68556 116.000 LF | 35.00000 4060.00| 65.00000 7540.00| PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0200 68906 4550.000 SF | 160.00000 728000.00| 110.00000 500500.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR INSTALL STEEL GRID FLOOR | | | 0210 68906 4550.000 SF | 7.70000 35035.00| 30.00000 136500.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REMOVE EXISTING STEEL GRID | | | FLOOR | | | 0220 68907 5000.000 LB | 2.50000 12500.00| 2.25000 11250.00| NS BR.SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR COUNTER WEIGHTS FOR | | | BALANCE, ADD/REMOV | | | 0230 68907 221.000 LB | 11.00000 2431.00| 15.00000 3315.00| NS BR.SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR WELDED WIRE FABRIC | | | (GALVANIZED) | | | SECTION TOTALS | $ 1,299,900.00| $ 1,506,041.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,299,900.00| $ 1,506,041.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C18 -1 TABULATION OF BIDS CALL ORDER : C18 CONTRACT ID : C00089146B07 COUNTIES : ORANGE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 07 CONTRACT TIME : 07/24/09 COMPLETION DATE PROJECT(S) : BRDG-068-568, B607 FED # STP-PM07(222) BRDG-068-568, B608 FED # STP-PM07(222) BRDG-068-568, B609 FED # STP-PM07(222) CONTRACT DESCRIPTION: DECK REPAIRS AND POLYMER OVERLAY RTE 15 OVER RAPIDAN RIVER, RTE 20 OVER MINE RUN, RTE 231 OVER RAPIDAN RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 237,804.26 100.0000% 2 C174 CLECO CORPORATION $ 259,961.00 109.3172% 3 M683 M. D. MILLER CO., INC. $ 279,979.00 117.7351% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 292,699.00 123.0840% 5 P936 PROSHOT CONCRETE, INC. $ 419,538.00 176.4216% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) M683 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |M. D. MILLER CO., 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| 20800.00000 20800.00| 25000.00000 25000.00| 29000.00000 29000.00 MOBILIZATION | | | 0020 24265 LUMP| 3400.00000 3400.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 1016 | | | 0030 24265 LUMP| 3600.00000 3600.00| 8000.00000 8000.00| 7000.00000 7000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 1900 | | | 0040 24265 LUMP| 6200.00000 6200.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 1920 | | | 0050 54100 3402.000 LF | 6.23000 21194.46| 6.50000 22113.00| 5.00000 17010.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CLASS VI CONTRAST 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : C18 -2 TABULATION OF BIDS CALL ORDER : C18 CONTRACT ID : C00089146B07 COUNTIES : ORANGE LETTING DATE : 04/22/09 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( 3 ) M683 |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION |M. D. MILLER CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 68574 188.000 LF | 30.00000 5640.00| 50.00000 9400.00| 30.00000 5640.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0070 68638 3774.000 SY | 27.70000 104539.80| 42.00000 158508.00| 40.00000 150960.00 EPOXY CONC. OVERLAY | | | 0080 68902 653.000 LF | 110.00000 71830.00| 30.00000 19590.00| 73.00000 47669.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREFORMED ELASTOMERIC JOINT | | | SEALER MOD. | | | 0090 68910 3.000 SY | 200.00000 600.00| 450.00000 1350.00| 900.00000 2700.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING, (VRH) | | | SECTION TOTALS | $ 237,804.26| $ 259,961.00| $ 279,979.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,804.26| $ 259,961.00| $ 279,979.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : Q25 -1 TABULATION OF BIDS CALL ORDER : Q25 CONTRACT ID : C00079836N01 COUNTIES : ISLE OF WIGHT LETTING DATE : 04/22/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/28/09 COMPLETION DATE PROJECT(S) : 1930-046-259-N501 FED # NONE 1931-046-260,N501 FED # NONE CONTRACT DESCRIPTION: PAVE IN PLACE FROM: ROUTE 258/32 TO: 0.37 MILE WEST ROUTE 258/32 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B027 THE BLAIR BROTHERS, INC. $ 29,337.10 100.0000% 2 B800 BASIC CONSTRUCTION COMPANY, L.L.C. $ 33,927.00 115.6454% 3 U134 ULTRA SERVICES, INC. $ 99,980.00 340.7971% ==================================================================================================================================== |( 1 ) B027 |( 2 ) B800 |( 3 ) U134 |THE BLAIR BROTHERS, INC. |BASIC CONSTRUCTION COMPANY, |ULTRA SERVICES, 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| 2000.00000 2000.00| 1730.00000 1730.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 16242 40.000 TON | 50.00000 2000.00| 110.00000 4400.00| 1270.00000 50800.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0030 16335 330.000 TON | 69.87000 23057.10| 82.50000 27225.00| 106.00000 34980.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0040 54032 400.000 LF | 5.00000 2000.00| 0.90000 360.00| 10.00000 4000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0050 54042 40.000 LF | 7.00000 280.00| 5.30000 212.00| 5.00000 200.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 29,337.10| $ 33,927.00| $ 99,980.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,337.10| $ 33,927.00| $ 99,980.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 05/28/09 PAGE : Q34 -1 TABULATION OF BIDS CALL ORDER : Q34 CONTRACT ID : C00057355N01 COUNTIES : SOUTHAMPTON LETTING DATE : 04/22/09 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/07/09 COMPLETION DATE PROJECT(S) : 0657-087-P73,N501 FED # NONE CONTRACT DESCRIPTION: GRADE AND ASPHALT SURFACE TREAT (RURAL RUSTIC) FROM: ROUTE 658 TO: ROUTE 693 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H652 HARRELL CONTRACTING, INC. $ 285,707.90 100.0000% 2 R015 ROSE BROTHERS PAVING COMPANY, INC. $ 318,726.80 111.5569% 3 C019 CLARY CONSTRUCTION CO., INC. $ 323,583.63 113.2568% 4 A027 ART-RAY CORPORATION $ 326,465.10 114.2653% 5 H101 R. W. HARRIS EXCAVATING, INC. $ 336,446.60 117.7589% 6 S021 B. P. SHORT & SON PAVING CO., INC. $ 339,199.83 118.7226% 7 B027 THE BLAIR BROTHERS, INC. $ 364,293.51 127.5056% ==================================================================================================================================== |( 1 ) H652 |( 2 ) R015 |( 3 ) C019 |HARRELL CONTRACTING, INC. |ROSE BROTHERS PAVING COMPAN |CLARY CONSTRUCTION CO., 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| 5000.00000 5000.00| 15800.00000 15800.00| 10888.00000 10888.00 MOBILIZATION | | | 0020 00122 13411.000 LF | 1.86000 24944.46| 0.80000 10728.80| 2.28000 30577.08 NS GRADING GRADING LIMITED GRADING | | | (RURAL RUSTIC) | | | 0030 10113 6571.000 TON | 21.00000 137991.00| 26.00000 170846.00| 25.70000 168874.70 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 10424 28163.000 SY | 3.88000 109272.44| 4.00000 112652.00| 3.95000 111243.85 BLOTTED SEAL COAT TY. D | | | 0050 24265 LUMP| 8500.00000 8500.00| 8700.00000 8700.00| 2000.00000 2000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC MAINT. OF TRAFFIC | | | SECTION TOTALS | $ 285,707.90| $ 318,726.80| $ 323,583.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 285,707.90| $ 318,726.80| $ 323,583.63 ====================================================================================================================================