BID TABULATIONS August 27, 2008 BID LETTING Attached are tabulations of bids for all projects, which have been awarded by the Virginia Department of Transportation for the above letting. The following projects have been rejected: ORDER NO. PROJECT A28 (NF0)0017-089-117,N501 LEGEND FOR SYMBOLS INDICATED ON TABULATIONS SHEETS: @ Includes Quantity Items ** Major Items & Price Adjustments Items + Special Items E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -1 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/30/10 COMPLETION DATE PROJECT(S) : 0657-029-357,C501 FED # NONE 0657-029-357,C501 FED # NONE 0657-029-357,C501 FED # NONE OTHERS CONTRACT DESCRIPTION: ROUTE 657 - WIDEN TO SIX LANES FROM: ROUTE 608 (WEST OX ROAD) TO: ROUTE 608 (FRYING PAN ROAD) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M008 MARTIN AND GASS, INCORPORATED $ 4,075,236.62 100.0000% 2 A571 A & W CONTRACTING CORPORATION $ 4,348,935.14 106.7161% 3 G181 GENERAL EXCAVATION, INC. $ 4,536,549.15 111.3199% 4 A648 A & M CONCRETE CORP. $ 4,761,647.61 116.8435% 5 C789 CUBE CONSTRUCTION CORPORATION $ 5,000,572.43 122.7063% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 5,589,041.07 137.1464% 7 T131 TAVARES CONCRETE CO., INC. $ 5,886,487.20 144.4453% 8 L002 THE LANE CONSTRUCTION CORPORATION $ 5,907,873.50 144.9701% 9 F034 FORT MYER CONSTRUCTION CORPORATION $ 7,161,595.23 175.7345% ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCTION ITEM | | | 0010 00100 LUMP| 206200.00000 206200.00| 250000.00000 250000.00| 115290.00000 115290.00 MOBILIZATION | | | 0020 00101 LUMP| 39690.00000 39690.00| 35000.00000 35000.00| 43700.00000 43700.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 115500.00000 115500.00| 30000.00000 30000.00| 20600.00000 20600.00 CLEARING AND GRUBBING | | | 0040 00120 22988.000 CY | 17.50000 402290.00| 18.00000 413784.00| 14.50000 333326.00 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -2 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00272 3415.000 CY | 33.50000 114402.50| 2.00000 6830.00| 43.50000 148552.50 SELECT MATL. TY. I MIN. CBR-30 | | | 0060 00355 5801.000 SY | 1.70000 9861.70| 1.00000 5801.00| 1.55000 8991.55 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00525 41.000 CY | 380.00000 15580.00| 280.00000 11480.00| 250.00000 10250.00 CONCRETE CLASS A3 MISC. | | | 0080 00585 1797.000 LF | 16.00000 28752.00| 24.00000 43128.00| 49.50000 88951.50 UNDERDRAIN UD-2 | | | 0090 00588 2605.000 LF | 7.20000 18756.00| 13.80000 35949.00| 8.80000 22924.00 UNDERDRAIN UD-4 | | | 0100 00591 42.000 LF | 7.75000 325.50| 42.00000 1764.00| 15.95000 669.90 COMB. UNDERDRAIN CD-2 | | | 0110 00595 268.000 LF | 6.20000 1661.60| 10.00000 2680.00| 16.75000 4489.00 OUTLET PIPE | | | 0120 00596 1.000 EA | 788.00000 788.00| 500.00000 500.00| 575.00000 575.00 ENDWALL EW-12 | | | 0130 00598 735.000 LF | 9.45000 6945.75| 15.00000 11025.00| 18.30000 13450.50 NS UNDERDRAIN UNDERDRAIN MODIFIED UD-1 | | | 0140 01152 735.000 LF | 54.60000 40131.00| 46.00000 33810.00| 44.80000 32928.00 15" CONC. PIPE | | | 0150 01154 97.000 LF | 48.75000 4728.75| 50.00000 4850.00| 47.00000 4559.00 15" RADIAL PIPE | | | 0160 01180 36.000 LF | 41.00000 1476.00| 55.00000 1980.00| 33.20000 1195.20 18" PIPE | | | 0170 01182 523.000 LF | 64.60000 33785.80| 52.00000 27196.00| 54.85000 28686.55 18" CONC. PIPE | | | 0180 01242 704.000 LF | 73.35000 51638.40| 69.00000 48576.00| 64.90000 45689.60 24" CONC. PIPE | | | 0190 01302 449.000 LF | 97.60000 43822.40| 93.00000 41757.00| 100.00000 44900.00 30" CONC. PIPE | | | 0200 02090 150.000 LF | 40.00000 6000.00| 35.00000 5250.00| 35.00000 5250.00 NS PIPE PIPE TEMP.18" FLEX. PIPE | | | 0210 02140 72.000 LF | 88.00000 6336.00| 80.00000 5760.00| 176.20000 12686.40 23" X 14" ELLIPTICAL PIPE | | | 0220 06151 2.000 EA | 565.00000 1130.00| 727.00000 1454.00| 733.20000 1466.40 15" END SECTION ES-1 | | | 0230 06181 4.000 EA | 664.00000 2656.00| 836.00000 3344.00| 872.55000 3490.20 18" END SECTION ES-1 | | | 0240 06241 1.000 EA | 906.00000 906.00| 955.00000 955.00| 1080.00000 1080.00 24" END SECTION ES-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -3 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 06817 5.000 EA | 2086.00000 10430.00| 2931.00000 14655.00| 3535.00000 17675.00 DROP INLET DI-3B,L=4' | | | 0260 06818 5.000 EA | 2354.00000 11770.00| 2605.00000 13025.00| 3340.00000 16700.00 DROP INLET DI-3B,L=6' | | | 0270 06819 3.000 EA | 2428.00000 7284.00| 2795.00000 8385.00| 3355.00000 10065.00 DROP INLET DI-3B,L=8' | | | 0280 06820 2.000 EA | 2370.00000 4740.00| 2822.00000 5644.00| 3750.00000 7500.00 DROP INLET DI-3B,L=10' | | | 0290 06823 1.000 EA | 3509.00000 3509.00| 3691.00000 3691.00| 4840.00000 4840.00 DROP INLET DI-3B,L=16' | | | 0300 06827 2.000 EA | 2379.00000 4758.00| 2790.00000 5580.00| 3240.00000 6480.00 DROP INLET DI-3BB,L=6' | | | 0310 06828 2.000 EA | 2758.00000 5516.00| 3474.00000 6948.00| 3835.00000 7670.00 DROP INLET DI-3BB,L=8' | | | 0320 06830 2.000 EA | 3100.00000 6200.00| 3474.00000 6948.00| 4300.00000 8600.00 DROP INLET DI-3BB,L=12' | | | 0330 06835 1.000 EA | 3404.00000 3404.00| 2660.00000 2660.00| 3200.00000 3200.00 DROP INLET DI-3C,L=6' | | | 0340 06844 1.000 EA | 3719.00000 3719.00| 4885.00000 4885.00| 5715.00000 5715.00 DROP INLET DI-3CC,L=8' | | | 0350 06845 1.000 EA | 3987.00000 3987.00| 5537.00000 5537.00| 6085.00000 6085.00 DROP INLET DI-3CC,L=10' | | | 0360 08912 1.000 EA | 2055.00000 2055.00| 2931.00000 2931.00| 3335.00000 3335.00 DROP INLET DI-12A,L=4' | | | 0370 08938 4.000 EA | 2031.00000 8124.00| 2497.00000 9988.00| 3170.00000 12680.00 DROP INLET DI-12C,L=4' | | | 0380 08940 1.000 EA | 2060.00000 2060.00| 4560.00000 4560.00| 3365.00000 3365.00 DROP INLET DI-12C,L=6' | | | 0390 09056 42.000 LF | 312.00000 13104.00| 462.00000 19404.00| 282.00000 11844.00 MANHOLE MH-1 OR 2 | | | 0400 09057 4.000 EA | 315.00000 1260.00| 380.00000 1520.00| 515.00000 2060.00 FRAME & COVER MH-1 | | | 0410 09151 7.000 SY | 86.00000 602.00| 93.00000 651.00| 140.00000 980.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0420 10017 9061.000 TON | 28.00000 253708.00| 30.00000 271830.00| 39.10000 354285.10 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0430 10113 208.000 TON | 26.50000 5512.00| 24.00000 4992.00| 25.80000 5366.40 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0440 10128 1621.000 TON | 22.30000 36148.30| 22.00000 35662.00| 31.10000 50413.10 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -4 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 10610 2240.000 TON | 79.00000 176960.00| 82.00000 183680.00| 78.65000 176176.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0460 10630 814.000 SY | 6.30000 5128.20| 6.00000 4884.00| 6.20000 5046.80 FLEXIBLE PAVEMENT PLANING | | | 0470 10635 283.000 TON | 105.00000 29715.00| 105.00000 29715.00| 103.50000 29290.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0480 10636 1775.000 TON | 92.40000 164010.00| 95.00000 168625.00| 91.10000 161702.50 ASPHALT CONCRETE TY. SM-9.5D | | | 0490 10642 7451.000 TON | 68.00000 506668.00| 71.00000 529021.00| 72.45000 539824.95 ASPHALT CONCRETE TY. BM-25.0A | | | 0500 11070 2745.000 LF | 1.05000 2882.25| 7.00000 19215.00| 3.25000 8921.25 NS SAW CUT SAW CUT SAW CUT 14" | | | 0510 12720 3003.000 LF | 17.35000 52102.05| 16.00000 48048.00| 17.95000 53903.85 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER MOD. CG-6 9.5" COMB. CURB & | | | GUTTER | | | 0520 12720 30.000 LF | 20.65000 619.50| 19.00000 570.00| 21.10000 633.00 NS COMB. CURB & GUTTER COMB. CURB & | | | GUTTER MOD.CG-6 12.5" COMB. CURB & | | | GUTTER | | | 0530 12725 636.000 LF | 18.05000 11479.80| 17.00000 10812.00| 19.00000 12084.00 NS RADIAL COMB. CURB & GUTTER RADIAL | | | COMB. C & G MOD.CG-6 9.5" RAD.COMB.CURB | | | & GUTTER | | | 0540 12940 126.000 SY | 60.90000 7673.40| 58.00000 7308.00| 61.15000 7704.90 ENTRANCE GUTTER CG-9D | | | 0550 13108 34.000 SY | 120.75000 4105.50| 124.00000 4216.00| 150.00000 5100.00 CG-12 DETECTABLE WARNING SURFACE | | | 0560 13212 48.000 EA | 78.75000 3780.00| 108.00000 5184.00| 98.00000 4704.00 R/W MONUMENT RM-2 | | | 0570 13220 1567.000 SY | 31.50000 49360.50| 29.00000 45443.00| 29.95000 46931.65 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0580 13310 13.000 LF | 105.00000 1365.00| 108.00000 1404.00| 98.50000 1280.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0590 13320 846.000 LF | 24.15000 20430.90| 24.00000 20304.00| 24.80000 20980.80 GUARDRAIL GR-2 | | | 0600 13331 144.000 LF | 26.25000 3780.00| 27.00000 3888.00| 27.90000 4017.60 RAD. GUARDRAIL GR-2 | | | 0610 13605 13.000 EA | 1260.00000 16380.00| 5428.00000 70564.00| 2465.00000 32045.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -5 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 13810 660.000 SF | 160.00000 105600.00| 119.00000 78540.00| 167.70000 110682.00 RETAINING STRUCTURE | | | 0630 21020 140.000 SY | 58.80000 8232.00| 56.00000 7840.00| 53.85000 7539.00 MEDIAN STRIP MS-1 | | | 0640 21110 182.000 SY | 58.80000 10701.60| 60.00000 10920.00| 68.40000 12448.80 MEDIAN STRIP MS-1A | | | 0650 21215 1833.000 LF | 24.15000 44266.95| 24.00000 43992.00| 30.70000 56273.10 MEDIAN STRIP MS-2 | | | 0660 22643 1012.000 LF | 18.70000 18924.40| 19.00000 19228.00| 13.50000 13662.00 FENCE FE-CL | | | 0670 22653 9.000 EA | 105.00000 945.00| 108.00000 972.00| 350.00000 3150.00 LINE BRACE UNIT FE-CL | | | 0680 22663 27.000 EA | 115.50000 3118.50| 119.00000 3213.00| 350.00000 9450.00 CORNER BRACE UNIT FE-CL | | | 0690 22675 2.000 EA | 777.00000 1554.00| 803.00000 1606.00| 1060.00000 2120.00 GATE FE-CL L=10' | | | 0700 22676 5.000 EA | 872.00000 4360.00| 901.00000 4505.00| 1090.00000 5450.00 GATE FE-CL L=12' | | | 0710 23600 390.000 LF | 10.50000 4095.00| 10.00000 3900.00| 3.30000 1287.00 NS FENCE FENCE BERM | | | 0720 23600 5000.000 LF | 2.65000 13250.00| 1.00000 5000.00| 1.85000 9250.00 NS FENCE FENCE PEDESTRIAN SAFETY | | | FENCE 4' | | | 0730 23600 175.000 LF | 27.30000 4777.50| 38.00000 6650.00| 22.00000 3850.00 NS FENCE FENCE RETAINING WALL | | | 0740 24100 2050.000 HR | 1.00000 2050.00| 5.00000 10250.00| 61.00000 125050.00 ALLAYING DUST | | | 0750 24152 58.000 EA | 246.00000 14268.00| 515.00000 29870.00| 445.00000 25810.00 TYPE III BARRICADE 8' | | | 0760 24160 607.000 SF | 15.60000 9469.20| 21.00000 12747.00| 27.50000 16692.50 CONSTRUCTION SIGNS | | | 0770 24260 230.000 TON | 26.50000 6095.00| 23.00000 5290.00| 23.00000 5290.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0780 24272 1000.000 HR | 10.50000 10500.00| 5.00000 5000.00| 24.00000 24000.00 TRUCK MOUNTED ATTENUATOR | | | 0790 24278 57989.000 DAY | 0.65000 37692.85| 0.65000 37692.85| 0.45000 26095.05 GROUP 2 CHANNELIZING DEVICES | | | 0800 24279 27027.000 HR | 0.01000 270.27| 3.50000 94594.50| 5.00000 135135.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -6 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 24281 3500.000 HR | 1.05000 3675.00| 3.00000 10500.00| 4.80000 16800.00 ELECTRONIC ARROW | | | 0820 24282 4500.000 HR | 2.00000 9000.00| 14.00000 63000.00| 19.80000 89100.00 FLAGGER SERVICE | | | 0830 24297 3663.000 LF | 8.40000 30769.20| 20.00000 73260.00| 14.25000 52197.75 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0840 24400 11.000 UNIT| 315.00000 3465.00| 380.00000 4180.00| 250.00000 2750.00 OBSCURING ROADWAY | | | 0850 24410 12306.000 SY | 4.00000 49224.00| 4.25000 52300.50| 5.80000 71374.80 DEMOLITION OF PAVEMENT | | | 0860 24601 840.000 LF | 1.00000 840.00| 3.00000 2520.00| 1.80000 1512.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0870 24602 40.000 LF | 5.25000 210.00| 2.00000 80.00| 5.20000 208.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE .. | | | 0880 24825 1.000 EA | 2263.00000 2263.00| 1140.00000 1140.00| 2905.00000 2905.00 NS MODIFY EXIST. MODIFY EXIST. INLET | | | 0890 25508 14.000 MO | 2625.00000 36750.00| 2822.00000 39508.00| 2315.00000 32410.00 NS FIELD OFFICE FIELD OFFICE TYPE I, | | | MODIFIED | | | 0900 26117 85.000 TON | 52.75000 4483.75| 70.00000 5950.00| 93.00000 7905.00 DRY RIPRAP CL. AI | | | 0910 27012 3.000 ACRE| 1050.00000 3150.00| 2171.00000 6513.00| 4240.00000 12720.00 TOPSOIL CLASS A 2" | | | 0920 27102 2262.000 LB | 10.50000 23751.00| 9.00000 20358.00| 10.50000 23751.00 REGULAR SEED | | | 0930 27103 471.000 LB | 3.15000 1483.65| 2.00000 942.00| 2.50000 1177.50 OVERSEEDING | | | 0940 27104 88.000 LB | 10.50000 924.00| 5.00000 440.00| 18.00000 1584.00 LEGUME SEED | | | 0950 27105 55.000 LB | 10.50000 577.50| 3.00000 165.00| 5.00000 275.00 LEGUME OVERSEEDING | | | 0960 27215 1.000 TON | 1417.00000 1417.00| 4885.00000 4885.00| 1150.00000 1150.00 FERTILIZER(15-30-15) | | | 0970 27250 9.000 TON | 184.00000 1656.00| 54.00000 486.00| 195.00000 1755.00 LIME | | | 0980 27321 168.000 SY | 2.65000 445.20| 2.50000 420.00| 3.15000 529.20 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -7 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 27325 173.000 SY | 6.30000 1089.90| 7.00000 1211.00| 7.35000 1271.55 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1000 27326 4.000 SY | 6.30000 25.20| 16.00000 64.00| 16.00000 64.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1010 27415 23.000 EA | 175.00000 4025.00| 325.00000 7475.00| 280.00000 6440.00 CHECK DAM(ROCK) TY. II | | | 1020 27430 1271.000 CY | 1.05000 1334.55| 2.00000 2542.00| 13.40000 17031.40 SILTATION CONTROL EXCAVATION | | | 1030 27450 8.000 EA | 120.75000 966.00| 271.00000 2168.00| 260.00000 2080.00 DROP INLET SILT TRAP, TYPE A | | | 1040 27460 31.000 EA | 131.25000 4068.75| 271.00000 8401.00| 270.00000 8370.00 DROP INLET SILT TRAP, TYPE B | | | 1050 27505 1252.000 LF | 3.15000 3943.80| 2.00000 2504.00| 2.30000 2879.60 TEMP. SILT FENCE | | | 1060 27506 4004.000 LF | 2.75000 11011.00| 2.00000 8008.00| 2.30000 9209.20 TEMP. FILTER BARRIER | | | 1070 27545 2813.000 CY | 18.00000 50634.00| 16.00000 45008.00| 10.10000 28411.30 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1080 27550 12.000 LF | 670.00000 8040.00| 1069.00000 12828.00| 1480.00000 17760.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1090 27580 117.000 CY | 6.30000 737.10| 4.00000 468.00| 15.70000 1836.90 TEMP. SEDIMENT BASIN EXCAVATION | | | 1100 28820 27.000 UNIT| 126.00000 3402.00| 217.00000 5859.00| 73.00000 1971.00 WATERING | | | 1110 38900 1866.000 EA | 6.85000 12782.10| 13.00000 24258.00| 3.90000 7277.40 NS PLANT OR TREE PLANT OR TREE CREEPING | | | PHLOX | | | 1120 38955 300.000 LF | 66.50000 19950.00| 68.00000 20400.00| 54.00000 16200.00 NS LANDSCAPE LANDSCAPE COMPOSITE WOOD | | | FENCE | | | 1130 39001 10.000 EA | 252.00000 2520.00| 198.00000 1980.00| 140.00000 1400.00 NS TREE TREE NORWAY SPRUCE | | | 1140 39001 19.000 EA | 291.00000 5529.00| 271.00000 5149.00| 160.00000 3040.00 NS TREE TREE SOUTHERN MAGNOLIA | | | 1150 39002 44.000 EA | 43.00000 1892.00| 72.00000 3168.00| 29.00000 1276.00 NS SHRUB SHRUB CAROLINA ROSE | | | 1160 39002 7.000 EA | 221.00000 1547.00| 167.00000 1169.00| 113.85000 796.95 NS SHRUB SHRUB EASTERN RED CEDAR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -8 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 39002 27.000 EA | 55.00000 1485.00| 43.00000 1161.00| 36.25000 978.75 NS SHRUB SHRUB INKBERRY | | | 1180 39002 16.000 EA | 87.00000 1392.00| 80.00000 1280.00| 36.25000 580.00 NS SHRUB SHRUB LEATHERLEAF VIBURNUM | | | 1190 39002 22.000 EA | 76.00000 1672.00| 29.00000 638.00| 36.25000 797.50 NS SHRUB SHRUB WILD HYDRANGEA | | | 1200 39005 11.000 CY | 42.00000 462.00| 52.00000 572.00| 46.60000 512.60 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 1210 40003 314.000 LF | 34.80000 10927.20| 34.00000 10676.00| 27.05000 8493.70 1" WATER SERVICE LINE | | | 1220 40061 38.000 LF | 110.30000 4191.40| 88.00000 3344.00| 128.00000 4864.00 6" DI WATER MAIN | | | 1230 40081 244.000 LF | 90.50000 22082.00| 80.00000 19520.00| 101.50000 24766.00 8" DI WATER MAIN | | | 1240 40141 24.000 LF | 289.00000 6936.00| 205.00000 4920.00| 515.00000 12360.00 14" DI WATER MAIN | | | 1250 40161 1216.000 LF | 122.00000 148352.00| 131.00000 159296.00| 117.30000 142636.80 16" DI WATER MAIN | | | 1260 40406 8.000 EA | 975.00000 7800.00| 1169.00000 9352.00| 1575.00000 12600.00 16" BEND | | | 1270 40422 9.000 EA | 1000.00000 9000.00| 1587.00000 14283.00| 2150.00000 19350.00 16" BRANCH | | | 1280 40992 2.000 EA | 672.00000 1344.00| 773.00000 1546.00| 230.00000 460.00 NS WATER UTILITY WATER UTILITY 1" CURB | | | STOP & VALVE BOX | | | 1290 40992 1.000 EA | 1427.00000 1427.00| 1397.00000 1397.00| 1635.00000 1635.00 NS WATER UTILITY WATER UTILITY 2" | | | BLOWOFF VALVE & BOX | | | 1300 41006 2.000 EA | 1300.00000 2600.00| 1126.00000 2252.00| 1165.00000 2330.00 6" GATE VALVE & BOX | | | 1310 41008 2.000 EA | 1600.00000 3200.00| 1435.00000 2870.00| 1620.00000 3240.00 8" GATE VALVE & BOX | | | 1320 41018 6.000 EA | 3200.00000 19200.00| 4345.00000 26070.00| 3565.00000 21390.00 16" BUTTERFLY VALVE & BOX | | | 1330 41820 2.000 EA | 3000.00000 6000.00| 3673.00000 7346.00| 3250.00000 6500.00 FIRE HYDRANT | | | 1340 41840 2.000 EA | 2200.00000 4400.00| 1731.00000 3462.00| 1120.00000 2240.00 2" AIR RELEASE VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -9 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1350 42755 7.000 LF | 972.00000 6804.00| 515.00000 3605.00| 715.00000 5005.00 SANITARY SEWER MANHOLE | | | 1360 42764 1.000 EA | 506.00000 506.00| 390.00000 390.00| 630.00000 630.00 MANHOLE FRAME & COVER F&C-1 | | | 1370 49010 205.000 LF | 365.00000 74825.00| 353.00000 72365.00| 197.00000 40385.00 NS UTILITIES UTILITIES DUCT BANK | | | PROTECTIVE CAP | | | 1380 49012 205.000 EA | 0.01000 2.05| 6.00000 1230.00| 14.50000 2972.50 NS UTILITIES UTILITIES INTERLOCKING | | | SPLIT DUCT | | | 1390 49012 1.000 EA | 2625.00000 2625.00| 5428.00000 5428.00| 16800.00000 16800.00 NS UTILITIES UTILITIES PROTECTING | | | VERIZON TERRA COTTA DUCT | | | 1400 49012 50.000 EA | 210.00000 10500.00| 108.00000 5400.00| 180.00000 9000.00 NS UTILITIES UTILITIES TEST PIT | | | (UNPAVED AREAS) | | | 1410 49012 12.000 EA | 472.00000 5664.00| 325.00000 3900.00| 500.00000 6000.00 NS UTILITIES UTILITIES TEST PIT (PAVED | | | AREAS) | | | 1420 50108 514.000 SF | 25.00000 12850.00| 36.00000 18504.00| 25.20000 12952.80 SIGN PANEL | | | 1430 50613 2.000 EA | 550.00000 1100.00| 597.00000 1194.00| 260.00000 520.00 RELOC. EXIST. SIGN STRUCT. TY. VA | | | 1440 50759 2.000 EA | 500.00000 1000.00| 488.00000 976.00| 250.00000 500.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1450 50761 1.000 EA | 600.00000 600.00| 597.00000 597.00| 270.00000 270.00 RELOC. EXIST. SIGN PANEL TY. SP-2 | | | 1460 50863 18.000 EA | 52.50000 945.00| 162.00000 2916.00| 415.00000 7470.00 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 1470 50867 3.000 EA | 52.50000 157.50| 162.00000 486.00| 245.00000 735.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1480 50900 806.000 LF | 33.00000 26598.00| 32.00000 25792.00| 19.70000 15878.20 NS TRAFFIC SIGN TRAFFIC SIGN BREAKAWAY | | | METAL SIGN POST | | | 1490 51137 2.000 EA | 1942.00000 3884.00| 2008.00000 4016.00| 780.00000 1560.00 INSTALL CONTROLLER | | | 1500 51170 2.000 EA | 1312.00000 2624.00| 1357.00000 2714.00| 985.00000 1970.00 ELECTRICAL SERVICE SE-5 | | | 1510 51184 96.000 EA | 215.25000 20664.00| 222.00000 21312.00| 140.00000 13440.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -10 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 51208 2.000 EA | 630.00000 1260.00| 651.00000 1302.00| 390.00000 780.00 PEDESTAL POLE PF-2 8' | | | 1530 51210 9.000 EA | 682.50000 6142.50| 705.00000 6345.00| 415.00000 3735.00 PEDESTAL POLE PF-2 10' | | | 1540 51220 1.000 EA | 577.50000 577.50| 597.00000 597.00| 185.00000 185.00 PEDESTAL POLE PF-3 5' | | | 1550 51234 112.000 CY | 26.25000 2940.00| 27.00000 3024.00| 415.00000 46480.00 CONC. FOUND. SIGNAL POLE | | | 1560 51240 11.000 EA | 420.00000 4620.00| 434.00000 4774.00| 440.00000 4840.00 CONCRETE FOUNDATION PF-2 | | | 1570 51244 1.000 EA | 420.00000 420.00| 434.00000 434.00| 365.00000 365.00 CONCRETE FOUNDATION PF-3 | | | 1580 51247 2.000 EA | 1102.00000 2204.00| 1140.00000 2280.00| 985.00000 1970.00 CONCRETE FOUND. CF-3 | | | 1590 51425 2.000 EA | 15750.00000 31500.00| 16286.00000 32572.00| 9730.00000 19460.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 65' | | | 1600 51425 1.000 EA | 16537.00000 16537.00| 17100.00000 17100.00| 10365.00000 10365.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 75' | | | 1610 51425 1.000 EA | 17088.00000 17088.00| 17670.00000 17670.00| 11550.00000 11550.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 80' | | | 1620 51425 4.000 EA | 17088.00000 68352.00| 17670.00000 70680.00| 11550.00000 46200.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' ONE | | | ARM 82' | | | 1630 51602 3161.000 LF | 1.45000 4583.45| 1.50000 4741.50| 2.85000 9008.85 14/4 CONDUCTOR CABLE | | | 1640 51607 6973.000 LF | 1.70000 11854.10| 1.75000 12202.75| 3.10000 21616.30 14/7 CONDUCTOR CABLE | | | 1650 51614 47.000 LF | 5.25000 246.75| 5.00000 235.00| 5.20000 244.40 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION | | | 1660 51615 6321.000 LF | 0.55000 3476.55| 1.00000 6321.00| 4.15000 26232.15 14/1 ENCLOSED COND. CABLE | | | 1670 51700 8447.000 LF | 1.45000 12248.15| 1.50000 12670.50| 1.30000 10981.10 14/2 CONDUCTOR CABLE SHIELDED | | | 1680 51830 28.000 EA | 210.00000 5880.00| 217.00000 6076.00| 207.00000 5796.00 HANGER ASSEMBLY SM-3, ONE WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -11 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 51838 16.000 EA | 189.00000 3024.00| 195.00000 3120.00| 260.00000 4160.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1700 51910 3693.000 LF | 7.90000 29174.70| 8.00000 29544.00| 6.75000 24927.75 SAW CUT | | | 1710 51951 85.000 EA | 105.00000 8925.00| 108.00000 9180.00| 10.35000 879.75 INSTALL SIGN | | | 1720 51961 2.000 EA | 840.00000 1680.00| 868.00000 1736.00| 517.50000 1035.00 NS MODIFY MODIFY CONTROLLER | | | 1730 51962 2.000 EA | 1890.00000 3780.00| 1954.00000 3908.00| 517.50000 1035.00 NS RELOCATE RELOCATE CONTROLLER | | | 1740 51962 1.000 EA | 525.00000 525.00| 542.00000 542.00| 185.00000 185.00 NS RELOCATE RELOCATE OPTICOM DEVICE | | | 1750 51963 1.000 EA | 105.00000 105.00| 271.00000 271.00| 80.00000 80.00 NS REMOVE REMOVE SIGN STR. TY. V | | | 1760 52000 LUMP| 4200.00000 4200.00| 4342.00000 4342.00| 5175.00000 5175.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION INT. FRYING PAN - | | | PHASE II | | | 1770 52000 LUMP| 4200.00000 4200.00| 4342.00000 4342.00| 1555.00000 1555.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION INT. FRYING PAN - | | | PHASE III | | | 1780 52000 LUMP| 4200.00000 4200.00| 4342.00000 4342.00| 1555.00000 1555.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION INT. WEST OX - | | | PHASE III | | | 1790 52000 LUMP| 4200.00000 4200.00| 4342.00000 4342.00| 1555.00000 1555.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION INT. WEST OX - PHASE II | | | 1800 52000 LUMP| 4200.00000 4200.00| 4342.00000 4342.00| 5175.00000 5175.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION INT. WEST OX - PHASE I | | | 1810 52000 LUMP| 3150.00000 3150.00| 3257.00000 3257.00| 520.00000 520.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM.DIS.EX.SIG.EQUIP. | | | FRYING PAN RD | | | 1820 52000 LUMP| 3150.00000 3150.00| 3257.00000 3257.00| 520.00000 520.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM.DIS.EXIST SIG. | | | EQUIP.(RTE.608) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -12 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1830 52002 16.000 EA | 131.25000 2100.00| 135.00000 2160.00| 880.00000 14080.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ACCESSIBLE PEDESTRIAN | | | PUSHBUTTON | | | 1840 52404 16.000 EA | 630.00000 10080.00| 651.00000 10416.00| 700.00000 11200.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 1850 54034 2925.000 LF | 0.65000 1901.25| 2.00000 5850.00| 0.65000 1901.25 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1860 54037 610.000 LF | 1.20000 732.00| 2.00000 1220.00| 1.20000 732.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 1870 54042 1210.000 LF | 4.25000 5142.50| 5.00000 6050.00| 4.20000 5082.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1880 54075 14825.000 LF | 2.35000 34838.75| 2.80000 41510.00| 2.35000 34838.75 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 1890 54105 24098.000 LF | 0.60000 14458.80| 1.00000 24098.00| 0.60000 14458.80 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1900 54210 40.000 EA | 10.50000 420.00| 1.00000 40.00| 10.35000 414.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 1910 54217 250.000 EA | 25.40000 6350.00| 26.00000 6500.00| 25.05000 6262.50 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 1920 54240 18.000 EA | 12.60000 226.80| 7.00000 126.00| 12.45000 224.10 TEMP. PAVE. MARKER 1 WAY | | | 1930 54242 22.000 EA | 12.60000 277.20| 7.00000 154.00| 12.45000 273.90 TEMP. PAVE. MARKER 2 WAY | | | 1940 54300 39.000 EA | 71.40000 2784.60| 70.00000 2730.00| 70.40000 2745.60 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1950 54310 2.000 EA | 96.60000 193.20| 141.00000 282.00| 95.00000 190.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1960 54400 26.000 EA | 257.25000 6688.50| 244.00000 6344.00| 255.00000 6630.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 1970 54424 51.000 EA | 60.90000 3105.90| 130.00000 6630.00| 60.00000 3060.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 1980 54552 16593.000 LF | 0.35000 5807.55| 0.33000 5475.69| 0.35000 5807.55 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 1990 54554 1598.000 LF | 0.70000 1118.60| 0.50000 799.00| 0.70000 1118.60 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 2000 54562 787.000 LF | 2.75000 2164.25| 3.00000 2361.00| 2.70000 2124.90 CONSTR.PAVE.MARK. (TY.F,CL.I)24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -13 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2010 55060 1385.000 LF | 0.01000 13.85| 0.01000 13.85| 1.40000 1939.00 6 CONDUCTOR CABLE | | | 2020 56004 2.000 EA | 840.00000 1680.00| 868.00000 1736.00| 285.00000 570.00 JUNCTION BOX JB-2A 2B OR 2C | | | 2030 56006 15.000 EA | 840.00000 12600.00| 868.00000 13020.00| 415.00000 6225.00 JUNCTION BOX JB-3A, 3B OR 3C | | | 2040 56010 2.000 EA | 997.50000 1995.00| 1031.00000 2062.00| 880.00000 1760.00 JUNCTION BOX JB-5A 5B OR 5C | | | 2050 56014 8.000 EA | 36.75000 294.00| 38.00000 304.00| 260.00000 2080.00 ELECT. SER. GRD. ELECTRODE(10') | | | 2060 56020 12.000 LF | 10.50000 126.00| 10.00000 120.00| 5.70000 68.40 1" CONDUIT | | | 2070 56022 465.000 LF | 13.65000 6347.25| 14.00000 6510.00| 10.35000 4812.75 1" METAL CONDUIT | | | 2080 56026 24.000 LF | 21.00000 504.00| 21.00000 504.00| 10.35000 248.40 1 1/4" METAL CONDUIT | | | 2090 56030 47.000 LF | 4.75000 223.25| 4.00000 188.00| 3.10000 145.70 2" CONDUIT | | | 2100 56034 1012.000 LF | 5.25000 5313.00| 5.00000 5060.00| 6.20000 6274.40 3" CONDUIT | | | 2110 56038 92.000 LF | 10.50000 966.00| 10.00000 920.00| 8.30000 763.60 4" CONDUIT | | | 2120 56052 875.000 LF | 47.25000 41343.75| 48.00000 42000.00| 31.00000 27125.00 BORED CONDUIT 4" | | | 2130 56200 1652.000 LF | 4.75000 7847.00| 5.00000 8260.00| 8.80000 14537.60 TRENCH EXCAVATION ECI-1 | | | 2140 70200 LUMP| 525.00000 525.00| 542.00000 542.00| 1270.00000 1270.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 002 | | | 2150 70200 LUMP| 525.00000 525.00| 542.00000 542.00| 360.00000 360.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 003 | | | 2160 70200 LUMP| 1155.00000 1155.00| 542.00000 542.00| 1690.00000 1690.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 005 | | | 2170 70200 LUMP| 525.00000 525.00| 542.00000 542.00| 1550.00000 1550.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 006 | | | 2180 70200 LUMP| 525.00000 525.00| 325.00000 325.00| 360.00000 360.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 007 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A73 -14 TABULATION OF BIDS CALL ORDER : A73 CONTRACT ID : C00016507C01 COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M008 |( 2 ) A571 |( 3 ) G181 |MARTIN AND GASS, INCORPORAT |A & W CONTRACTING CORPORATI |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2190 70200 LUMP| 630.00000 630.00| 271.00000 271.00| 75.00000 75.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 008 | | | SECTION TOTALS | $ 4,075,236.62| $ 4,348,935.14| $ 4,536,549.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,075,236.62| $ 4,348,935.14| $ 4,536,549.15 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A92 -1 TABULATION OF BIDS CALL ORDER : A92 CONTRACT ID : C00086170C01 COUNTIES : WYTHE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/31/09 COMPLETION DATE PROJECT(S) : (NFO)PM01-098-332,C501 FED # STP-PM01(223) CONTRACT DESCRIPTION: SUPERSTR. REPL.; RTE. 100 BR. OVER LITTLE REED ISLAND CREEK 0.03 MI. S. RTE. 637 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 1,757,928.85 100.0000% 2 E155 ELK KNOB, INC. $ 1,823,417.42 103.7253% 3 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,867,917.52 106.2567% 4 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,868,554.90 106.2930% 5 O133 RANNY E. O'DELL & COMPANY, INC. $ 1,958,602.42 111.4153% 6 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 2,254,917.00 128.2712% 7 S147 SMITH-ROWE, INC. $ 2,290,230.85 130.2801% ==================================================================================================================================== |( 1 ) D172 |( 2 ) E155 |( 3 ) O017 |DLB, INC. |ELK KNOB, 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| 115000.00000 115000.00| 115000.00000 115000.00| 180000.00000 180000.00 MOBILIZATION | | | 0020 00101 LUMP| 13500.00000 13500.00| 6490.00000 6490.00| 10000.00000 10000.00 CONSTRUCTION SURVEYING | | | 0030 00125 LUMP| 28000.00000 28000.00| 12000.00000 12000.00| 42000.00000 42000.00 GRADING | | | 0040 10128 111.000 TON | 26.00000 2886.00| 30.00000 3330.00| 36.00000 3996.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10630 515.000 SY | 20.00000 10300.00| 21.83000 11242.45| 14.00000 7210.00 FLEXIBLE PAVEMENT PLANING | | | 0060 10635 35.000 TON | 385.00000 13475.00| 374.00000 13090.00| 390.00000 13650.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0070 10642 138.000 TON | 175.00000 24150.00| 178.64000 24652.32| 170.00000 23460.00 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A92 -2 TABULATION OF BIDS CALL ORDER : A92 CONTRACT ID : C00086170C01 COUNTIES : WYTHE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) E155 |( 3 ) O017 |DLB, INC. |ELK KNOB, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 11070 477.000 LF | 5.25000 2504.25| 4.00000 1908.00| 3.50000 1669.50 NS SAW CUT SAW CUT ASPHALT CONCRETE | | | (4" DEPTH) | | | 0090 13320 181.000 LF | 27.00000 4887.00| 23.05000 4172.05| 23.00000 4163.00 GUARDRAIL GR-2 | | | 0100 13331 18.000 LF | 30.00000 540.00| 29.65000 533.70| 30.00000 540.00 RAD. GUARDRAIL GR-2 | | | 0110 13383 3.000 EA | 2600.00000 7800.00| 1754.50000 5263.50| 1800.00000 5400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 13495 590.000 LF | 30.00000 17700.00| 30.00000 17700.00| 57.00000 33630.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0130 13605 4.000 EA | 6600.00000 26400.00| 6000.00000 24000.00| 4800.00000 19200.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0140 24260 13.000 TON | 36.00000 468.00| 40.00000 520.00| 32.00000 416.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0150 24152 2.000 EA | 260.00000 520.00| 275.00000 550.00| 260.00000 520.00 TYPE III BARRICADE 8' | | | 0160 24160 502.000 SF | 17.50000 8785.00| 14.00000 7028.00| 14.00000 7028.00 CONSTRUCTION SIGNS | | | 0170 24278 2430.000 DAY | 1.00000 2430.00| 1.00000 2430.00| 0.28000 680.40 GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 1000.000 HR | 12.50000 12500.00| 1.00000 1000.00| 20.00000 20000.00 FLAGGER SERVICE | | | 0190 24297 410.000 LF | 28.00000 11480.00| 22.00000 9020.00| 19.00000 7790.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0200 24430 116.000 SY | 9.00000 1044.00| 5.00000 580.00| 20.00000 2320.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0210 24601 195.000 LF | 2.00000 390.00| 1.10000 214.50| 2.80000 546.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL STR. NO. 1008 | | | 0220 25506 16.000 MO | 1250.00000 20000.00| 1200.00000 19200.00| 1300.00000 20800.00 FIELD OFFICE TY.II | | | 0230 27422 2.000 EA | 2500.00000 5000.00| 250.00000 500.00| 1.00000 2.00 DEWATERING BASIN | | | 0240 27430 73.000 CY | 1.00000 73.00| 0.10000 7.30| 6.50000 474.50 SILTATION CONTROL EXCAVATION | | | 0250 27505 381.000 LF | 8.00000 3048.00| 2.50000 952.50| 9.40000 3581.40 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A92 -3 TABULATION OF BIDS CALL ORDER : A92 CONTRACT ID : C00086170C01 COUNTIES : WYTHE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) E155 |( 3 ) O017 |DLB, INC. |ELK KNOB, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 51950 LUMP| 50000.00000 50000.00| 53130.00000 53130.00| 56000.00000 56000.00 TEMP. SIGNALIZATION | | | 0270 54020 2382.000 LF | 1.00000 2382.00| 1.43000 3406.26| 0.76000 1810.32 TYPE A PAVEMENT LINE MARKING 4" | | | 0280 54105 2860.000 LF | 1.20000 3432.00| 2.53000 7235.80| 1.00000 2860.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0290 54242 44.000 EA | 3.40000 149.60| 9.90000 435.60| 10.00000 440.00 TEMP. PAVE. MARKER 2 WAY | | | 0300 54510 1470.000 LF | 1.20000 1764.00| 1.60000 2352.00| 1.20000 1764.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0310 54514 3030.000 LF | 2.40000 7272.00| 3.19000 9665.70| 2.50000 7575.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0320 54522 216.000 LF | 8.50000 1836.00| 8.58000 1853.28| 7.50000 1620.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0330 60404 259.000 CY | 880.00000 227920.00| 752.80000 194975.20| 950.00000 246050.00 CONCRETE CLASS A4 | | | 0340 60490 982.000 SY | 3.50000 3437.00| 6.78000 6657.96| 2.70000 2651.40 BRIDGE DECK GROOVING | | | 0350 61705 76810.000 LB | 1.30000 99853.00| 1.58000 121359.80| 1.60000 122896.00 EPOXY COATED REINF. STEEL | | | * | | | 0360 61812 215900.000 LS | 580000.00000 580000.00| 598850.00000 598850.00| 580000.00000 580000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0370 62033 598.000 L.F.| 98.00000 58604.00| 95.00000 56810.00| 160.00000 95680.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0380 67904 LUMP| 80000.00000 80000.00| 72500.00000 72500.00| 1.00000 1.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY WORK | | | BRIDGE A | | | 0390 67904 LUMP| 55000.00000 55000.00| 1.00000 1.00| 1.00000 1.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY WORK | | | BRIDGE B | | | 0400 68476 LUMP| 7500.00000 7500.00| 8800.00000 8800.00| 2500.00000 2500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1008 | | | 0410 68492 LUMP| 1500.00000 1500.00| 852.50000 852.50| 1200.00000 1200.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1008, TY. B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A92 -4 TABULATION OF BIDS CALL ORDER : A92 CONTRACT ID : C00086170C01 COUNTIES : WYTHE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) E155 |( 3 ) O017 |DLB, INC. |ELK KNOB, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 68900 LUMP| 75000.00000 75000.00| 245000.00000 245000.00| 120000.00000 120000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1008 | | | 0430 69011 11.000 CY | 25.00000 275.00| 60.00000 660.00| 220.00000 2420.00 STRUCTURE EXCAVATION | | | 0440 69030 14.000 CY | 2000.00000 28000.00| 2250.00000 31500.00| 5200.00000 72800.00 CONCRETE CLASS A3 | | | 0450 69100 920.000 LB | 2.20000 2024.00| 1.10000 1012.00| 1.60000 1472.00 REINF. STEEL | | | 0460 69500 107.000 SY | 1300.00000 139100.00| 1168.00000 124976.00| 1300.00000 139100.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 1,757,928.85| $ 1,823,417.42| $ 1,867,917.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,757,928.85| $ 1,823,417.42| $ 1,867,917.52 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A97 -1 TABULATION OF BIDS CALL ORDER : A97 CONTRACT ID : C00086298B04 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/31/09 COMPLETION DATE PROJECT(S) : (NFO)0011-086-716,B604 FED # BR-086-1(027) CONTRACT DESCRIPTION: BRIDGE OVER N-S RAILWAY AND APPROACHES 0.20 MI. N. WASHINGTON COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 2,749,520.15 100.0000% 2 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 2,825,659.50 102.7692% 3 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 2,943,914.50 107.0701% 4 E155 ELK KNOB, INC. $ 2,986,977.74 108.6363% 5 S147 SMITH-ROWE, INC. $ 3,116,757.80 113.3564% 6 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 3,161,062.60 114.9678% 7 C174 CLECO CORPORATION $ 4,281,972.50 155.7353% ==================================================================================================================================== |( 1 ) D172 |( 2 ) A013 |( 3 ) F016 |DLB, INC. |ALLEGHENY CONSTRUCTION COMP |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| 170000.00000 170000.00| 145000.00000 145000.00| 180000.00000 180000.00 MOBILIZATION | | | 0020 00101 LUMP| 12500.00000 12500.00| 20000.00000 20000.00| 7000.00000 7000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 15000.00000 15000.00| 22000.00000 22000.00| 18000.00000 18000.00 CLEARING AND GRUBBING | | | 0040 00120 593.000 CY | 8.75000 5188.75| 38.00000 22534.00| 13.00000 7709.00 REGULAR EXCAVATION | | | 0050 00140 100.000 CY | 40.00000 4000.00| 42.00000 4200.00| 44.00000 4400.00 BORROW EXCAVATION | | | 0060 09150 12.000 TON | 29.00000 348.00| 40.00000 480.00| 28.00000 336.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0070 09250 2.000 EA | 215.00000 430.00| 400.00000 800.00| 1150.00000 2300.00 SLOPE DRAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A97 -2 TABULATION OF BIDS CALL ORDER : A97 CONTRACT ID : C00086298B04 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) A013 |( 3 ) F016 |DLB, INC. |ALLEGHENY CONSTRUCTION COMP |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10041 25.000 TON | 90.00000 2250.00| 100.00000 2500.00| 88.00000 2200.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0090 10065 608.000 TON | 25.00000 15200.00| 19.00000 11552.00| 23.00000 13984.00 AGGR. MATL. NO. 1 | | | 0100 10128 1524.000 TON | 26.75000 40767.00| 14.00000 21336.00| 24.00000 36576.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10416 468.000 GAL | 6.00000 2808.00| 6.00000 2808.00| 6.00000 2808.00 LIQUID ASPHALT | | | 0120 10635 97.000 TON | 210.00000 20370.00| 205.00000 19885.00| 215.00000 20855.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0130 10642 538.000 TON | 120.00000 64560.00| 120.00000 64560.00| 132.00000 71016.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0140 13320 1245.000 LF | 23.00000 28635.00| 23.00000 28635.00| 23.00000 28635.00 GUARDRAIL GR-2 | | | 0150 13331 25.000 LF | 27.00000 675.00| 25.00000 625.00| 26.40000 660.00 RAD. GUARDRAIL GR-2 | | | 0160 13345 1.000 EA | 2900.00000 2900.00| 3000.00000 3000.00| 2860.00000 2860.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0170 13392 4.000 EA | 2200.00000 8800.00| 2400.00000 9600.00| 2200.00000 8800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0180 13495 576.000 LF | 27.00000 15552.00| 36.00000 20736.00| 50.00000 28800.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0190 24100 100.000 HR | 5.00000 500.00| 45.00000 4500.00| 32.00000 3200.00 ALLAYING DUST | | | 0200 24152 1.000 EA | 260.00000 260.00| 400.00000 400.00| 500.00000 500.00 TYPE III BARRICADE 8' | | | 0210 24160 720.000 SF | 17.50000 12600.00| 14.00000 10080.00| 15.00000 10800.00 CONSTRUCTION SIGNS | | | 0220 24260 292.000 TON | 27.00000 7884.00| 14.00000 4088.00| 25.00000 7300.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0230 24278 5200.000 DAY | 1.00000 5200.00| 1.00000 5200.00| 0.50000 2600.00 GROUP 2 CHANNELIZING DEVICES | | | 0240 24282 1000.000 HR | 12.00000 12000.00| 13.00000 13000.00| 17.00000 17000.00 FLAGGER SERVICE | | | 0250 24287 4680.000 DAY | 0.35000 1638.00| 0.50000 2340.00| 0.50000 2340.00 WARNING LIGHT TY. A | | | 0260 24297 450.000 LF | 22.00000 9900.00| 35.00000 15750.00| 40.00000 18000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A97 -3 TABULATION OF BIDS CALL ORDER : A97 CONTRACT ID : C00086298B04 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) A013 |( 3 ) F016 |DLB, INC. |ALLEGHENY CONSTRUCTION COMP |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24430 1161.000 SY | 9.00000 10449.00| 6.00000 6966.00| 5.00000 5805.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0280 24601 1225.000 LF | 2.00000 2450.00| 2.00000 2450.00| 3.00000 3675.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL STR. NO. 1011 | | | 0290 26271 986.000 TON | 28.00000 27608.00| 34.00000 33524.00| 30.00000 29580.00 NS DRY RIPRAP DRY RIPRAP CL. I (VAR. | | | DEPTH) | | | 0300 27430 112.000 CY | 1.00000 112.00| 10.00000 1120.00| 1.00000 112.00 SILTATION CONTROL EXCAVATION | | | 0310 27505 660.000 LF | 6.00000 3960.00| 4.00000 2640.00| 3.00000 1980.00 TEMP. SILT FENCE | | | 0320 40041 140.000 LF | 47.00000 6580.00| 55.00000 7700.00| 72.00000 10080.00 4" DI WATER MAIN | | | 0330 41381 1.000 EA | 3400.00000 3400.00| 2800.00000 2800.00| 4400.00000 4400.00 4" X 4" TAPPING SLEEVE VALVE & BOX | | | 0340 42082 172.000 LF | 48.00000 8256.00| 80.00000 13760.00| 100.00000 17200.00 8" DI SANITARY SEWER PIPE | | | 0350 42708 2.000 LF | 580.00000 1160.00| 700.00000 1400.00| 1375.00000 2750.00 8" SANITARY DROP CONNECTION | | | 0360 42755 15.000 LF | 655.00000 9825.00| 700.00000 10500.00| 600.00000 9000.00 SANITARY SEWER MANHOLE | | | 0370 42758 3.000 EA | 840.00000 2520.00| 450.00000 1350.00| 500.00000 1500.00 MANHOLE FRAME & COVER WF & C-1 | | | 0380 51950 LUMP| 45000.00000 45000.00| 35000.00000 35000.00| 31000.00000 31000.00 TEMP. SIGNALIZATION | | | 0390 54032 2900.000 LF | 1.10000 3190.00| 1.00000 2900.00| 4.40000 12760.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0400 54105 850.000 LF | 1.20000 1020.00| 1.20000 1020.00| 1.20000 1020.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0410 54240 20.000 EA | 3.40000 68.00| 10.00000 200.00| 3.30000 66.00 TEMP. PAVE. MARKER 1 WAY | | | 0420 54510 5000.000 LF | 1.20000 6000.00| 1.10000 5500.00| 1.20000 6000.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0430 54522 36.000 LF | 8.50000 306.00| 8.00000 288.00| 8.25000 297.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0440 60404 281.000 CY | 830.00000 233230.00| 890.00000 250090.00| 830.00000 233230.00 CONCRETE CLASS A4 | | | 0450 60490 1144.000 SY | 4.40000 5033.60| 5.50000 6292.00| 4.25000 4862.00 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : A97 -4 TABULATION OF BIDS CALL ORDER : A97 CONTRACT ID : C00086298B04 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) A013 |( 3 ) F016 |DLB, INC. |ALLEGHENY CONSTRUCTION COMP |FORT CHISWELL CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 61705 65640.000 LB | 1.52000 99772.80| 1.35000 88614.00| 1.85000 121434.00 EPOXY COATED REINF. STEEL | | | * | | | 0470 61812 344800.000 LS | 860000.00000 860000.00| 810000.00000 810000.00| 929000.00000 929000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0480 62010 572.000 LF | 80.00000 45760.00| 86.00000 49192.00| 105.00000 60060.00 CONCRETE PARAPET | | | 0490 62492 62.000 LF | 185.00000 11470.00| 300.00000 18600.00| 225.00000 13950.00 ELASTOMERIC EXPANSION DAM 2+"-3" | | | 0500 62493 62.000 LF | 185.00000 11470.00| 300.00000 18600.00| 230.00000 14260.00 ELASTOMERIC EXPANSION DAM 3+"-4" | | | 0510 64011 1765.000 CY | 12.20000 21533.00| 30.00000 52950.00| 16.00000 28240.00 STRUCTURE EXCAVATION | | | 0520 64045 2140.000 SF | 50.00000 107000.00| 45.00000 96300.00| 61.00000 130540.00 TEMPORARY SHEET PILING | | | 0530 64110 5089.000 LF | 52.00000 264628.00| 50.00000 254450.00| 49.00000 249361.00 STEEL PILES 10" | | | 0540 64755 180.000 EA | 78.00000 14040.00| 90.00000 16200.00| 75.00000 13500.00 PILE POINT FOR 10" STEEL PILE | | | 0550 65013 490.000 CY | 480.00000 235200.00| 515.00000 252350.00| 425.00000 208250.00 CONCRETE CLASS A3 | | | 0560 65200 67190.000 LB | 1.05000 70549.50| 1.00000 67190.00| 1.40000 94066.00 REINF. STEEL | | | 0570 65205 11430.000 LB | 1.25000 14287.50| 1.35000 15430.50| 1.45000 16573.50 EPOXY COATED REINF. STEEL | | | 0580 65700 46.000 LF | 80.00000 3680.00| 80.00000 3680.00| 110.00000 5060.00 CONCRETE PARAPET | | | 0590 66127 857.000 TON | 28.00000 23996.00| 42.00000 35994.00| 32.00000 27424.00 DRY RIPRAP CL.I 26" | | | 0600 67400 LUMP| 16000.00000 16000.00| 25000.00000 25000.00| 13200.00000 13200.00 DECK DRAINAGE SYSTEM | | | 0610 67900 LUMP| 120000.00000 120000.00| 180000.00000 180000.00| 145000.00000 145000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 1011 | | | SECTION TOTALS | $ 2,749,520.15| $ 2,825,659.50| $ 2,943,914.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,749,520.15| $ 2,825,659.50| $ 2,943,914.50 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B01 -1 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00086083M01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/31/09 COMPLETION DATE PROJECT(S) : PM04-058-328,M501 FED # STP-PM04(228) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACE ON EBL RTE. 58 OVER NO. 3 BRANCH 0.27 MILES WEST OF RTE 735 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,683,674.80 100.0000% 2 L026 D. W. LYLE CORPORATION $ 1,741,910.26 103.4588% 3 C097 CORMAN CONSTRUCTION, INC. $ 1,780,629.70 105.7585% 4 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,789,608.60 106.2918% ==================================================================================================================================== |( 1 ) W210 |( 2 ) L026 |( 3 ) C097 |BURLEIGH CONSTRUCTION CO.,I |D. W. LYLE CORPORATION |CORMAN CONSTRUCTION, 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| 105000.00000 105000.00| 110000.00000 110000.00| 119100.00000 119100.00 MOBILIZATION | | | 0020 00101 LUMP| 17000.00000 17000.00| 6695.00000 6695.00| 8979.00000 8979.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 58000.00000 58000.00| 25000.00000 25000.00| 17000.00000 17000.00 CLEARING AND GRUBBING | | | 0040 00120 371.000 CY | 28.00000 10388.00| 85.00000 31535.00| 62.50000 23187.50 REGULAR EXCAVATION | | | 0050 00140 163.000 CY | 30.00000 4890.00| 25.00000 4075.00| 107.50000 17522.50 BORROW EXCAVATION | | | 0060 01182 295.000 LF | 37.00000 10915.00| 60.00000 17700.00| 57.00000 16815.00 18" CONC. PIPE | | | 0070 06181 2.000 EA | 850.00000 1700.00| 750.00000 1500.00| 753.00000 1506.00 18" END SECTION ES-1 | | | 0080 07510 2.000 EA | 2500.00000 5000.00| 3000.00000 6000.00| 2752.00000 5504.00 DROP INLET DI-7A | | | 0090 09149 3.000 SY | 65.00000 195.00| 102.00000 306.00| 191.00000 573.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B01 -2 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00086083M01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) L026 |( 3 ) C097 |BURLEIGH CONSTRUCTION CO.,I |D. W. LYLE CORPORATION |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 09151 3.000 SY | 65.00000 195.00| 102.00000 306.00| 153.50000 460.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 10128 800.000 TON | 27.00000 21600.00| 35.00000 28000.00| 37.00000 29600.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10611 200.000 TON | 125.00000 25000.00| 105.00000 21000.00| 107.50000 21500.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0130 10630 578.000 SY | 14.00000 8092.00| 12.00000 6936.00| 16.50000 9537.00 FLEXIBLE PAVEMENT PLANING | | | 0140 10636 65.000 TON | 230.00000 14950.00| 200.00000 13000.00| 206.00000 13390.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0150 10643 766.000 TON | 120.00000 91920.00| 106.00000 81196.00| 109.00000 83494.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0160 11070 52.000 LF | 8.00000 416.00| 19.00000 988.00| 7.20000 374.40 NS SAW CUT SAW CUT 10" ASPH. PAVE | | | 0170 13312 1.000 EA | 2400.00000 2400.00| 2200.00000 2200.00| 2324.00000 2324.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0180 13315 2.000 EA | 950.00000 1900.00| 770.00000 1540.00| 686.50000 1373.00 GUARDRAIL TERMINAL GR-11 | | | 0190 13320 2300.000 LF | 24.00000 55200.00| 20.00000 46000.00| 23.00000 52900.00 GUARDRAIL GR-2 | | | 0200 13345 5.000 EA | 260.00000 1300.00| 1400.00000 7000.00| 2530.00000 12650.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0210 13346 8.000 EA | 225.00000 1800.00| 155.00000 1240.00| 211.50000 1692.00 REMOVE GR-7 TERMINAL | | | 0220 13383 2.000 EA | 2100.00000 4200.00| 1900.00000 3800.00| 1796.00000 3592.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0230 13384 2.000 EA | 850.00000 1700.00| 720.00000 1440.00| 634.00000 1268.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0240 13392 4.000 EA | 2300.00000 9200.00| 2200.00000 8800.00| 1796.00000 7184.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0250 24100 400.000 HR | 10.00000 4000.00| 1.00000 400.00| 36.50000 14600.00 ALLAYING DUST | | | 0260 24152 6.000 EA | 350.00000 2100.00| 500.00000 3000.00| 364.00000 2184.00 TYPE III BARRICADE 8' | | | 0270 24160 1320.000 SF | 15.00000 19800.00| 30.00000 39600.00| 17.00000 22440.00 CONSTRUCTION SIGNS | | | 0280 24272 1824.000 HR | 6.00000 10944.00| 25.00000 45600.00| 37.50000 68400.00 TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B01 -3 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00086083M01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) L026 |( 3 ) C097 |BURLEIGH CONSTRUCTION CO.,I |D. W. LYLE CORPORATION |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 24278 43445.000 DAY | 0.50000 21722.50| 1.00000 43445.00| 0.50000 21722.50 GROUP 2 CHANNELIZING DEVICES | | | 0300 24279 3000.000 HR | 8.00000 24000.00| 2.00000 6000.00| 10.00000 30000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0310 24281 15300.000 HR | 3.00000 45900.00| 1.50000 22950.00| 2.50000 38250.00 ELECTRONIC ARROW | | | 0320 24285 1180.000 LF | 19.00000 22420.00| 16.00000 18880.00| 13.00000 15340.00 TEMPORARY ASPHALT MEDIAN | | | 0330 24286 30.000 EA | 52.00000 1560.00| 120.00000 3600.00| 125.50000 3765.00 FLEXIBLE POST DELINEATOR | | | 0340 24288 10100.000 DAY | 1.75000 17675.00| 0.33000 3333.00| 0.25000 2525.00 WARNING LIGHT TY. B | | | 0350 24289 3500.000 DAY | 0.50000 1750.00| 0.33000 1155.00| 0.25000 875.00 WARNING LIGHT TY. C | | | 0360 24601 2400.000 LF | 2.50000 6000.00| 2.00000 4800.00| 1.60000 3840.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0370 25505 10.000 MO | 1200.00000 12000.00| 1700.00000 17000.00| 2543.00000 25430.00 FIELD OFFICE TY.I | | | 0380 26117 1030.000 TON | 38.00000 39140.00| 67.00000 69010.00| 65.50000 67465.00 DRY RIPRAP CL. AI | | | 0390 27102 64.000 LB | 25.00000 1600.00| 32.00000 2048.00| 5.30000 339.20 REGULAR SEED | | | 0400 27103 40.000 LB | 24.00000 960.00| 6.00000 240.00| 5.30000 212.00 OVERSEEDING | | | 0410 27104 8.000 LB | 40.00000 320.00| 16.00000 128.00| 16.00000 128.00 LEGUME SEED | | | 0420 27105 5.000 LB | 40.00000 200.00| 16.00000 80.00| 10.50000 52.50 LEGUME OVERSEEDING | | | 0430 27215 1.000 TON | 1800.00000 1800.00| 1800.00000 1800.00| 343.50000 343.50 FERTILIZER(15-30-15) | | | 0440 27250 1.000 TON | 280.00000 280.00| 300.00000 300.00| 449.00000 449.00 LIME | | | 0450 27321 246.000 SY | 3.80000 934.80| 3.51000 863.46| 37.00000 9102.00 PROTECTIVE COVERING EC-2 | | | 0460 27415 7.000 EA | 275.00000 1925.00| 300.00000 2100.00| 583.50000 4084.50 CHECK DAM(ROCK) TY. II | | | 0470 27422 3.000 EA | 750.00000 2250.00| 5000.00000 15000.00| 1166.00000 3498.00 DEWATERING BASIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B01 -4 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00086083M01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) L026 |( 3 ) C097 |BURLEIGH CONSTRUCTION CO.,I |D. W. LYLE CORPORATION |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 27430 467.000 CY | 2.00000 934.00| 2.00000 934.00| 2.50000 1167.50 SILTATION CONTROL EXCAVATION | | | 0490 27450 4.000 EA | 400.00000 1600.00| 500.00000 2000.00| 646.50000 2586.00 DROP INLET SILT TRAP, TYPE A | | | 0500 27505 325.000 LF | 3.50000 1137.50| 3.00000 975.00| 4.20000 1365.00 TEMP. SILT FENCE | | | 0510 27506 2336.000 LF | 3.50000 8176.00| 3.00000 7008.00| 2.60000 6073.60 TEMP. FILTER BARRIER | | | 0520 54020 4000.000 LF | 1.50000 6000.00| 0.50000 2000.00| 0.50000 2000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0530 54105 2000.000 LF | 1.75000 3500.00| 1.00000 2000.00| 0.90000 1800.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0540 54240 160.000 EA | 5.00000 800.00| 8.55000 1368.00| 8.80000 1408.00 TEMP. PAVE. MARKER 1 WAY | | | 0550 54242 30.000 EA | 5.00000 150.00| 9.06000 271.80| 9.10000 273.00 TEMP. PAVE. MARKER 2 WAY | | | 0560 54510 3000.000 LF | 1.50000 4500.00| 1.26000 3780.00| 1.30000 3900.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0570 66127 385.000 TON | 39.00000 15015.00| 67.00000 25795.00| 63.50000 24447.50 DRY RIPRAP CL.I 26" | | | 0580 68023 346.000 LF | 125.00000 43250.00| 160.00000 55360.00| 179.50000 62107.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0590 68040 143.000 CY | 850.00000 121550.00| 1080.00000 154440.00| 781.50000 111754.50 CONCRETE CLASS A4 | | | 0600 68090 535.000 SY | 7.00000 3745.00| 12.00000 6420.00| 6.30000 3370.50 BRIDGE DECK GROOVING | | | 0610 68105 28210.000 LB | 1.50000 42315.00| 1.50000 42315.00| 1.30000 36673.00 EPOXY COATED REINF. STEEL | | | 0620 68108 113200.000 LS | 372000.00000 372000.00| 342000.00000 342000.00| 395000.00000 395000.00 STR.STEEL PLATE GIRDER ASTM A 709 GR. | | | 50W | | | 0630 68162 10.000 EA | 2500.00000 25000.00| 1800.00000 18000.00| 895.50000 8955.00 BEAM SEAT REPAIR | | | 0640 68476 LUMP| 4000.00000 4000.00| 20600.00000 20600.00| 4753.00000 4753.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1041 | | | 0650 68490 LUMP| 1000.00000 1000.00| 2060.00000 2060.00| 1056.00000 1056.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 1041 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B01 -5 TABULATION OF BIDS CALL ORDER : B01 CONTRACT ID : C00086083M01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W210 |( 2 ) L026 |( 3 ) C097 |BURLEIGH CONSTRUCTION CO.,I |D. W. LYLE CORPORATION |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 68574 66.000 LF | 35.00000 2310.00| 83.00000 5478.00| 32.50000 2145.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0670 68579 66.000 LF | 120.00000 7920.00| 185.00000 12210.00| 212.00000 13992.00 BACK WALL RECONSTRUCTION (HES) | | | 0680 68900 LUMP| 90000.00000 90000.00| 88000.00000 88000.00| 130000.00000 130000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1041 | | | 0690 69030 45.000 CY | 950.00000 42750.00| 1100.00000 49500.00| 1220.00000 54900.00 CONCRETE CLASS A3 | | | 0700 69100 15700.000 LB | 1.40000 21980.00| 1.58000 24806.00| 1.00000 15700.00 REINF. STEEL | | | 0710 69500 20.000 SY | 1000.00000 20000.00| 500.00000 10000.00| 977.00000 19540.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0720 69901 24.000 LF | 3200.00000 76800.00| 3000.00000 72000.00| 2612.00000 62688.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR ROCK SOCKET 42 INCH | | | DIAMETER | | | 0730 69901 60.000 LF | 950.00000 57000.00| 750.00000 45000.00| 264.00000 15840.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR STAN EXCAV DRILLED SHAFT | | | 48 " DIAM. | | | 0740 69905 4.000 EA | 4500.00000 18000.00| 5000.00000 20000.00| 2641.00000 10564.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR CROSSHOLE SONIC | | | LOGGING TESTING | | | SECTION TOTALS | $ 1,683,674.80| $ 1,741,910.26| $ 1,780,629.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,683,674.80| $ 1,741,910.26| $ 1,780,629.70 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -1 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : (NFO)0605-030-200,C503 FED # STP-030-7(037) (NFO)0605-030-200,C504 FED # BR/STP-030-7(038) (NFO)0605-030-200,D631 FED # BR/STP-030-7(038) OTHERS CONTRACT DESCRIPTION: 0.324 MI. GRADE, DRAIN, ASP. PAVE AND INCIDENTALS 0.163 MI. W. RTE. 674 (ATLEE RAOD) 0.618 MI. E. RTE. 674 (ATLEE ROAD) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R011 R. L. RIDER & COMPANY $ 3,143,605.00 100.0000% 2 G181 GENERAL EXCAVATION, INC. $ 3,260,008.46 103.7029% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 3,472,873.95 110.4742% 4 P675 PRINCE WILLIAM CONSTRUCTION, L.L.C. $ 3,477,058.18 110.6073% 5 P013 PERRY ENGINEERING COMPANY, INCORPORATED $ 3,513,863.49 111.7781% 6 K003 J. L. KENT & SONS, INC. $ 3,740,287.11 118.9808% 7 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 3,883,688.55 123.5425% 8 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 3,954,003.94 125.7793% 9 A648 A & M CONCRETE CORP. $ 4,015,442.80 127.7337% 10 D172 DLB, INC. $ 4,473,452.51 142.3033% 11 C224 CHEMUNG CONTRACTING CORPORATION $ 4,928,033.90 156.7638% ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, 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 GENERAL ITEMS | | | 0010 00100 LUMP| 163533.51000 163533.51| 65500.00000 65500.00| 100000.00000 100000.00 MOBILIZATION | | | 0020 00110 4.000 LS | 55970.00000 55970.00| 33000.00000 33000.00| 96000.00000 96000.00 CLEARING AND GRUBBING | | | 0030 00120 14598.000 CY | 6.13000 89485.74| 12.15000 177365.70| 18.50000 270063.00 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -2 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 00211 783.000 CY | 3.45000 2701.35| 37.50000 29362.50| 10.00000 7830.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0050 00212 382.000 CY | 14.20000 5424.40| 162.50000 62075.00| 25.00000 9550.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0060 00355 5445.000 SY | 0.95000 5172.75| 1.45000 7895.25| 2.00000 10890.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00506 55.000 TON | 19.65000 1080.75| 34.00000 1870.00| 35.00000 1925.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0080 00522 337.000 CY | 459.10000 154716.70| 455.00000 153335.00| 1016.00000 342392.00 CONCRETE CLASS A4 BOX CULVERT | | | 0090 00540 48058.000 LB | 1.60000 76892.80| 1.10000 52863.80| 0.10000 4805.80 REINF. STEEL | | | 0100 00592 202.000 LF | 15.00000 3030.00| 25.10000 5070.20| 13.50000 2727.00 COMB. UNDERDRAIN CD-1&2 | | | 0110 00595 122.000 LF | 18.00000 2196.00| 15.60000 1903.20| 13.50000 1647.00 OUTLET PIPE | | | 0120 00596 6.000 EA | 260.00000 1560.00| 545.00000 3270.00| 550.00000 3300.00 ENDWALL EW-12 | | | 0130 01120 68.000 LF | 27.80000 1890.40| 25.00000 1700.00| 23.00000 1564.00 12" PIPE | | | 0140 01150 26.000 LF | 34.80000 904.80| 27.60000 717.60| 40.00000 1040.00 15" PIPE | | | 0150 01152 90.000 LF | 44.80000 4032.00| 36.05000 3244.50| 26.00000 2340.00 15" CONC. PIPE | | | 0160 01180 209.000 LF | 46.85000 9791.65| 65.70000 13731.30| 41.00000 8569.00 18" PIPE | | | 0170 01182 512.000 LF | 47.20000 24166.40| 51.75000 26496.00| 31.00000 15872.00 18" CONC. PIPE | | | 0180 01240 68.000 LF | 64.60000 4392.80| 108.00000 7344.00| 46.00000 3128.00 24" PIPE | | | 0190 01242 233.000 LF | 62.65000 14597.45| 84.60000 19711.80| 47.00000 10951.00 24" CONC. PIPE | | | 0200 01602 320.000 LF | 216.20000 69184.00| 251.00000 80320.00| 239.00000 76480.00 60" CONC. PIPE | | | 0210 02091 2.000 EA | 9555.00000 19110.00| 12570.00000 25140.00| 9100.00000 18200.00 NS PIPE PIPE PRECAST EW-7S | | | 0220 06180 4.000 EA | 305.00000 1220.00| 390.00000 1560.00| 400.00000 1600.00 18" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -3 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 06181 3.000 EA | 655.00000 1965.00| 850.00000 2550.00| 750.00000 2250.00 18" END SECTION ES-1 | | | 0240 06240 2.000 EA | 410.00000 820.00| 510.00000 1020.00| 550.00000 1100.00 24" END SECTION ES-1 OR 2 | | | 0250 06241 1.000 EA | 820.00000 820.00| 1040.00000 1040.00| 950.00000 950.00 24" END SECTION ES-1 | | | 0260 06815 1.000 EA | 2700.00000 2700.00| 2485.00000 2485.00| 2050.00000 2050.00 DROP INLET DI-3A | | | 0270 06818 1.000 EA | 3560.00000 3560.00| 3350.00000 3350.00| 2775.00000 2775.00 DROP INLET DI-3B,L=6' | | | 0280 06819 1.000 EA | 3440.00000 3440.00| 3315.00000 3315.00| 2650.00000 2650.00 DROP INLET DI-3B,L=8' | | | 0290 07506 2.000 EA | 3235.00000 6470.00| 2765.00000 5530.00| 2550.00000 5100.00 DROP INLET DI-5 | | | 0300 09150 259.000 TON | 57.75000 14957.25| 73.25000 18971.75| 53.00000 13727.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0310 09152 230.000 TON | 61.05000 14041.50| 74.20000 17066.00| 55.00000 12650.00 EROSION CONTROL STONE CLASS II, EC-1 | | | 0320 10128 25423.000 TON | 20.35000 517358.05| 21.35000 542781.05| 20.25000 514815.75 AGGR. BASE MATL. TY. I NO. 21B | | | 0330 10250 2990.000 TON | 22.90000 68471.00| 22.30000 66677.00| 25.00000 74750.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0340 10495 120.000 HR | 25.25000 3030.00| 30.40000 3648.00| 25.50000 3060.00 PILOT VEHICLES | | | 0350 10630 364.000 SY | 8.55000 3112.20| 8.25000 3003.00| 5.00000 1820.00 FLEXIBLE PAVEMENT PLANING | | | 0360 10635 2226.000 TON | 95.55000 212694.30| 92.00000 204792.00| 90.00000 200340.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0370 10642 12525.000 TON | 84.70000 1060867.50| 79.20000 991980.00| 80.50000 1008262.50 ASPHALT CONCRETE TY. BM-25.0A | | | 0380 11070 478.000 LF | 3.00000 1434.00| 3.20000 1529.60| 5.00000 2390.00 NS SAW CUT SAW CUT ASPHALT CONC. | | | (DEPTH 4.5") | | | 0390 11070 319.000 LF | 2.00000 638.00| 2.55000 813.45| 5.00000 1595.00 NS SAW CUT SAW CUT ASPHALT CONC. | | | (DEPTH 2") | | | 0400 12030 480.000 LF | 14.85000 7128.00| 15.00000 7200.00| 12.25000 5880.00 STD. CURB CG-3 | | | 0410 12032 127.000 LF | 14.85000 1885.95| 15.00000 1905.00| 12.25000 1555.75 RADIAL CURB CG-3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -4 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 12700 367.000 LF | 15.40000 5651.80| 16.00000 5872.00| 13.25000 4862.75 STD. COMB. CURB & GUTTER CG-7 | | | 0430 12710 62.000 LF | 15.40000 954.80| 16.00000 992.00| 13.25000 821.50 RADIAL COMB. CURB & GUTTER CG-7 | | | 0440 13215 8.000 EA | 75.00000 600.00| 115.00000 920.00| 175.00000 1400.00 MAILBOX POST, SINGLE | | | 0450 13320 1033.000 LF | 20.00000 20660.00| 19.30000 19936.90| 19.00000 19627.00 GUARDRAIL GR-2 | | | 0460 13331 212.000 LF | 21.40000 4536.80| 20.60000 4367.20| 20.00000 4240.00 RAD. GUARDRAIL GR-2 | | | 0470 13345 6.000 EA | 2620.00000 15720.00| 2525.00000 15150.00| 2500.00000 15000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0480 13383 4.000 EA | 2355.00000 9420.00| 2060.00000 8240.00| 2050.00000 8200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0490 13400 440.000 LF | 2.70000 1188.00| 2.60000 1144.00| 3.00000 1320.00 NS GUARDRAIL GUARDRAIL REMOVE EXISTING | | | 0500 13460 79.000 LF | 92.60000 7315.40| 135.00000 10665.00| 127.00000 10033.00 MEDIAN BARRIER MB-7D | | | 0510 13604 4.000 EA | 3500.00000 14000.00| 3000.00000 12000.00| 8000.00000 32000.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0520 24100 200.000 HR | 36.70000 7340.00| 57.80000 11560.00| 30.00000 6000.00 ALLAYING DUST | | | 0530 24152 4.000 EA | 100.00000 400.00| 470.00000 1880.00| 325.00000 1300.00 TYPE III BARRICADE 8' | | | 0540 24160 497.000 SF | 28.55000 14189.35| 27.35000 13592.95| 17.50000 8697.50 CONSTRUCTION SIGNS | | | 0550 24260 498.000 TON | 21.75000 10831.50| 25.20000 12549.60| 24.00000 11952.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0560 24278 42036.000 DAY | 0.50000 21018.00| 0.45000 18916.20| 0.65000 27323.40 GROUP 2 CHANNELIZING DEVICES | | | 0570 24279 300.000 HR | 13.00000 3900.00| 6.00000 1800.00| 16.00000 4800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0580 24282 4224.000 HR | 17.10000 72230.40| 19.80000 83635.20| 18.75000 79200.00 FLAGGER SERVICE | | | 0590 24287 10500.000 DAY | 0.35000 3675.00| 0.70000 7350.00| 1.00000 10500.00 WARNING LIGHT TY. A | | | 0600 24297 1003.000 LF | 26.65000 26729.95| 19.00000 19057.00| 24.00000 24072.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -5 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 24430 3586.000 SY | 2.70000 9682.20| 3.00000 10758.00| 13.00000 46618.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0620 25506 14.000 MO | 1510.00000 21140.00| 1410.00000 19740.00| 2450.00000 34300.00 FIELD OFFICE TY.II | | | 0630 27102 954.000 LB | 15.35000 14643.90| 11.00000 10494.00| 14.00000 13356.00 REGULAR SEED | | | 0640 27103 596.000 LB | 1.70000 1013.20| 2.50000 1490.00| 1.50000 894.00 OVERSEEDING | | | 0650 27215 2.000 TON | 280.00000 560.00| 1150.00000 2300.00| 255.00000 510.00 FERTILIZER(15-30-15) | | | 0660 27250 11.000 TON | 55.00000 605.00| 195.00000 2145.00| 51.00000 561.00 LIME | | | 0670 27284 2163.000 SY | 0.60000 1297.80| 0.40000 865.20| 2.00000 4326.00 EROSION CONTROL MULCH | | | 0680 27321 1508.000 SY | 1.45000 2186.60| 3.20000 4825.60| 3.25000 4901.00 PROTECTIVE COVERING EC-2 | | | 0690 27337 1025.000 SY | 2.85000 2921.25| 0.01000 10.25| 21.50000 22037.50 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0700 27340 1016.000 CY | 9.00000 9144.00| 0.01000 10.16| 5.00000 5080.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0710 27410 2.000 EA | 600.00000 1200.00| 1500.00000 3000.00| 2300.00000 4600.00 CHECK DAM, ROCK TY. I | | | 0720 27415 21.000 EA | 80.00000 1680.00| 275.00000 5775.00| 350.00000 7350.00 CHECK DAM(ROCK) TY. II | | | 0730 27422 4.000 EA | 500.00000 2000.00| 2650.00000 10600.00| 1500.00000 6000.00 DEWATERING BASIN | | | 0740 27430 4292.000 CY | 2.50000 10730.00| 13.05000 56010.60| 5.00000 21460.00 SILTATION CONTROL EXCAVATION | | | 0750 27450 2.000 EA | 100.00000 200.00| 260.00000 520.00| 600.00000 1200.00 DROP INLET SILT TRAP, TYPE A | | | 0760 27460 2.000 EA | 100.00000 200.00| 265.00000 530.00| 650.00000 1300.00 DROP INLET SILT TRAP, TYPE B | | | 0770 27505 1185.000 LF | 1.25000 1481.25| 2.10000 2488.50| 2.65000 3140.25 TEMP. SILT FENCE | | | 0780 27506 20796.000 LF | 1.15000 23915.40| 1.60000 33273.60| 2.00000 41592.00 TEMP. FILTER BARRIER | | | 0790 27580 302.000 CY | 5.00000 1510.00| 15.30000 4620.60| 10.00000 3020.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0800 40060 50.000 LF | 61.90000 3095.00| 97.30000 4865.00| 62.00000 3100.00 6" WATER MAIN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -6 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 40080 755.000 LF | 52.65000 39750.75| 75.00000 56625.00| 34.00000 25670.00 8" WATER MAIN | | | 0820 40120 203.000 LF | 99.05000 20107.15| 118.00000 23954.00| 72.00000 14616.00 12" WATER MAIN | | | 0830 41006 1.000 EA | 990.00000 990.00| 1255.00000 1255.00| 1025.00000 1025.00 6" GATE VALVE & BOX | | | 0840 41008 5.000 EA | 1340.00000 6700.00| 1700.00000 8500.00| 1350.00000 6750.00 8" GATE VALVE & BOX | | | 0850 41012 1.000 EA | 2360.00000 2360.00| 2720.00000 2720.00| 1900.00000 1900.00 12" GATE VALVE & BOX | | | 0860 45562 45.000 LF | 190.00000 8550.00| 235.00000 10575.00| 116.00000 5220.00 16" STEEL ENCASE. PIPE | | | 0870 45582 45.000 LF | 205.00000 9225.00| 225.00000 10125.00| 140.00000 6300.00 24" STEEL ENCASE. PIPE | | | 0880 50108 90.000 SF | 18.00000 1620.00| 17.30000 1557.00| 29.00000 2610.00 SIGN PANEL | | | 0890 50867 16.000 EA | 100.00000 1600.00| 100.00000 1600.00| 125.00000 2000.00 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0900 50900 154.000 LF | 45.00000 6930.00| 42.25000 6506.50| 21.00000 3234.00 NS TRAFFIC SIGN TRAFFIC SIGN SQ TUBE | | | STEEL SIGN POST 2 1/2" X 2 1/2" | | | 0910 50900 30.000 LF | 51.00000 1530.00| 49.50000 1485.00| 21.00000 630.00 NS TRAFFIC SIGN TRAFFIC SIGN SQ TUBE | | | STEEL SIGN POST 2 3/16"X2 3/16 | | | 0920 50900 36.000 LF | 60.00000 2160.00| 57.70000 2077.20| 21.00000 756.00 NS TRAFFIC SIGN TRAFFIC SIGN SQ TUBE | | | STEEL SIGN POST 2 3/16"X3 3/16 | | | 0930 50902 5.000 EA | 150.00000 750.00| 145.00000 725.00| 275.00000 1375.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | STRUCT. MA-A | | | 0940 54032 12300.000 LF | 0.50000 6150.00| 0.50000 6150.00| 0.50000 6150.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0950 54042 465.000 LF | 4.45000 2069.25| 4.30000 1999.50| 4.25000 1976.25 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0960 54105 17264.000 LF | 0.50000 8632.00| 0.50000 8632.00| 0.50000 8632.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0970 54300 8.000 EA | 76.00000 608.00| 75.00000 600.00| 100.00000 800.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B02 -7 TABULATION OF BIDS CALL ORDER : B02 CONTRACT ID : C00011217C04 COUNTIES : FAUQUIER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) R011 |( 2 ) G181 |( 3 ) F451 |R. L. RIDER & COMPANY |GENERAL EXCAVATION, INC. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 54400 4.000 EA | 280.00000 1120.00| 275.00000 1100.00| 300.00000 1200.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0990 54512 36740.000 LF | 1.00000 36740.00| 1.00000 36740.00| 1.00000 36740.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | SECTION TOTALS | $ 3,143,605.00| $ 3,260,008.46| $ 3,472,873.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,143,605.00| $ 3,260,008.46| $ 3,472,873.95 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B03 -1 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00086169C01 COUNTIES : WISE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : (NFO) BR01-097-331, C501 FED # BH-BR01(222) CONTRACT DESCRIPTION: PROPOSED SUPERSTRUCTURE REPLACEMENT OVER CALLAHAN CREEK 0.24 MI. N. OF RTE. 23 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 1,467,213.83 100.0000% 2 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,786,397.50 121.7544% ==================================================================================================================================== |( 1 ) E155 |( 2 ) F016 |( ) |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL BID ITEMS | | | 0010 00100 LUMP| 77500.00000 77500.00| 120000.00000 120000.00| MOBILIZATION | | | 0020 00101 LUMP| 10934.00000 10934.00| 7000.00000 7000.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00150 27.000 CY | 50.00000 1350.00| 300.00000 8100.00| EMBANKMENT | | | 0040 10128 271.000 TON | 20.00000 5420.00| 28.00000 7588.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10609 57.000 TON | 298.10000 16991.70| 300.00000 17100.00| ASPHALT CONCRETE TY. SM-12.5E (76-22) | | | 0060 10610 80.000 TON | 220.00000 17600.00| 220.00000 17600.00| ASPHALT CONCRETE TY. IM-19.0A | | | 0070 10642 234.000 TON | 134.20000 31402.80| 140.00000 32760.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0080 12020 20.000 LF | 50.00000 1000.00| 60.00000 1200.00| STD. CURB CG-2 | | | 0090 12022 20.000 LF | 50.00000 1000.00| 65.00000 1300.00| RADIAL CURB CG-2 | | | 0100 12600 157.000 LF | 20.00000 3140.00| 60.00000 9420.00| STD. COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B03 -2 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00086169C01 COUNTIES : WISE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) F016 |( ) |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 12920 27.000 SY | 60.00000 1620.00| 150.00000 4050.00| ENTRANCE GUTTER CG-9B | | | 0120 13220 18.000 SY | 50.00000 900.00| 100.00000 1800.00| HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0130 13331 48.000 LF | 28.55000 1370.40| 33.00000 1584.00| RAD. GUARDRAIL GR-2 | | | 0140 13383 2.000 EA | 1980.00000 3960.00| 3300.00000 6600.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0150 13495 306.000 LF | 28.00000 8568.00| 55.00000 16830.00| TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0160 13630 2.000 EA | 7050.00000 14100.00| 9000.00000 18000.00| IMPACT ATTENUATOR SERVICE TYPE I-A | | | 0170 24160 223.000 SF | 16.00000 3568.00| 15.00000 3345.00| CONSTRUCTION SIGNS | | | 0180 24260 125.000 TON | 17.12000 2140.00| 28.00000 3500.00| CR. RUN AGGR. NO. 25 OR 26 | | | 0190 24278 7230.000 DAY | 1.00000 7230.00| 0.50000 3615.00| GROUP 2 CHANNELIZING DEVICES | | | 0200 24282 1000.000 HR | 13.00000 13000.00| 17.00000 17000.00| FLAGGER SERVICE | | | 0210 24297 537.000 LF | 20.00000 10740.00| 32.00000 17184.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0220 24430 798.000 SY | 3.00000 2394.00| 5.00000 3990.00| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0230 25506 16.000 MO | 1400.00000 22400.00| 1400.00000 22400.00| FIELD OFFICE TY.II | | | 0240 27422 2.000 EA | 500.00000 1000.00| 1300.00000 2600.00| DEWATERING BASIN | | | 0250 27430 37.000 CY | 1.00000 37.00| 1.00000 37.00| SILTATION CONTROL EXCAVATION | | | 0260 27505 167.000 LF | 3.00000 501.00| 3.00000 501.00| TEMP. SILT FENCE | | | 0270 51911 85.000 LF | 5.00000 425.00| 10.00000 850.00| NS SAW CUT SAW CUT ASPH. CONC. DEPTH 4" | | | 0280 51955 LUMP| 39840.00000 39840.00| 40000.00000 40000.00| TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0290 54032 1316.000 LF | 3.85000 5066.60| 4.00000 5264.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B03 -3 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00086169C01 COUNTIES : WISE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) F016 |( ) |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 54105 2880.000 LF | 1.16000 3340.80| 1.20000 3456.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0310 54217 6.000 EA | 55.00000 330.00| 55.00000 330.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0320 54242 44.000 EA | 3.30000 145.20| 3.30000 145.20| TEMP. PAVE. MARKER 2 WAY | | | 0330 54510 834.000 LF | 1.16000 967.44| 1.20000 1000.80| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0340 54514 3126.000 LF | 2.31000 7221.06| 2.25000 7033.50| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0350 54522 216.000 LF | 8.25000 1782.00| 8.25000 1782.00| CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0360 60404 201.000 CY | 745.00000 149745.00| 885.00000 177885.00| CONCRETE CLASS A4 | | | 0370 60490 619.000 SY | 6.60000 4085.40| 7.00000 4333.00| BRIDGE DECK GROOVING | | | 0380 61705 46240.000 LB | 1.49000 68897.60| 1.60000 73984.00| EPOXY COATED REINF. STEEL | | | * | | | 0390 61812 141600.000 LS | 465500.00000 465500.00| 579000.00000 579000.00| STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 0400 62021 293.000 LF | 205.36000 60170.48| 270.00000 79110.00| NS RAILING RAILING (BR27D) | | | 0410 62491 221.000 LF | 228.88000 50582.48| 255.00000 56355.00| ELASTOMERIC EXPANSION DAM 0"-2" | | | 0420 67904 LUMP| 1.00000 1.00| 10000.00000 10000.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY CAUSEWAY A | | | 0430 67904 LUMP| 1.00000 1.00| 9000.00000 9000.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY CAUSEWAY B | | | 0440 67904 LUMP| 8000.00000 8000.00| 75000.00000 75000.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0450 67904 LUMP| 44288.47000 44288.47| 65000.00000 65000.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS WATERLINE SYSTEM, STR. NO. | | | 1053 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B03 -4 TABULATION OF BIDS CALL ORDER : B03 CONTRACT ID : C00086169C01 COUNTIES : WISE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) F016 |( ) |ELK KNOB, INC. |FORT CHISWELL CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 68476 LUMP| 25300.00000 25300.00| 8000.00000 8000.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1053 | | | 0470 68492 LUMP| 2200.00000 2200.00| 550.00000 550.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1053, TYPE B | | | 0480 68900 LUMP| 130000.00000 130000.00| 160000.00000 160000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 1053 | | | 0490 69011 66.000 CY | 30.00000 1980.00| 30.00000 1980.00| STRUCTURE EXCAVATION | | | 0500 69030 84.000 CY | 1500.00000 126000.00| 800.00000 67200.00| CONCRETE CLASS A3 | | | 0510 69105 7690.000 LB | 1.46000 11227.40| 1.50000 11535.00| EPOXY COATED REINF. STEEL | | | 0520 69620 1.000 EA | 250.00000 250.00| 2500.00000 2500.00| COFFERDAM | | | SECTION TOTALS | $ 1,467,213.83| $ 1,786,397.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,467,213.83| $ 1,786,397.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B04 -1 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : CM108BRA39542 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/09 COMPLETION DATE PROJECT(S) : 0016-086-1020,SR01 FED # NONE CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT; RTE. 16 BRIDGE OVER CRESSY CREEK 0.05 MI. N. RTE. 601 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 306,556.78 100.0000% 2 K065 KEN CONSTRUCTION CO., INC. $ 385,266.74 125.6755% 3 I204 INLAND CONSTRUCTION, INC. $ 391,421.00 127.6830% 4 B728 D. A. BROWN, INC. $ 416,251.65 135.7829% 5 D172 DLB, INC. $ 429,621.50 140.1442% 6 C174 CLECO CORPORATION $ 495,065.00 161.4921% 7 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 503,968.20 164.3964% ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) I204 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |INLAND CONSTRUCTION, 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| 25000.00000 25000.00| 50000.00000 50000.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 00101 LUMP| 3190.00000 3190.00| 5000.00000 5000.00| 3000.00000 3000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10607 30.000 TON | 414.70000 12441.00| 400.00000 12000.00| 540.00000 16200.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 467.000 SY | 15.00000 7005.00| 14.50000 6771.50| 19.00000 8873.00 FLEXIBLE PAVEMENT PLANING | | | 0050 13312 1.000 EA | 2728.00000 2728.00| 2480.00000 2480.00| 2857.00000 2857.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13320 275.000 LF | 23.10000 6352.50| 21.00000 5775.00| 28.60000 7865.00 GUARDRAIL GR-2 | | | 0070 13345 1.000 EA | 2970.00000 2970.00| 2700.00000 2700.00| 3300.00000 3300.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B04 -2 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : CM108BRA39542 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) I204 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |INLAND CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13346 1.000 EA | 220.00000 220.00| 200.00000 200.00| 400.00000 400.00 REMOVE GR-7 TERMINAL | | | 0090 13383 4.000 EA | 2530.00000 10120.00| 2300.00000 9200.00| 2750.00000 11000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0100 13495 120.000 LF | 26.00000 3120.00| 30.00000 3600.00| 45.70000 5484.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0110 13605 2.000 EA | 5750.00000 11500.00| 4000.00000 8000.00| 17500.00000 35000.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0120 24152 2.000 EA | 275.00000 550.00| 300.00000 600.00| 550.00000 1100.00 TYPE III BARRICADE 8' | | | 0130 24160 630.000 SF | 14.00000 8820.00| 13.00000 8190.00| 33.00000 20790.00 CONSTRUCTION SIGNS | | | 0140 24278 3000.000 DAY | 1.00000 3000.00| 0.75000 2250.00| 0.50000 1500.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24282 360.000 HR | 12.50000 4500.00| 50.00000 18000.00| 21.00000 7560.00 FLAGGER SERVICE | | | 0160 24290 300.000 LF | 18.00000 5400.00| 25.00000 7500.00| 35.00000 10500.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0170 24601 425.000 LF | 2.00000 850.00| 3.50000 1487.50| 2.00000 850.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | 0180 27430 34.000 CY | 0.10000 3.40| 0.01000 0.34| 15.00000 510.00 SILTATION CONTROL EXCAVATION | | | 0190 27505 200.000 LF | 2.50000 500.00| 4.00000 800.00| 3.00000 600.00 TEMP. SILT FENCE | | | 0200 51955 LUMP| 28160.00000 28160.00| 40000.00000 40000.00| 40000.00000 40000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0210 54020 1600.000 LF | 1.05000 1680.00| 0.95000 1520.00| 2.00000 3200.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0220 54032 480.000 LF | 4.40000 2112.00| 4.00000 1920.00| 1.00000 480.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0230 54105 400.000 LF | 1.16000 464.00| 3.00000 1200.00| 1.00000 400.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0240 54217 2.000 EA | 55.00000 110.00| 50.00000 100.00| 50.00000 100.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0250 54240 24.000 EA | 3.30000 79.20| 3.00000 72.00| 30.00000 720.00 TEMP. PAVE. MARKER 1 WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B04 -3 TABULATION OF BIDS CALL ORDER : B04 CONTRACT ID : CM108BRA39542 COUNTIES : SMYTH LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) I204 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |INLAND CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 54510 1600.000 LF | 1.16000 1856.00| 1.05000 1680.00| 3.00000 4800.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0270 54522 24.000 LF | 8.25000 198.00| 7.60000 182.40| 13.00000 312.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0280 60404 93.000 CY | 600.00000 55800.00| 800.00000 74400.00| 1300.00000 120900.00 CONCRETE CLASS A4 | | | 0290 60490 123.000 SY | 27.76000 3414.48| 16.00000 1968.00| 10.00000 1230.00 BRIDGE DECK GROOVING | | | 0300 61705 18200.000 LB | 1.54000 28028.00| 1.50000 27300.00| 1.75000 31850.00 EPOXY COATED REINF. STEEL | | | * | | | 0310 62033 94.000 L.F.| 95.00000 8930.00| 125.00000 11750.00| 130.00000 12220.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0320 67904 LUMP| 5000.00000 5000.00| 13000.00000 13000.00| 10000.00000 10000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY SHORING | | | 0330 68900 LUMP| 40000.00000 40000.00| 47000.00000 47000.00| 4000.00000 4000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1020 | | | 0340 69009 46.000 CY | 45.00000 2070.00| 50.00000 2300.00| 40.00000 1840.00 POROUS BACKFILL | | | 0350 69011 50.000 CY | 25.00000 1250.00| 100.00000 5000.00| 30.00000 1500.00 STRUCTURE EXCAVATION | | | 0360 69030 10.000 CY | 1800.00000 18000.00| 1000.00000 10000.00| 850.00000 8500.00 CONCRETE CLASS A3 | | | 0370 69105 880.000 LB | 1.29000 1135.20| 1.50000 1320.00| 2.25000 1980.00 EPOXY COATED REINF. STEEL | | | SECTION TOTALS | $ 306,556.78| $ 385,266.74| $ 391,421.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,556.78| $ 385,266.74| $ 391,421.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B05 -1 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : CM108BRA39698 COUNTIES : GRAYSON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/01/09 COMPLETION DATE PROJECT(S) : 0058-038-1010,SR01 FED # NONE CONTRACT DESCRIPTION: SUPERSTR. REPL.; RTE. 58 BRIDGE OVER PEACH BOTTOM CREEK 0.08 MI. W. RTE. 888 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 1,234,057.29 100.0000% 2 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 1,235,134.50 100.0873% 3 D172 DLB, INC. $ 1,262,421.40 102.2984% 4 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 1,365,552.20 110.6555% 5 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,399,155.30 113.3785% 6 S147 SMITH-ROWE, INC. $ 1,446,709.50 117.2320% 7 B728 D. A. BROWN, INC. $ 1,554,866.10 125.9963% 8 C174 CLECO CORPORATION $ 2,321,331.00 188.1056% ==================================================================================================================================== |( 1 ) E155 |( 2 ) V037 |( 3 ) D172 |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONS |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| 92500.00000 92500.00| 60000.00000 60000.00| 90000.00000 90000.00 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 4290.00000 4290.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10128 200.000 TON | 25.00000 5000.00| 47.30000 9460.00| 30.00000 6000.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10607 107.000 TON | 214.50000 22951.50| 190.00000 20330.00| 195.00000 20865.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0050 10630 400.000 SY | 20.00000 8000.00| 17.60000 7040.00| 12.50000 5000.00 FLEXIBLE PAVEMENT PLANING | | | 0060 10642 127.000 TON | 170.50000 21653.50| 167.00000 21209.00| 170.00000 21590.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 13315 2.000 EA | 715.00000 1430.00| 935.00000 1870.00| 960.00000 1920.00 GUARDRAIL TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B05 -2 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : CM108BRA39698 COUNTIES : GRAYSON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V037 |( 3 ) D172 |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONS |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13320 133.000 LF | 24.15000 3211.95| 25.00000 3325.00| 25.00000 3325.00 GUARDRAIL GR-2 | | | 0090 13331 38.000 LF | 28.55000 1084.90| 31.00000 1178.00| 31.00000 1178.00 RAD. GUARDRAIL GR-2 | | | 0100 13383 4.000 EA | 1870.00000 7480.00| 2750.00000 11000.00| 2800.00000 11200.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 13495 315.000 LF | 30.00000 9450.00| 93.50000 29452.50| 37.00000 11655.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0120 13605 4.000 EA | 5500.00000 22000.00| 8250.00000 33000.00| 6600.00000 26400.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0130 24160 387.000 SF | 14.00000 5418.00| 29.50000 11416.50| 17.00000 6579.00 CONSTRUCTION SIGNS | | | 0140 24278 3105.000 DAY | 0.50000 1552.50| 1.00000 3105.00| 1.00000 3105.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24282 750.000 HR | 12.50000 9375.00| 12.50000 9375.00| 12.00000 9000.00 FLAGGER SERVICE | | | 0160 24297 360.000 LF | 20.00000 7200.00| 93.50000 33660.00| 26.00000 9360.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0170 24601 240.000 LF | 2.00000 480.00| 5.50000 1320.00| 2.00000 480.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL * | | | 0180 51955 LUMP| 31900.00000 31900.00| 46200.00000 46200.00| 45000.00000 45000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0190 54020 832.000 LF | 1.38000 1148.16| 2.00000 1664.00| 1.40000 1164.80 TYPE A PAVEMENT LINE MARKING 4" | | | 0200 54105 915.000 LF | 1.16000 1061.40| 1.30000 1189.50| 1.20000 1098.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54242 40.000 EA | 3.30000 132.00| 10.00000 400.00| 2.40000 96.00 TEMP. PAVE. MARKER 2 WAY | | | 0220 54510 1200.000 LF | 1.16000 1392.00| 1.30000 1560.00| 1.20000 1440.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0230 54522 24.000 LF | 8.25000 198.00| 11.00000 264.00| 8.50000 204.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0240 68023 325.000 LF | 90.00000 29250.00| 106.00000 34450.00| 115.00000 37375.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0250 68040 196.000 CY | 700.00000 137200.00| 773.00000 151508.00| 910.00000 178360.00 CONCRETE CLASS A4 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B05 -3 TABULATION OF BIDS CALL ORDER : B05 CONTRACT ID : CM108BRA39698 COUNTIES : GRAYSON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) V037 |( 3 ) D172 |ELK KNOB, INC. |JAMES R. VANNOY & SONS CONS |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 68090 786.000 SY | 2.93000 2302.98| 5.00000 3930.00| 4.00000 3144.00 BRIDGE DECK GROOVING | | | 0270 68105 56190.000 LB | 1.62000 91027.80| 1.40000 78666.00| 1.42000 79789.80 EPOXY COATED REINF. STEEL | | | 0280 68114 149970.000 LS | 406000.00000 406000.00| 403300.00000 403300.00| 408000.00000 408000.00 STR. STEEL ROLLED BEAM ASTM A709 GRADE | | | 50W | | | 0290 68265 55.000 CY | 485.00000 26675.00| 432.00000 23760.00| 550.00000 30250.00 CONC. CLASS A-4 BRIDGE APPR. SLAB | | | 0300 68270 12020.000 LB | 1.18000 14183.60| 1.50000 18030.00| 1.10000 13222.00 REINF. STEEL BRIDGE APPR. SLAB | | | * | | | 0310 68476 LUMP| 6600.00000 6600.00| 3300.00000 3300.00| 2500.00000 2500.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 1010 | | | 0320 68492 LUMP| 297.00000 297.00| 6900.00000 6900.00| 1400.00000 1400.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 1010, TY. B | | | 0330 68552 132.000 LF | 215.00000 28380.00| 257.00000 33924.00| 205.00000 27060.00 ELASTOMERIC EXPANSION DAM 2+"-3" | | | 0340 68900 LUMP| 160000.00000 160000.00| 102200.00000 102200.00| 115000.00000 115000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1010 | | | 0350 69009 100.000 CY | 40.00000 4000.00| 65.00000 6500.00| 40.00000 4000.00 POROUS BACKFILL | | | 0360 69011 110.000 CY | 40.00000 4400.00| 102.00000 11220.00| 35.00000 3850.00 STRUCTURE EXCAVATION | | | 0370 69030 51.000 CY | 1000.00000 51000.00| 663.00000 33813.00| 1250.00000 63750.00 CONCRETE CLASS A3 | | | 0380 69100 1810.000 LB | 1.18000 2135.80| 1.60000 2896.00| 1.12000 2027.20 REINF. STEEL | | | 0390 69105 2370.000 LB | 1.26000 2986.20| 1.70000 4029.00| 1.28000 3033.60 EPOXY COATED REINF. STEEL | | | 0400 69500 4.000 SY | 2000.00000 8000.00| 1100.00000 4400.00| 2000.00000 8000.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 1,234,057.29| $ 1,235,134.50| $ 1,262,421.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,234,057.29| $ 1,235,134.50| $ 1,262,421.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/02/09 PAGE : B08 -1 TABULATION OF BIDS CALL ORDER : B08 CONTRACT ID : C00086067N01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 06/16/09 COMPLETION DATE PROJECT(S) : (FO)PM04-058-326,N501 FED # STP-PM04-(227) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPAIR OVER RTE. 629. DECK REHAB; MINOR BEAM FROM: 3.2 MI. FROM RTE. 903 TO:4.90 MI TO RTE. 58 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 925,754.00 100.0000% 2 M683 M. D. MILLER CO., INC. $ 935,946.00 101.1009% 3 C174 CLECO CORPORATION $ 1,206,755.00 130.3537% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 1,584,996.50 171.2114% 5 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 1,987,670.00 214.7082% ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) C174 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |CLECO 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| 69000.00000 69000.00| 123720.00000 123720.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 10630 934.000 SY | 5.00000 4670.00| 15.00000 14010.00| 15.00000 14010.00 FLEXIBLE PAVEMENT PLANING | | | 0030 10636 116.000 TON | 265.00000 30740.00| 295.00000 34220.00| 250.00000 29000.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0040 13383 4.000 EA | 2400.00000 9600.00| 4000.00000 16000.00| 3000.00000 12000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0050 13384 4.000 EA | 1527.00000 6108.00| 600.00000 2400.00| 1100.00000 4400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0060 24265 LUMP| 19000.00000 19000.00| 13000.00000 13000.00| 45000.00000 45000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2004 | | | 0070 24265 LUMP| 19000.00000 19000.00| 13000.00000 13000.00| 45000.00000 45000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 2005 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 04/02/09 PAGE : B08 -2 TABULATION OF BIDS CALL ORDER : B08 CONTRACT ID : C00086067N01 COUNTIES : MECKLENBURG LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) M683 |( 3 ) C174 |LANFORD BROTHERS COMPANY, I |M. D. MILLER CO., INC. |CLECO CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24279 1000.000 HR | 14.00000 14000.00| 10.00000 10000.00| 15.00000 15000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0090 54076 1400.000 LF | 5.25000 7350.00| 6.00000 8400.00| 5.00000 7000.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0100 62110 LUMP| 14000.00000 14000.00| 11200.00000 11200.00| 15000.00000 15000.00 NS CONC. SURFACE COLOR COATING CONC. | | | SURF.COLOR COATING STR. NO. 2004 | | | 0110 62110 LUMP| 14000.00000 14000.00| 11200.00000 11200.00| 15000.00000 15000.00 NS CONC. SURFACE COLOR COATING CONC. | | | SURF.COLOR COATING STR. NO. 2005 | | | 0120 68240 116.000 TON | 1125.00000 130500.00| 1225.00000 142100.00| 1100.00000 127600.00 NS ASPHALT CONCRETE ASPHALT CONCRETE | | | ASPHALT WATERPROOF MIX | | | 0130 68258 1162.000 SY | 6.00000 6972.00| 8.00000 9296.00| 15.00000 17430.00 REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0140 68317 725.000 SY | 12.00000 8700.00| 8.00000 5800.00| 15.00000 10875.00 NS MILLING MILLING TYPE A MILLING 1/2" | | | 0150 68320 174.000 SY | 250.00000 43500.00| 400.00000 69600.00| 400.00000 69600.00 TYPE B PATCHING | | | 0160 68330 58.000 SY | 600.00000 34800.00| 690.00000 40020.00| 600.00000 34800.00 TYPE C PATCHING | | | 0170 68400 581.000 SY | 30.00000 17430.00| 40.00000 23240.00| 40.00000 23240.00 WATERPROOFING | | | 0180 68571 198.000 LF | 112.00000 22176.00| 130.00000 25740.00| 400.00000 79200.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. ABUTMENT | | | 0190 68571 198.000 LF | 196.00000 38808.00| 300.00000 59400.00| 500.00000 99000.00 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. PIER | | | 0200 68580 34.000 EA | 1200.00000 40800.00| 1100.00000 37400.00| 5000.00000 170000.00 BEAM END REPAIR | | | 0210 68590 34.000 EA | 525.00000 17850.00| 500.00000 17000.00| 1000.00000 34000.00 JACKING AND BLOCKING | | | 0220 68600 30.000 SY | 1200.00000 36000.00| 700.00000 21000.00| 800.00000 24000.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0230 68904 40.000 EA | 1550.00000 62000.00| 2600.00000 104000.00| 3000.00000 120000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DIAPHRAGM REPLACEMENT | | | 0240 69500 207.000 SY | 1250.00000 258750.00| 600.00000 124200.00| 800.00000 165600.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 925,754.00| $ 935,946.00| $ 1,206,755.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 925,754.00| $ 935,946.00| $ 1,206,755.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B15 -1 TABULATION OF BIDS CALL ORDER : B15 CONTRACT ID : C00089223N01 COUNTIES : SALEM LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/15/09 COMPLETION DATE PROJECT(S) : (NFO) 0081-962-009, N501 FED # IM-962-2(048) CONTRACT DESCRIPTION: UPGRADE GUARDRAIL TERMINALS FROM: ROCKBRIDGE/ BOTETOURT COUNTY LINE TO: MONTGOMERY/ ROANOKE COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R975 RITE WAY FENCE, INC. $ 1,039,509.50 100.0000% 2 M004 MAKCO, INCORPORATED $ 1,071,320.00 103.0601% 3 S463 SELCO CONSTRUCTION SERVICES, INC. $ 1,074,714.25 103.3867% 4 A880 A & P SERVICES, LLC $ 1,263,630.00 121.5602% 5 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 1,369,895.00 131.7828% ==================================================================================================================================== |( 1 ) R975 |( 2 ) M004 |( 3 ) S463 |RITE WAY FENCE, INC. |MAKCO, INCORPORATED |SELCO CONSTRUCTION SERVICES, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL BID ITEMS | | | 0010 00100 LUMP| 25000.00000 25000.00| 59025.00000 59025.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 10606 320.000 TON | 225.00000 72000.00| 280.00000 89600.00| 240.00000 76800.00 ASPHALT CONCRETE TY. SM-9.5 | | | 0030 13310 13.000 LF | 100.00000 1300.00| 100.00000 1300.00| 86.00000 1118.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13312 1.000 EA | 2100.00000 2100.00| 2500.00000 2500.00| 2400.00000 2400.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0050 13315 34.000 EA | 850.00000 28900.00| 900.00000 30600.00| 650.00000 22100.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 32350.000 LF | 19.45000 629207.50| 18.50000 598475.00| 21.95000 710082.50 GUARDRAIL GR-2 | | | 0070 13331 125.000 LF | 21.00000 2625.00| 20.00000 2500.00| 22.95000 2868.75 RAD. GUARDRAIL GR-2 | | | 0080 13345 48.000 EA | 2500.00000 120000.00| 2600.00000 124800.00| 2200.00000 105600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B15 -2 TABULATION OF BIDS CALL ORDER : B15 CONTRACT ID : C00089223N01 COUNTIES : SALEM LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) R975 |( 2 ) M004 |( 3 ) S463 |RITE WAY FENCE, INC. |MAKCO, INCORPORATED |SELCO CONSTRUCTION SERVICES, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13349 49.000 EA | 500.00000 24500.00| 680.00000 33320.00| 350.00000 17150.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0100 13383 9.000 EA | 2000.00000 18000.00| 2000.00000 18000.00| 1795.00000 16155.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 13392 7.000 EA | 2400.00000 16800.00| 2000.00000 14000.00| 1895.00000 13265.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0120 24272 528.000 HR | 15.00000 7920.00| 10.00000 5280.00| 10.00000 5280.00 TRUCK MOUNTED ATTENUATOR | | | 0130 24278 1100.000 DAY | 1.00000 1100.00| 1.00000 1100.00| 1.00000 1100.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 528.000 HR | 15.00000 7920.00| 10.00000 5280.00| 8.00000 4224.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24281 528.000 HR | 4.00000 2112.00| 5.00000 2640.00| 7.00000 3696.00 ELECTRONIC ARROW | | | 0160 24502 9.000 EA | 500.00000 4500.00| 200.00000 1800.00| 100.00000 900.00 NS REMOVE EXIST. REMOVE EXIST. FIXED | | | OBJECT ATTACH. GR-FOA-1, TY. I | | | 0170 24502 7.000 EA | 500.00000 3500.00| 200.00000 1400.00| 100.00000 700.00 NS REMOVE EXIST. REMOVE EXIST. FIXED | | | OBJECT ATTACH. GR-FOA-2, TY. I | | | 0180 24601 25500.000 LF | 1.95000 49725.00| 2.50000 63750.00| 0.75000 19125.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0190 24702 1.000 EA | 250.00000 250.00| 200.00000 200.00| 100.00000 100.00 NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERMINAL GR-11 | | | 0200 24702 38.000 EA | 350.00000 13300.00| 250.00000 9500.00| 350.00000 13300.00 NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERMINAL GR-8, TY. I | | | 0210 24702 25.000 EA | 350.00000 8750.00| 250.00000 6250.00| 350.00000 8750.00 NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERMINAL GR-8, TY. II | | | SECTION TOTALS | $ 1,039,509.50| $ 1,071,320.00| $ 1,074,714.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,039,509.50| $ 1,071,320.00| $ 1,074,714.25 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B27 -1 TABULATION OF BIDS CALL ORDER : B27 CONTRACT ID : C00086274N01 COUNTIES : CARROLL LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/02/09 COMPLETION DATE PROJECT(S) : (NFO)0058-017-705, N501 FED # HSIP-017-2(011) CONTRACT DESCRIPTION: RTE. 58 WBL - CORRECT DRAINAGE PROBLEM 0.20 MI. E. RTE. 708 0.53 MI. E. RTE. 708 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 J101 J. C. JOYCE TRUCKING & PAVING CO. INC. $ 308,429.00 100.0000% 2 D172 DLB, INC. $ 321,704.50 104.3042% 3 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 358,533.00 116.2449% 4 F016 FORT CHISWELL CONSTRUCTION CORPORATION $ 487,141.00 157.9427% ==================================================================================================================================== |( 1 ) J101 |( 2 ) D172 |( 3 ) A013 |J. C. JOYCE TRUCKING & PAVI |DLB, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 30000.00000 30000.00| 22250.00000 22250.00| 27000.00000 27000.00 MOBILIZATION | | | 0020 01152 827.000 LF | 42.00000 34734.00| 55.00000 45485.00| 87.00000 71949.00 15" CONC. PIPE | | | 0030 01180 8.000 LF | 62.50000 500.00| 91.00000 728.00| 100.00000 800.00 18" PIPE | | | 0040 06820 1.000 EA | 4000.00000 4000.00| 3000.00000 3000.00| 6000.00000 6000.00 DROP INLET DI-3B,L=10' | | | 0050 06821 2.000 EA | 4250.00000 8500.00| 3300.00000 6600.00| 6000.00000 12000.00 DROP INLET DI-3B,L=12' | | | 0060 06822 1.000 EA | 5000.00000 5000.00| 3550.00000 3550.00| 6000.00000 6000.00 DROP INLET DI-3B,L=14' | | | 0070 06837 1.000 EA | 4500.00000 4500.00| 3300.00000 3300.00| 6000.00000 6000.00 DROP INLET DI-3C,L=10' | | | 0080 10630 7200.000 SY | 3.00000 21600.00| 4.25000 30600.00| 2.50000 18000.00 FLEXIBLE PAVEMENT PLANING | | | 0090 10636 608.000 TON | 120.00000 72960.00| 177.00000 107616.00| 170.00000 103360.00 ASPHALT CONCRETE TY. SM-9.5D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B27 -2 TABULATION OF BIDS CALL ORDER : B27 CONTRACT ID : C00086274N01 COUNTIES : CARROLL LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) J101 |( 2 ) D172 |( 3 ) A013 |J. C. JOYCE TRUCKING & PAVI |DLB, INC. |ALLEGHENY CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 12111 855.000 LF | 55.00000 47025.00| 19.50000 16672.50| 38.00000 32490.00 STD. MED. CURB MC-1 | | | 0110 14450 5.000 LF | 25.00000 125.00| 36.00000 180.00| 40.00000 200.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0120 21020 122.000 SY | 75.00000 9150.00| 118.00000 14396.00| 145.00000 17690.00 MEDIAN STRIP MS-1 | | | 0130 24160 700.000 SF | 20.00000 14000.00| 15.00000 10500.00| 18.00000 12600.00 CONSTRUCTION SIGNS | | | 0140 24272 1200.000 HR | 25.00000 30000.00| 21.00000 25200.00| 14.00000 16800.00 TRUCK MOUNTED ATTENUATOR | | | 0150 24278 2040.000 DAY | 1.00000 2040.00| 1.40000 2856.00| 1.00000 2040.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24279 1200.000 HR | 5.50000 6600.00| 7.25000 8700.00| 8.00000 9600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0170 24281 1200.000 HR | 1.50000 1800.00| 7.00000 8400.00| 5.00000 6000.00 ELECTRONIC ARROW | | | 0180 27102 30.000 LB | 29.75000 892.50| 45.00000 1350.00| 40.00000 1200.00 REGULAR SEED | | | 0190 27103 30.000 LB | 29.75000 892.50| 28.00000 840.00| 10.00000 300.00 OVERSEEDING | | | 0200 27215 1.000 TON | 750.00000 750.00| 1700.00000 1700.00| 500.00000 500.00 FERTILIZER(15-30-15) | | | 0210 27250 1.000 TON | 220.00000 220.00| 140.00000 140.00| 300.00000 300.00 LIME | | | 0220 27430 204.000 CY | 10.00000 2040.00| 4.00000 816.00| 1.00000 204.00 SILTATION CONTROL EXCAVATION | | | 0230 27460 5.000 EA | 500.00000 2500.00| 400.00000 2000.00| 200.00000 1000.00 DROP INLET SILT TRAP, TYPE B | | | 0240 27506 1050.000 LF | 4.00000 4200.00| 2.50000 2625.00| 2.00000 2100.00 TEMP. FILTER BARRIER | | | 0250 54022 4400.000 LF | 1.00000 4400.00| 0.50000 2200.00| 1.00000 4400.00 TYPE A PAVEMENT LINE MARKING 6" | | | SECTION TOTALS | $ 308,429.00| $ 321,704.50| $ 358,533.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 308,429.00| $ 321,704.50| $ 358,533.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B31 -1 TABULATION OF BIDS CALL ORDER : B31 CONTRACT ID : C00081290N01 COUNTIES : CHARLOTTE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 03 CONTRACT TIME : 04/24/09 COMPLETION DATE PROJECT(S) : 1111-019-265, N501 FED # STP-019-3(022) CONTRACT DESCRIPTION: 0.62 MI. WID., DRAIN, C&G, SIDEWALK AND ASPH OVERLAY FR: INT. RTE. 47 TO: INT. RTE. 40 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 464,322.00 100.0000% 2 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 573,043.00 123.4150% 3 W210 BURLEIGH CONSTRUCTION CO., INC. $ 581,687.00 125.2766% 4 W048 W-L CONSTRUCTION & PAVING, INC. $ 621,135.97 133.7727% ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) W210 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |BURLEIGH 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| 39000.00000 39000.00| 30000.00000 30000.00| 48000.00000 48000.00 MOBILIZATION | | | 0020 00125 LUMP| 35000.00000 35000.00| 150000.00000 150000.00| 100000.00000 100000.00 GRADING | | | 0030 00140 3800.000 CY | 21.00000 79800.00| 4.00000 15200.00| 12.00000 45600.00 BORROW EXCAVATION | | | 0040 00525 1.000 CY | 1500.00000 1500.00| 1200.00000 1200.00| 750.00000 750.00 CONCRETE CLASS A3 MISC. | | | 0050 01120 28.000 LF | 25.00000 700.00| 50.00000 1400.00| 22.00000 616.00 12" PIPE | | | 0060 01150 172.000 LF | 39.00000 6708.00| 75.00000 12900.00| 30.00000 5160.00 15" PIPE | | | 0070 01182 12.000 LF | 50.00000 600.00| 90.00000 1080.00| 35.00000 420.00 18" CONC. PIPE | | | 0080 02090 22.000 LF | 60.00000 1320.00| 200.00000 4400.00| 150.00000 3300.00 NS PIPE PIPE STEEL CASING 27 1/4" | | | DIAMETER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B31 -2 TABULATION OF BIDS CALL ORDER : B31 CONTRACT ID : C00081290N01 COUNTIES : CHARLOTTE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) W210 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 02090 14.000 LF | 75.00000 1050.00| 250.00000 3500.00| 180.00000 2520.00 NS PIPE PIPE STEEL CASING 32 1/2" | | | DIAMETER | | | 0100 06240 1.000 EA | 850.00000 850.00| 900.00000 900.00| 750.00000 750.00 24" END SECTION ES-1 OR 2 | | | 0110 06815 2.000 EA | 2400.00000 4800.00| 3000.00000 6000.00| 2500.00000 5000.00 DROP INLET DI-3A | | | 0120 06835 1.000 EA | 3300.00000 3300.00| 3500.00000 3500.00| 3400.00000 3400.00 DROP INLET DI-3C,L=6' | | | 0130 06836 1.000 EA | 3800.00000 3800.00| 4000.00000 4000.00| 3900.00000 3900.00 DROP INLET DI-3C,L=8' | | | 0140 09150 31.000 TON | 55.00000 1705.00| 60.00000 1860.00| 50.00000 1550.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 10123 615.000 TON | 48.00000 29520.00| 30.00000 18450.00| 25.00000 15375.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0160 10608 950.000 TON | 97.00000 92150.00| 100.00000 95000.00| 110.00000 104500.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0170 10611 50.000 TON | 120.00000 6000.00| 110.00000 5500.00| 120.00000 6000.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0180 11070 3350.000 LF | 1.50000 5025.00| 3.00000 10050.00| 3.00000 10050.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 2" DEPTH | | | 0190 12600 2915.000 LF | 17.00000 49555.00| 23.00000 67045.00| 23.00000 67045.00 STD. COMB. CURB & GUTTER CG-6 | | | 0200 12610 95.000 LF | 22.00000 2090.00| 25.00000 2375.00| 25.00000 2375.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0210 12940 52.000 SY | 46.00000 2392.00| 120.00000 6240.00| 120.00000 6240.00 ENTRANCE GUTTER CG-9D | | | 0220 13108 22.000 SY | 38.50000 847.00| 500.00000 11000.00| 500.00000 11000.00 CG-12 DETECTABLE WARNING SURFACE | | | 0230 13220 1644.000 SY | 29.00000 47676.00| 50.00000 82200.00| 50.00000 82200.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0240 24260 53.000 TON | 50.00000 2650.00| 30.00000 1590.00| 30.00000 1590.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0250 24278 2800.000 DAY | 2.50000 7000.00| 1.00000 2800.00| 2.00000 5600.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24282 600.000 HR | 15.00000 9000.00| 12.00000 7200.00| 15.00000 9000.00 FLAGGER SERVICE | | | 0270 24430 361.000 SY | 7.00000 2527.00| 8.00000 2888.00| 7.00000 2527.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : B31 -3 TABULATION OF BIDS CALL ORDER : B31 CONTRACT ID : C00081290N01 COUNTIES : CHARLOTTE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) K006 |( 3 ) W210 |FIELDER'S CHOICE ENTERPRISE |KEY CONSTRUCTION COMPANY, I |BURLEIGH CONSTRUCTION CO.,INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 27102 390.000 LB | 13.50000 5265.00| 20.00000 7800.00| 15.00000 5850.00 REGULAR SEED | | | 0290 27103 244.000 LB | 3.00000 732.00| 3.00000 732.00| 8.00000 1952.00 OVERSEEDING | | | 0300 27104 42.000 LB | 20.00000 840.00| 15.00000 630.00| 23.00000 966.00 LEGUME SEED | | | 0310 27105 26.000 LB | 20.00000 520.00| 3.00000 78.00| 21.00000 546.00 LEGUME OVERSEEDING | | | 0320 27215 1.000 TON | 1500.00000 1500.00| 500.00000 500.00| 1700.00000 1700.00 FERTILIZER(15-30-15) | | | 0330 27250 6.000 TON | 200.00000 1200.00| 200.00000 1200.00| 1500.00000 9000.00 LIME | | | 0340 27321 20.000 SY | 6.00000 120.00| 10.00000 200.00| 5.00000 100.00 PROTECTIVE COVERING EC-2 | | | 0350 27415 28.000 EA | 325.00000 9100.00| 200.00000 5600.00| 200.00000 5600.00 CHECK DAM(ROCK) TY. II | | | 0360 27430 105.000 CY | 10.00000 1050.00| 5.00000 525.00| 1.00000 105.00 SILTATION CONTROL EXCAVATION | | | 0370 27460 4.000 EA | 320.00000 1280.00| 300.00000 1200.00| 300.00000 1200.00 DROP INLET SILT TRAP, TYPE B | | | 0380 27505 1800.000 LF | 3.00000 5400.00| 3.00000 5400.00| 5.00000 9000.00 TEMP. SILT FENCE | | | 0390 27506 300.000 LF | 2.50000 750.00| 3.00000 900.00| 4.00000 1200.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 464,322.00| $ 573,043.00| $ 581,687.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,322.00| $ 573,043.00| $ 581,687.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PB2 -1 TABULATION OF BIDS CALL ORDER : PB2 CONTRACT ID : CM00072451N01B COUNTIES : DINWIDDIE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 04/24/09 COMPLETION DATE PROJECT(S) : 0702-026-165, N501 FED # N/A 0702-026-P65, N502 FED # N/A CONTRACT DESCRIPTION: RTE 702 RURAL RUSTIC WITH PAVE IN PLACE RTE 40 TO RTE 638 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W577 WCW EARTHWORKS, LLC $ 167,850.20 100.0000% 2 D438 HORACE A. DAVIS EXCAVATING, INC. $ 169,578.00 101.0294% 3 H652 HARRELL CONTRACTING, INC. $ 183,915.80 109.5714% 4 C019 CLARY CONSTRUCTION CO., INC. $ 200,801.26 119.6312% 5 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 215,649.48 128.4773% ==================================================================================================================================== |( 1 ) W577 |( 2 ) D438 |( 3 ) H652 |WCW EARTHWORKS, LLC |HORACE A. DAVIS EXCAVATING, |HARRELL CONTRACTING, 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| 21900.00000 21900.00| 42800.00000 42800.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 00125 LUMP| 22500.00000 22500.00| 21000.00000 21000.00| 85000.00000 85000.00 GRADING | | | 0030 10113 867.000 TON | 18.75000 16256.25| 31.00000 26877.00| 22.00000 19074.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 10416 8685.000 GAL | 6.67000 57928.95| 4.40000 38214.00| 4.00000 34740.00 LIQUID ASPHALT | | | 0050 10468 200.000 TON | 46.00000 9200.00| 57.25000 11450.00| 52.05000 10410.00 COVER MATL. AGGR. NO. 68 | | | 0060 10482 236.000 TON | 46.00000 10856.00| 57.25000 13511.00| 52.05000 12283.80 COVER MATL. AGGR. NO. 8P | | | 0070 23517 100.000 LF | 50.00000 5000.00| 6.00000 600.00| 10.00000 1000.00 BARBED WIRE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PB2 -2 TABULATION OF BIDS CALL ORDER : PB2 CONTRACT ID : CM00072451N01B COUNTIES : DINWIDDIE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) W577 |( 2 ) D438 |( 3 ) H652 |WCW EARTHWORKS, LLC |HORACE A. DAVIS EXCAVATING, |HARRELL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 24100 25.000 HR | 60.00000 1500.00| 20.00000 500.00| 50.00000 1250.00 ALLAYING DUST | | | 0090 24160 304.000 SF | 10.50000 3192.00| 12.00000 3648.00| 20.00000 6080.00 CONSTRUCTION SIGNS | | | 0100 24278 2578.000 DAY | 1.50000 3867.00| 1.00000 2578.00| 1.00000 2578.00 GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 900.000 HR | 16.50000 14850.00| 8.00000 7200.00| 1.00000 900.00 FLAGGER SERVICE | | | 0120 27415 2.000 EA | 400.00000 800.00| 600.00000 1200.00| 300.00000 600.00 CHECK DAM(ROCK) TY. II | | | SECTION TOTALS | $ 167,850.20| $ 169,578.00| $ 183,915.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 167,850.20| $ 169,578.00| $ 183,915.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -1 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG CONTRACT TIME : 06/30/10 COMPLETION DATE PROJECT(S) : GM-2-08 FED # NONE GM-2-08 FED # NONE GM-2-08 FED # NONE OTHERS CONTRACT DESCRIPTION: GUARDRAIL REPAIR VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M004 MAKCO, INCORPORATED $ 1,344,105.00 100.0000% 2 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 2,025,615.00 150.7036% ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GR. ITEMS - ROANOKE CO. PRIMARY | | | 0010 00525 4.000 CY | 2000.00000 8000.00| 1900.00000 7600.00| CONCRETE CLASS A3 MISC. | | | 0020 00540 100.000 LB | 10.00000 1000.00| 19.00000 1900.00| REINF. STEEL | | | 0030 10121 360.000 TON | 50.00000 18000.00| 60.00000 21600.00| AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 13310 600.000 LF | 60.00000 36000.00| 150.00000 90000.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13312 12.000 EA | 2400.00000 28800.00| 2500.00000 30000.00| GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13315 15.000 EA | 950.00000 14250.00| 800.00000 12000.00| GUARDRAIL TERMINAL GR-11 | | | 0070 13320 5400.000 LF | 21.00000 113400.00| 23.00000 124200.00| GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -2 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13323 150.000 LF | 26.00000 3900.00| 29.00000 4350.00| GUARDRAIL GR-2A | | | 0090 13331 150.000 LF | 24.00000 3600.00| 26.00000 3900.00| RAD. GUARDRAIL GR-2 | | | 0100 13333 150.000 LF | 30.00000 4500.00| 30.00000 4500.00| RAD. GUARDRAIL GR-2A | | | 0110 13345 24.000 EA | 2800.00000 67200.00| 2800.00000 67200.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13346 9.000 EA | 300.00000 2700.00| 499.00000 4491.00| REMOVE GR-7 TERMINAL | | | 0130 13347 6.000 EA | 2400.00000 14400.00| 2600.00000 15600.00| GUARDRAIL TERMINAL GR-7(WEATHERING | | | STEEL) | | | 0140 13349 24.000 EA | 800.00000 19200.00| 1100.00000 26400.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0150 13351 450.000 LF | 16.00000 7200.00| 25.00000 11250.00| GUARDRAIL GR-8 | | | 0160 13352 75.000 LF | 21.00000 1575.00| 27.00000 2025.00| GUARDRAIL GR-8A | | | 0170 13353 75.000 LF | 25.00000 1875.00| 39.00000 2925.00| GUARDRAIL GR-8B | | | 0180 13355 150.000 LF | 30.00000 4500.00| 48.00000 7200.00| GUARDRAIL GR-10 | | | 0190 13375 150.000 LF | 75.00000 11250.00| 70.00000 10500.00| RAILING, TEXAS T-6 | | | 0200 13383 12.000 EA | 2400.00000 28800.00| 2200.00000 26400.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0210 13384 3.000 EA | 1000.00000 3000.00| 900.00000 2700.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0220 13385 3.000 EA | 2400.00000 7200.00| 2200.00000 6600.00| FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0230 13386 3.000 EA | 1000.00000 3000.00| 2200.00000 6600.00| FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0240 13390 3.000 EA | 3000.00000 9000.00| 2200.00000 6600.00| FIXED OBJECT ATTACH. GR-FOA-4 TY. II | | | 0250 13391 3.000 EA | 1500.00000 4500.00| 900.00000 2700.00| FIXED OBJECT ATTACH. GR-FOA-4 TY. III | | | 0260 13392 3.000 EA | 2400.00000 7200.00| 2400.00000 7200.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -3 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 13393 3.000 EA | 1000.00000 3000.00| 1100.00000 3300.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0280 13400 150.000 LF | 21.00000 3150.00| 22.00000 3300.00| NS GUARDRAIL GUARDRAIL GR-2 (WEATHERING | | | STEEL) | | | 0290 13400 150.000 LF | 25.00000 3750.00| 29.00000 4350.00| NS GUARDRAIL GUARDRAIL SLOTTED | | | GUARDRAIL GR-7 | | | 0300 13401 6.000 EA | 200.00000 1200.00| 310.00000 1860.00| NS GUARDRAIL GUARDRAIL 12.5 FT. BENT | | | RAIL GR-7 TERM. | | | 0310 13401 30.000 EA | 300.00000 9000.00| 125.00000 3750.00| NS GUARDRAIL GUARDRAIL BREAKAWAY | | | WOOD/STEEL POST GR-7 OR GR-9 | | | 0320 13401 6.000 EA | 100.00000 600.00| 1200.00000 7200.00| NS GUARDRAIL GUARDRAIL BUFFERED END | | | ASSEMBLY GR-7 OR GR-9 | | | 0330 13401 1.000 EA | 100.00000 100.00| 95.00000 95.00| NS GUARDRAIL GUARDRAIL CABLE ASSEM. & | | | ANCHOR PLATE GR-7/ GR-9 | | | 0340 13401 5.000 EA | 100.00000 500.00| 105.00000 525.00| NS GUARDRAIL GUARDRAIL CABLE ASSEM. & | | | ANCHOR PLATE GR-7/GR-9 | | | 0350 13401 6.000 EA | 1200.00000 7200.00| 1500.00000 9000.00| NS GUARDRAIL GUARDRAIL IMPACT HEAD GR-7 | | | OR GR-9 | | | 0360 13401 12.000 EA | 5000.00000 60000.00| 5000.00000 60000.00| NS GUARDRAIL GUARDRAIL MEDIAN BARRIER | | | TERM. (GR-9) | | | 0370 13401 3.000 EA | 100.00000 300.00| 128.00000 384.00| NS GUARDRAIL GUARDRAIL OBJECT MARKER | | | 12" X 30" | | | 0380 13401 3.000 EA | 100.00000 300.00| 130.00000 390.00| NS GUARDRAIL GUARDRAIL OBJECT MARKER | | | 24" X 30" | | | 0390 13401 1980.000 EA | 15.00000 29700.00| 17.00000 33660.00| NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/ COMPOSITE) | | | 0400 13401 225.000 EA | 80.00000 18000.00| 210.00000 47250.00| NS GUARDRAIL GUARDRAIL POST (WOOD OR | | | STEEL) 8' LENGTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -4 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 13401 6.000 EA | 200.00000 1200.00| 300.00000 1800.00| NS GUARDRAIL GUARDRAIL POST W8" X 13 | | | LBS. X 7'-6" | | | 0420 13401 6.000 EA | 80.00000 480.00| 300.00000 1800.00| NS GUARDRAIL GUARDRAIL SLOT GUARD GR-7 | | | 0430 13401 6.000 EA | 80.00000 480.00| 100.00000 600.00| NS GUARDRAIL GUARDRAIL SOIL PLATE GR-7 | | | OR GR-9 | | | 0440 13401 6.000 EA | 200.00000 1200.00| 300.00000 1800.00| NS GUARDRAIL GUARDRAIL STEEL TUBE GR-7 | | | OR GR-9 | | | 0450 13401 6.000 EA | 150.00000 900.00| 150.00000 900.00| NS GUARDRAIL GUARDRAIL STRUT & YOKE | | | ASSEMBLY GR-7 OR GR-9 | | | 0460 13421 400.000 LF | 30.00000 12000.00| 50.00000 20000.00| MEDIAN BARRIER MB-3 | | | 0470 13606 3.000 EA | 10000.00000 30000.00| 19000.00000 57000.00| IMPACT ATTEN. (TL-2, 45 MPH MAX. DES | | | SP) | | | 0480 13607 3.000 EA | 15000.00000 45000.00| 21000.00000 63000.00| IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0490 13710 3.000 EA | 1000.00000 3000.00| 2000.00000 6000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | CARTRIDGE | | | 0500 13710 3.000 EA | 1500.00000 4500.00| 2400.00000 7200.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | DIAPHRAGM | | | 0510 13710 3.000 EA | 2000.00000 6000.00| 10000.00000 30000.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | FRAME | | | 0520 13710 3.000 EA | 1500.00000 4500.00| 2500.00000 7500.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION | | | 0530 13710 3.000 EA | 1000.00000 3000.00| 1400.00000 4200.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SAND BARREL | | | 0540 13710 3.000 EA | 1000.00000 3000.00| 2300.00000 6900.00| NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -5 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 17311 6.000 EA | 100.00000 600.00| 75.00000 450.00| W BEAM TERM CONNECTOR | | | 0560 17313 6.000 EA | 100.00000 600.00| 74.00000 444.00| W BEAM END SECT(FLARED | | | 0570 17315 6.000 EA | 100.00000 600.00| 90.00000 540.00| W BEAM END SECT(BUFFER | | | 0580 17317 6.000 EA | 100.00000 600.00| 100.00000 600.00| W BEAM END SECT (ROUNDED) | | | 0590 17323 24750.000 LF | 17.00000 420750.00| 22.00000 544500.00| GUARDRAIL BEAM | | | 0600 17325 450.000 LF | 18.00000 8100.00| 23.00000 10350.00| RADIAL GUARDRAIL BEAM | | | 0610 17327 45.000 LF | 30.00000 1350.00| 30.00000 1350.00| RUB RAIL | | | 0620 17328 63.000 EA | 70.00000 4410.00| 132.00000 8316.00| POST(WOOD OR STEEL) 7' LENGTH | | | 0630 17329 450.000 EA | 60.00000 27000.00| 121.00000 54450.00| POST (WOOD, CONC., OR STEEL) | | | 0640 17330 6.000 EA | 20.00000 120.00| 35.00000 210.00| RUB RAIL OFFSET BLOCK | | | 0650 17336 30.000 EA | 300.00000 9000.00| 588.00000 17640.00| BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0660 17338 60.000 EA | 50.00000 3000.00| 100.00000 6000.00| DRILL HOLE | | | 0670 17341 900.000 EA | 20.00000 18000.00| 50.00000 45000.00| REALIGN POST | | | 0680 17343 6.000 EA | 100.00000 600.00| 175.00000 1050.00| TERMINAL CONNECTOR, GR-7 | | | * | | | 0690 17374 30.000 EA | 800.00000 24000.00| 1700.00000 51000.00| EMERGENCY MOBILIZATION | | | 0700 17381 300.000 EA | 70.00000 21000.00| 200.00000 60000.00| POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0710 17383 3.000 EA | 50.00000 150.00| 175.00000 525.00| END POST SUPPORT ANGLES, GR-8 | | | 0720 17451 420.000 EA | 10.00000 4200.00| 16.00000 6720.00| GUARDRAIL DELINEATOR | | | 0730 24160 2250.000 SF | 5.00000 11250.00| 25.00000 56250.00| CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -6 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 24272 1350.000 HR | 15.00000 20250.00| 25.00000 33750.00| TRUCK MOUNTED ATTENUATOR | | | 0750 24278 330.000 DAY | 3.00000 990.00| 10.00000 3300.00| GROUP 2 CHANNELIZING DEVICES | | | 0760 24279 300.000 HR | 25.00000 7500.00| 25.00000 7500.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0770 24281 300.000 HR | 10.00000 3000.00| 20.00000 6000.00| ELECTRONIC ARROW | | | 0780 24282 255.000 HR | 30.00000 7650.00| 25.00000 6375.00| FLAGGER SERVICE | | | 0790 24502 12.000 EA | 300.00000 3600.00| 1000.00000 12000.00| NS REMOVE EXIST. REMOVE EXIST. | | | GUARDRAIL TERMINAL GR-9 | | | 0800 24502 3.000 EA | 2000.00000 6000.00| 1200.00000 3600.00| NS REMOVE EXIST. REMOVE EXIST. IMPACT | | | ATTENUATOR | | | 0810 24601 15825.000 LF | 2.00000 31650.00| 4.00000 63300.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL (VARIOUS TYPES) | | | 0820 24640 1905.000 LF | 6.00000 11430.00| 25.00000 47625.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0830 24702 6.000 EA | 300.00000 1800.00| 600.00000 3600.00| NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERM. GR-5 | | | 0840 24702 3.000 EA | 500.00000 1500.00| 600.00000 1800.00| NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERM. GR-8, TY. I | | | 0850 24702 3.000 EA | 500.00000 1500.00| 600.00000 1800.00| NS REMOVE EXIST. REMOVE EXIST GUARDRAIL | | | TERM. GR-8, TY. II | | | 0860 24840 3.000 EA | 1000.00000 3000.00| 11000.00000 33000.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | IMPACT ATTENUATOR FRAME | | | 0870 24840 3.000 EA | 500.00000 1500.00| 2000.00000 6000.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | IMPACT ATTENUATOR CARTRIDGE | | | 0880 24840 3.000 EA | 500.00000 1500.00| 2400.00000 7200.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | IMPACT ATTENUATOR DIAPHRAGM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PF9 -7 TABULATION OF BIDS CALL ORDER : PF9 CONTRACT ID : CM208GM39524B COUNTIES : ROANOKE BOTETOURT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CRAIG SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) L005 |( ) |MAKCO, INCORPORATED |LANFORD BROTHERS COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 24840 3.000 EA | 500.00000 1500.00| 2500.00000 7500.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | IMPACT ATTENUATOR NOSE SECTION | | | 0900 24840 3.000 EA | 500.00000 1500.00| 1400.00000 4200.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | IMPACT ATTENUATOR SAND BARREL | | | 0910 24840 3.000 EA | 500.00000 1500.00| 2000.00000 6000.00| NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | IMPACT ATTENUATOR SIDE PANEL | | | 0920 27430 135.000 CY | 5.00000 675.00| 27.00000 3645.00| SILTATION CONTROL EXCAVATION | | | 0930 27505 780.000 LF | 4.00000 3120.00| 14.00000 10920.00| TEMP. SILT FENCE | | | 0940 51911 30.000 LF | 50.00000 1500.00| 30.00000 900.00| NS SAW CUT SAW CUT CONC. MEDIAN BARRIER | | | SECTION TOTALS | $ 1,344,105.00| $ 2,025,615.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,344,105.00| $ 2,025,615.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PH1 -1 TABULATION OF BIDS CALL ORDER : PH1 CONTRACT ID : CM808HSA39605 COUNTIES : STAUNTON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 08 CONTRACT TIME : 05/31/09 COMPLETION DATE PROJECT(S) : HS-8A-08 FED # NONE CONTRACT DESCRIPTION: SINK HOLE AND SOIL SLOPE REPAIR STAUNTON DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 1,549,470.00 100.0000% 2 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 1,702,764.30 109.8933% 3 A739 ATKINS EXCAVATING, INC. $ 1,945,655.00 125.5691% 4 P020 F. CLAYTON PLECKER & SONS, INC. $ 2,043,034.60 131.8538% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 2,554,425.00 164.8580% ==================================================================================================================================== |( 1 ) G181 |( 2 ) K006 |( 3 ) A739 |GENERAL EXCAVATION, INC. |KEY CONSTRUCTION COMPANY, I |ATKINS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 30.000 EA | 2000.00000 60000.00| 952.00000 28560.00| 10000.00000 300000.00 NS MOBILIZATION MOBILIZATION EMERGENCY | | | 0020 00098 40.000 EA | 1500.00000 60000.00| 4918.20000 196728.00| 3000.00000 120000.00 NS MOBILIZATION MOBILIZATION SITE | | | 0030 00112 75.000 UNIT| 320.00000 24000.00| 1344.70000 100852.50| 150.00000 11250.00 CLEARING AND GRUBBING | | | 0040 00117 50.000 LOAD| 810.00000 40500.00| 1307.00000 65350.00| 300.00000 15000.00 NS DEBRIS REMOVAL DEBRIS REMOVAL | | | LANDFILL DISPOSAL | | | 0050 00117 75.000 LOAD| 365.00000 27375.00| 905.25000 67893.75| 175.00000 13125.00 NS DEBRIS REMOVAL DEBRIS REMOVAL LOCAL | | | DISPOSAL | | | 0060 00118 2000.000 CY | 35.00000 70000.00| 13.82000 27640.00| 45.00000 90000.00 NS EXCAVATION EXCAVATION SINKHOLE, HEAV | | | 0070 00118 1000.000 CY | 32.00000 32000.00| 11.20000 11200.00| 25.00000 25000.00 NS EXCAVATION EXCAVATION SINKHOLE, LIGH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PH1 -2 TABULATION OF BIDS CALL ORDER : PH1 CONTRACT ID : CM808HSA39605 COUNTIES : STAUNTON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) K006 |( 3 ) A739 |GENERAL EXCAVATION, INC. |KEY CONSTRUCTION COMPANY, I |ATKINS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00118 2000.000 CY | 33.00000 66000.00| 15.49000 30980.00| 40.00000 80000.00 NS EXCAVATION EXCAVATION SLOPE REPAIR, | | | HEAVY | | | 0090 00118 1000.000 CY | 31.50000 31500.00| 12.77000 12770.00| 20.00000 20000.00 NS EXCAVATION EXCAVATION SLOPE REPAIR, | | | LIGHT | | | 0100 00124 45.000 CY | 115.00000 5175.00| 72.95000 3282.75| 200.00000 9000.00 ROCK EXCAVATION | | | 0110 00154 100.000 S.Y.| 9.00000 900.00| 7.18000 718.00| 14.00000 1400.00 NS GEOTEXTILE GEOTEXTILE GEOGRID | | | 0120 00155 850.000 SY | 3.20000 2720.00| 4.73000 4020.50| 9.00000 7650.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0130 00355 400.000 SY | 2.60000 1040.00| 5.54000 2216.00| 8.00000 3200.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0140 00525 10.000 CY | 1500.00000 15000.00| 499.00000 4990.00| 175.00000 1750.00 CONCRETE CLASS A3 MISC. | | | 0150 00580 300.000 LF | 31.00000 9300.00| 19.95000 5985.00| 60.00000 18000.00 UNDERDRAIN UD-1 | | | 0160 00588 300.000 LF | 20.50000 6150.00| 13.65000 4095.00| 65.00000 19500.00 UNDERDRAIN UD-4 | | | 0170 00590 300.000 LF | 29.00000 8700.00| 16.80000 5040.00| 90.00000 27000.00 COMB. UNDERDRAIN CD-1 | | | 0180 00591 300.000 LF | 29.00000 8700.00| 17.85000 5355.00| 105.00000 31500.00 COMB. UNDERDRAIN CD-2 | | | 0190 00596 30.000 EA | 600.00000 18000.00| 690.65000 20719.50| 1700.00000 51000.00 ENDWALL EW-12 | | | 0200 01150 80.000 LF | 90.00000 7200.00| 50.41000 4032.80| 95.00000 7600.00 15" PIPE | | | 0210 01240 80.000 LF | 121.00000 9680.00| 72.64000 5811.20| 120.00000 9600.00 24" PIPE | | | 0220 01360 40.000 LF | 206.00000 8240.00| 141.69000 5667.60| 150.00000 6000.00 36" PIPE | | | 0230 01480 20.000 LF | 325.00000 6500.00| 164.78000 3295.60| 200.00000 4000.00 48" PIPE | | | 0240 01600 20.000 LF | 617.00000 12340.00| 257.78000 5155.60| 400.00000 8000.00 60" PIPE | | | 0250 01720 20.000 LF | 787.00000 15740.00| 447.10000 8942.00| 500.00000 10000.00 72" PIPE | | | 0260 06491 2.000 EA | 6060.00000 12120.00| 2928.45000 5856.90| 6100.00000 12200.00 60" END SECTION ES-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PH1 -3 TABULATION OF BIDS CALL ORDER : PH1 CONTRACT ID : CM808HSA39605 COUNTIES : STAUNTON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) K006 |( 3 ) A739 |GENERAL EXCAVATION, INC. |KEY CONSTRUCTION COMPANY, I |ATKINS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 06740 1.000 EA | 6000.00000 6000.00| 2597.00000 2597.00| 4200.00000 4200.00 DROP INLET DI-1 | | | 0280 09150 40.000 TON | 113.00000 4520.00| 54.12000 2164.80| 32.00000 1280.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0290 09185 100.000 SY | 150.00000 15000.00| 50.40000 5040.00| 75.00000 7500.00 PAVED DITCH PG-2A | | | 0300 10121 600.000 TON | 39.00000 23400.00| 23.81000 14286.00| 28.00000 16800.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0310 10612 300.000 TON | 291.55000 87465.00| 292.95000 87885.00| 250.00000 75000.00 ASPHALT CONCRETE BASE COURSE TY. BM-25. | | | 0320 10635 300.000 TON | 317.80000 95340.00| 310.80000 93240.00| 250.00000 75000.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0330 11070 1000.000 LF | 8.00000 8000.00| 3.92000 3920.00| 10.00000 10000.00 NS SAW CUT SAW CUT ASPH. CONC. 6" | | | 0340 13232 5000.000 SY | 1.60000 8000.00| 4.89000 24450.00| 4.00000 20000.00 GEOTEXTILE DRAINAGE FABRIC | | | 0350 13310 100.000 LF | 84.00000 8400.00| 56.70000 5670.00| 125.00000 12500.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0360 13312 10.000 EA | 2415.00000 24150.00| 2520.00000 25200.00| 3000.00000 30000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0370 13320 1000.000 LF | 23.10000 23100.00| 24.15000 24150.00| 29.00000 29000.00 GUARDRAIL GR-2 | | | 0380 13335 250.000 LF | 16.00000 4000.00| 28.35000 7087.50| 20.00000 5000.00 GUARDRAIL GR-3 | | | 0390 13345 10.000 EA | 2625.00000 26250.00| 2835.00000 28350.00| 3000.00000 30000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0400 14350 60.000 CY | 50.00000 3000.00| 13.50000 810.00| 25.00000 1500.00 BORROW EXCAVATION | | | 0410 16241 40.000 TON | 42.50000 1700.00| 45.12000 1804.80| 50.00000 2000.00 NS AGGR. MATL AGGR. MATL OPEN GRADED | | | 0420 16387 2000.000 LF | 4.50000 9000.00| 7.22000 14440.00| 15.00000 30000.00 MACHINE SHOULDERS | | | 0430 24160 500.000 SF | 30.00000 15000.00| 23.10000 11550.00| 15.00000 7500.00 CONSTRUCTION SIGNS | | | 0440 24278 5000.000 DAY | 2.00000 10000.00| 1.09000 5450.00| 4.00000 20000.00 GROUP 2 CHANNELIZING DEVICES | | | 0450 24279 100.000 HR | 19.00000 1900.00| 16.66000 1666.00| 58.00000 5800.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PH1 -4 TABULATION OF BIDS CALL ORDER : PH1 CONTRACT ID : CM808HSA39605 COUNTIES : STAUNTON LETTING DATE : 08/27/08 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) K006 |( 3 ) A739 |GENERAL EXCAVATION, INC. |KEY CONSTRUCTION COMPANY, I |ATKINS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 24281 1500.000 HR | 7.60000 11400.00| 16.66000 24990.00| 48.00000 72000.00 ELECTRONIC ARROW | | | 0470 24282 1500.000 HR | 22.00000 33000.00| 14.28000 21420.00| 28.00000 42000.00 FLAGGER SERVICE | | | 0480 24430 550.000 SY | 20.00000 11000.00| 4.20000 2310.00| 55.00000 30250.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0490 24601 250.000 LF | 10.50000 2625.00| 6.30000 1575.00| 15.00000 3750.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | 0500 24617 300.000 LF | 21.00000 6300.00| 12.60000 3780.00| 25.00000 7500.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR | | | 0510 24712 250.000 LF | 16.00000 4000.00| 19.95000 4987.50| 20.00000 5000.00 NS RESET EXIST. RESET EXIST. GUARDRAIL | | | 0520 25576 5000.000 MI | 0.30000 1500.00| 5.25000 26250.00| 1.50000 7500.00 NS CONTRACT CONTRACT FREIGHT | | | 0530 26100 4000.000 TON | 40.00000 160000.00| 37.47000 149880.00| 28.00000 112000.00 ROCKFILL | | | 0540 26239 2000.000 TON | 58.00000 116000.00| 71.10000 142200.00| 51.00000 102000.00 DRY RIPRAP CL.II 38" | | | 0550 26267 4000.000 TON | 62.50000 250000.00| 78.70000 314800.00| 65.00000 260000.00 DRY RIPRAP CL.III 53" | | | 0560 27321 600.000 SY | 7.40000 4440.00| 2.63000 1578.00| 8.00000 4800.00 PROTECTIVE COVERING EC-2 | | | 0570 38951 4000.000 SY | 2.40000 9600.00| 2.10000 8400.00| 2.00000 8000.00 NS LANDSCAPE LANDSCAPE ROADSIDE | | | RESTORATION | | | 0580 38951 500.000 SY | 13.00000 6500.00| 7.35000 3675.00| 12.00000 6000.00 NS LANDSCAPE LANDSCAPE TOPSOIL, 4" | | | SECTION TOTALS | $ 1,549,470.00| $ 1,702,764.30| $ 1,945,655.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,549,470.00| $ 1,702,764.30| $ 1,945,655.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PI5 -1 TABULATION OF BIDS CALL ORDER : PI5 CONTRACT ID : C00090413N501 COUNTIES : HALIFAX APPOMATTOX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/31/08 COMPLETION DATE PROJECT(S) : PG00-963-025,N501 FED # NONE CONTRACT DESCRIPTION: INSTALL GUARDRAIL DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M004 MAKCO, INCORPORATED $ 367,361.50 100.0000% 2 R975 RITE WAY FENCE, INC. $ 374,508.80 101.9456% 3 A880 A & P SERVICES, LLC $ 412,576.00 112.3079% 4 N234 NICKELSTON INDUSTRIES, INC. $ 424,755.00 115.6232% 5 S463 SELCO CONSTRUCTION SERVICES, INC. $ 446,897.95 121.6507% ==================================================================================================================================== |( 1 ) M004 |( 2 ) R975 |( 3 ) A880 |MAKCO, INCORPORATED |RITE WAY FENCE, 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 | | | 0010 00122 9138.000 LF | 3.15000 28784.70| 2.50000 22845.00| 3.00000 27414.00 NS GRADING GRADING SHOULDER RESTORATION | | | 0020 10128 2231.000 TON | 20.00000 44620.00| 30.00000 66930.00| 40.00000 89240.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0030 13310 145.000 LF | 80.00000 11600.00| 50.00000 7250.00| 80.00000 11600.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0040 13312 2.000 EA | 2450.00000 4900.00| 1976.00000 3952.00| 1800.00000 3600.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0050 13315 5.000 EA | 780.00000 3900.00| 800.00000 4000.00| 750.00000 3750.00 GUARDRAIL TERMINAL GR-11 | | | 0060 13320 10538.000 LF | 18.60000 196006.80| 18.60000 196006.80| 19.00000 200222.00 GUARDRAIL GR-2 | | | 0070 13331 325.000 LF | 20.00000 6500.00| 21.00000 6825.00| 22.00000 7150.00 RAD. GUARDRAIL GR-2 | | | 0080 13345 29.000 EA | 2450.00000 71050.00| 2300.00000 66700.00| 2400.00000 69600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | SECTION TOTALS | $ 367,361.50| $ 374,508.80| $ 412,576.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 367,361.50| $ 374,508.80| $ 412,576.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PJ5 -1 TABULATION OF BIDS CALL ORDER : PJ5 CONTRACT ID : C00089782B01 COUNTIES : SOUTHAMPTON SUSSEX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/30/09 COMPLETION DATE PROJECT(S) : BP-5B-08 FED # NONE BP-5B-08 FED # NONE BP-5B-08 FED # NONE OTHERS CONTRACT DESCRIPTION: RECOAT EXISTING STRUCTURES VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A1000 ATLAS PAINTING AND SHEETING CORP. $ 890,000.00 100.0000% 2 M832 M & J CONSTRUCTION CO. OF PINELLAS COUNTY, INC. $ 1,014,850.00 114.0281% 3 B919 BLASTECH ENTERPRISES, INC. $ 1,045,000.00 117.4157% 4 T567 TITAN INDUSTRIAL SERVICES, INC. $ 1,130,000.00 126.9663% 5 K129 KLICOS PAINTING COMPANY, INC. $ 1,255,000.00 141.0112% 6 A219 ABHE & SVOBODA, INC. $ 1,383,310.00 155.4281% ==================================================================================================================================== |( 1 ) A1000 |( 2 ) M832 |( 3 ) B919 |ATLAS PAINTING AND SHEETING |M & J CONSTR.CO. OF PINELLA |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| 66000.00000 66000.00| 40000.00000 40000.00| 104500.00000 104500.00 MOBILIZATION | | | 0020 24265 LUMP| 20000.00000 20000.00| 29000.00000 29000.00| 28800.00000 28800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 35 OVER NOTTOWAY RIVER | | | 0030 24265 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 8400.00000 8400.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 630 OVER NOTTOWAY RIVER | | | 0040 24265 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| 8400.00000 8400.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 631 OVER NOTTOWAY RIVER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PJ5 -2 TABULATION OF BIDS CALL ORDER : PJ5 CONTRACT ID : C00089782B01 COUNTIES : SOUTHAMPTON SUSSEX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) A1000 |( 2 ) M832 |( 3 ) B919 |ATLAS PAINTING AND SHEETING |M & J CONSTR.CO. OF PINELLA |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 24265 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 8400.00000 8400.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 665 OVER TARRARA CR. | | | 0060 68472 LUMP| 370000.00000 370000.00| 364250.00000 364250.00| 453460.00000 453460.00 NS RECOAT EX. STR. RECOAT EX. STR. 1006 | | | TYPE B | | | 0070 68472 LUMP| 30000.00000 30000.00| 96400.00000 96400.00| 130962.00000 130962.00 NS RECOAT EX. STR. RECOAT EX. STR. 6073 | | | TYPE B | | | 0080 68472 LUMP| 10000.00000 10000.00| 104200.00000 104200.00| 129012.00000 129012.00 NS RECOAT EX. STR. RECOAT EX. STR. 6168 | | | TYPE B | | | 0090 68472 LUMP| 50000.00000 50000.00| 102000.00000 102000.00| 129012.00000 129012.00 NS RECOAT EX. STR. RECOAT EX. STR. 6903 | | | TYPE B | | | 0100 68474 LUMP| 206000.00000 206000.00| 160000.00000 160000.00| 6000.00000 6000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 1006 | | | 0110 68474 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 6000.00000 6000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 6073 | | | 0120 68474 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| 6000.00000 6000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 6168 | | | 0130 68474 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| 6000.00000 6000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 6903 | | | 0140 68490 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5054.00000 5054.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 1006, TYPE B | | | 0150 68490 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 6073, TYPE B | | | 0160 68490 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 6168, TYPE B | | | 0170 68490 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 6903, TYPE B | | | SECTION TOTALS | $ 890,000.00| $ 1,014,850.00| $ 1,045,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 890,000.00| $ 1,014,850.00| $ 1,045,000.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK1 -1 TABULATION OF BIDS CALL ORDER : PK1 CONTRACT ID : C00089884N01 COUNTIES : SALEM LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/01/09 COMPLETION DATE PROJECT(S) : 0122-962-013, N501 FED # NONE CONTRACT DESCRIPTION: REPLACE SUBSTANDARD GUARDRAIL SPOT LOCATIONS BETWEEN ROCKY MT. AND BEDFORD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M004 MAKCO, INCORPORATED $ 494,436.00 100.0000% 2 A880 A & P SERVICES, LLC $ 512,472.00 103.6478% 3 R975 RITE WAY FENCE, INC. $ 544,549.80 110.1355% 4 N234 NICKELSTON INDUSTRIES, INC. $ 551,586.00 111.5586% 5 S463 SELCO CONSTRUCTION SERVICES, INC. $ 603,493.50 122.0569% 6 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 697,626.00 141.0953% 7 G026 GUARD RAIL OF ROANOKE, INC. $ 799,372.00 161.6735% ==================================================================================================================================== |( 1 ) M004 |( 2 ) A880 |( 3 ) R975 |MAKCO, INCORPORATED |A & P SERVICES, LLC |RITE WAY FENCE, 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 | 40.00000 8000.00| 40.00000 8000.00| 28.00000 5600.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0020 13312 10.000 EA | 2000.00000 20000.00| 1800.00000 18000.00| 1976.00000 19760.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0030 13320 16000.000 LF | 17.95000 287200.00| 17.75000 284000.00| 18.45000 295200.00 GUARDRAIL GR-2 | | | 0040 13321 200.000 LF | 20.00000 4000.00| 20.00000 4000.00| 22.50000 4500.00 GUARDRAIL GR-2 7' POST | | | 0050 13322 150.000 LF | 22.00000 3300.00| 22.00000 3300.00| 26.00000 3900.00 GUARDRAIL GR-2 8' POST | | | 0060 13331 300.000 LF | 22.00000 6600.00| 22.00000 6600.00| 21.35000 6405.00 RAD. GUARDRAIL GR-2 | | | 0070 13345 52.000 EA | 2200.00000 114400.00| 2000.00000 104000.00| 2300.00000 119600.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK1 -2 TABULATION OF BIDS CALL ORDER : PK1 CONTRACT ID : C00089884N01 COUNTIES : SALEM LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) A880 |( 3 ) R975 |MAKCO, INCORPORATED |A & P SERVICES, LLC |RITE WAY FENCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13346 6.000 EA | 100.00000 600.00| 100.00000 600.00| 250.00000 1500.00 REMOVE GR-7 TERMINAL | | | 0090 13349 62.000 EA | 250.00000 15500.00| 500.00000 31000.00| 600.00000 37200.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0100 24601 17436.000 LF | 1.00000 17436.00| 2.00000 34872.00| 1.80000 31384.80 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0110 24640 8000.000 LF | 2.00000 16000.00| 2.00000 16000.00| 2.00000 16000.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0120 24702 14.000 EA | 100.00000 1400.00| 150.00000 2100.00| 250.00000 3500.00 NS REMOVE EXIST. REMOVE EXIST GR-5 | | | TERMINAL | | | SECTION TOTALS | $ 494,436.00| $ 512,472.00| $ 544,549.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 494,436.00| $ 512,472.00| $ 544,549.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK2 -1 TABULATION OF BIDS CALL ORDER : PK2 CONTRACT ID : C00089974B44 COUNTIES : HENRY LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/26/09 COMPLETION DATE PROJECT(S) : 0650-044-948, B644 FED # NONE CONTRACT DESCRIPTION: RTE. 650 OVER LEATHERWOOD CREEK HENRY COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 279,904.55 100.0000% 2 C174 CLECO CORPORATION $ 297,837.00 106.4066% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 25901.00000 25901.00| 10000.00000 10000.00| MOBILIZATION | | | 0020 10630 489.000 SY | 10.00000 4890.00| 20.00000 9780.00| FLEXIBLE PAVEMENT PLANING | | | 0030 10635 62.000 TON | 183.00000 11346.00| 260.00000 16120.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0040 10642 50.000 TON | 276.00000 13800.00| 340.00000 17000.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0050 13320 950.000 LF | 21.00000 19950.00| 25.00000 23750.00| GUARDRAIL GR-2 | | | 0060 13331 13.000 LF | 26.00000 338.00| 29.00000 377.00| RAD. GUARDRAIL GR-2 | | | 0070 13345 3.000 EA | 2917.00000 8751.00| 3000.00000 9000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 17336 4.000 EA | 5475.00000 21900.00| 3000.00000 12000.00| BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0090 24160 515.000 SF | 64.00000 32960.00| 25.00000 12875.00| CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK2 -2 TABULATION OF BIDS CALL ORDER : PK2 CONTRACT ID : C00089974B44 COUNTIES : HENRY LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24278 3000.000 DAY | 1.00000 3000.00| 1.00000 3000.00| GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 100.000 HR | 15.00000 1500.00| 20.00000 2000.00| FLAGGER SERVICE | | | 0120 24288 750.000 DAY | 2.50000 1875.00| 4.00000 3000.00| WARNING LIGHT TY. B | | | 0130 24601 600.000 LF | 3.75000 2250.00| 2.00000 1200.00| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 0140 51955 LUMP| 19900.00000 19900.00| 20000.00000 20000.00| TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0150 54020 500.000 LF | 1.64000 820.00| 2.00000 1000.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0160 54024 500.000 LF | 3.27000 1635.00| 4.00000 2000.00| TYPE A PAVEMENT LINE MARKING 8" | | | 0170 54240 35.000 EA | 7.63000 267.05| 12.00000 420.00| TEMP. PAVE. MARKER 1 WAY | | | 0180 54466 1500.000 LF | 2.51000 3765.00| 5.00000 7500.00| CONSTR. PAVE. MARKING (TY. E) 6" | | | 0190 54510 1500.000 LF | 1.53000 2295.00| 2.25000 3375.00| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0200 54514 700.000 LF | 3.05000 2135.00| 4.50000 3150.00| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0210 54522 50.000 LF | 9.16000 458.00| 14.00000 700.00| CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0220 68090 323.000 SY | 7.00000 2261.00| 10.00000 3230.00| BRIDGE DECK GROOVING | | | 0230 68314 327.000 SY | 10.00000 3270.00| 25.00000 8175.00| TYPE A MILLING (1" DEPTH) | | | 0240 68320 20.000 SY | 250.00000 5000.00| 200.00000 4000.00| TYPE B PATCHING | | | 0250 68330 5.000 SY | 500.00000 2500.00| 500.00000 2500.00| TYPE C PATCHING | | | 0260 68558 118.000 LF | 25.75000 3038.50| 50.00000 5900.00| PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0270 68570 118.000 LF | 28.00000 3304.00| 150.00000 17700.00| EXPANSION JOINT REMOVAL | | | 0280 68600 36.000 SY | 1200.00000 43200.00| 900.00000 32400.00| CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK2 -3 TABULATION OF BIDS CALL ORDER : PK2 CONTRACT ID : C00089974B44 COUNTIES : HENRY LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 68610 327.000 SY | 85.00000 27795.00| 155.00000 50685.00| LATEX HYDRAULIC CEM CONC 1 1/4"-1 3/4" | | | 0300 68908 LUMP| 9800.00000 9800.00| 15000.00000 15000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE COLOR COAT | | | STR#6102 | | | SECTION TOTALS | $ 279,904.55| $ 297,837.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,904.55| $ 297,837.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK3 -1 TABULATION OF BIDS CALL ORDER : PK3 CONTRACT ID : C00089973B39 COUNTIES : HENRY LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/26/09 COMPLETION DATE PROJECT(S) : 0773-070-641, B639 FED # NONE CONTRACT DESCRIPTION: RTE. 773 OVER DAN RIVER PATRICK COUNTY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 340,804.08 100.0000% 2 C174 CLECO CORPORATION $ 378,561.00 111.0788% ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 30800.00000 30800.00| 20000.00000 20000.00| MOBILIZATION | | | 0020 10128 60.000 TON | 125.00000 7500.00| 130.00000 7800.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0030 10630 1067.000 SY | 8.00000 8536.00| 15.00000 16005.00| FLEXIBLE PAVEMENT PLANING | | | 0040 10635 79.000 TON | 182.00000 14378.00| 260.00000 20540.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0050 13320 450.000 LF | 21.00000 9450.00| 25.00000 11250.00| GUARDRAIL GR-2 | | | 0060 13331 50.000 LF | 26.00000 1300.00| 30.00000 1500.00| RAD. GUARDRAIL GR-2 | | | 0070 13345 2.000 EA | 2975.00000 5950.00| 3000.00000 6000.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13401 1.000 EA | 5475.00000 5475.00| 3600.00000 3600.00| NS GUARDRAIL GUARDRAIL BR-GR-3A (MOD.) | | | 0090 13401 3.000 EA | 5475.00000 16425.00| 3200.00000 9600.00| NS GUARDRAIL GUARDRAIL BR-GR-3A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK3 -2 TABULATION OF BIDS CALL ORDER : PK3 CONTRACT ID : C00089973B39 COUNTIES : HENRY LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13495 280.000 LF | 13.00000 3640.00| 35.00000 9800.00| TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0110 13623 2.000 EA | 750.00000 1500.00| 6000.00000 12000.00| IMPACT ATTENUATOR SERVICE TYPE II-12 | | | 0120 24160 600.000 SF | 64.00000 38400.00| 20.00000 12000.00| CONSTRUCTION SIGNS | | | 0130 24278 2250.000 DAY | 1.00000 2250.00| 1.00000 2250.00| GROUP 2 CHANNELIZING DEVICES | | | 0140 24282 900.000 HR | 15.00000 13500.00| 15.00000 13500.00| FLAGGER SERVICE | | | 0150 24288 990.000 DAY | 2.50000 2475.00| 4.00000 3960.00| WARNING LIGHT TY. B | | | 0160 24292 4.000 EA | 1.00000 4.00| 1000.00000 4000.00| TRAFFIC BARR. SERVICE, CONC. LATERAL | | | SUPPORT | | | 0170 24297 640.000 LF | 10.00000 6400.00| 25.00000 16000.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0180 51955 LUMP| 23980.00000 23980.00| 23000.00000 23000.00| TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0190 54020 1725.000 LF | 1.36000 2346.00| 2.00000 3450.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0200 54240 80.000 EA | 7.63000 610.40| 12.00000 960.00| TEMP. PAVE. MARKER 1 WAY | | | 0210 54466 500.000 LF | 2.51000 1255.00| 6.00000 3000.00| CONSTR. PAVE. MARKING (TY. E) 6" | | | 0220 54510 1000.000 LF | 1.53000 1530.00| 2.25000 2250.00| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0230 54514 400.000 LF | 3.05000 1220.00| 4.50000 1800.00| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0240 54522 48.000 LF | 9.16000 439.68| 14.00000 672.00| CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0250 68090 348.000 SY | 7.00000 2436.00| 8.00000 2784.00| BRIDGE DECK GROOVING | | | 0260 68258 348.000 SY | 8.00000 2784.00| 15.00000 5220.00| REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0270 68314 348.000 SY | 10.00000 3480.00| 15.00000 5220.00| TYPE A MILLING (1" DEPTH) | | | 0280 68320 70.000 SY | 250.00000 17500.00| 200.00000 14000.00| TYPE B PATCHING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK3 -3 TABULATION OF BIDS CALL ORDER : PK3 CONTRACT ID : C00089973B39 COUNTIES : HENRY LETTING DATE : 08/27/08 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) C174 |( ) |LANFORD BROTHERS COMPANY, I |CLECO CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 68330 45.000 SY | 500.00000 22500.00| 500.00000 22500.00| TYPE C PATCHING | | | 0300 68558 162.000 LF | 27.00000 4374.00| 50.00000 8100.00| PREFORMED ELASTOMERIC JOINT SEALER 1 | | | 5/8" | | | 0310 68570 162.000 LF | 28.00000 4536.00| 100.00000 16200.00| EXPANSION JOINT REMOVAL | | | 0320 68600 36.000 SY | 1200.00000 43200.00| 900.00000 32400.00| CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0330 68610 348.000 SY | 85.00000 29580.00| 150.00000 52200.00| LATEX HYDRAULIC CEM CONC 1 1/4"-1 3/4" | | | 0340 68908 LUMP| 11050.00000 11050.00| 15000.00000 15000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONCRETE COLOR COAT | | | STR#6144 | | | SECTION TOTALS | $ 340,804.08| $ 378,561.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,804.08| $ 378,561.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK6 -1 TABULATION OF BIDS CALL ORDER : PK6 CONTRACT ID : C00090056N01 COUNTIES : CHESAPEAKE NORFOLK LETTING DATE : 08/27/08 10:00 AM DISTRICT : 05 VIRGINIA BEACH CONTRACT TIME : 11/13/09 COMPLETION DATE PROJECT(S) : PH-5E-08 FED # NONE CONTRACT DESCRIPTION: CONCRETE PAVEMENT REPAIR FROM: I-64/I-264 BOWERS HILL INTERCHANGE TO: THE HAMPTON TUNNEL SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D048 DENTON CONCRETE SERVICES COMPANY $ 1,948,000.00 100.0000% 2 D011 DOREY ELECTRIC COMPANY $ 2,552,580.00 131.0359% ==================================================================================================================================== |( 1 ) D048 |( 2 ) D011 |( ) |DENTON CONCRETE SERVICES CO |DOREY ELECTRIC COMPANY | 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| 10000.00000 10000.00| 110000.00000 110000.00| MOBILIZATION | | | 0020 10121 60.000 TON | 30.00000 1800.00| 57.00000 3420.00| AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10635 50.000 TON | 100.00000 5000.00| 125.00000 6250.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0040 15302 1790.000 SY | 260.00000 465400.00| 356.00000 637240.00| PATCHING CEMENT CONC. PAVE., TYPE II | | | 0050 15305 3400.000 SY | 264.00000 897600.00| 285.50000 970700.00| PATCHING CEMENT CONC. PAVE., TYPE IV-A | | | 0060 15309 1970.000 SY | 260.00000 512200.00| 401.00000 789970.00| NS PAVEMENT PAVEMENT PATCH.CEM CONC. | | | PAVE. TY. I | | | 0070 54076 7000.000 LF | 8.00000 56000.00| 5.00000 35000.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | SECTION TOTALS | $ 1,948,000.00| $ 2,552,580.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,948,000.00| $ 2,552,580.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK8 -1 TABULATION OF BIDS CALL ORDER : PK8 CONTRACT ID : CM908TPC39672B COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : TP-9C-08 FED # NONE CONTRACT DESCRIPTION: PAVEMENT MARKINGS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 2,096,862.50 100.0000% 2 R197 ROADMARK CORPORATION $ 2,263,200.00 107.9327% 3 D251 DENVILLE LINE PAINTING, INC. $ 2,858,400.00 136.3180% 4 T302 TRAFFIC LINES, INC. $ 3,729,350.00 177.8538% ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) D251 |A ANNANDALE, INC. |ROADMARK CORPORATION |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 54020 16275000.000 LF | 0.05330 867457.50| 0.05200 846300.00| 0.07000 1139250.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0020 54024 360000.000 LF | 0.11000 39600.00| 0.10500 37800.00| 0.14000 50400.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0030 54032 3660000.000 LF | 0.29000 1061400.00| 0.33500 1226100.00| 0.40000 1464000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0040 54034 35000.000 LF | 0.50000 17500.00| 0.48000 16800.00| 0.60000 21000.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0050 54037 60000.000 LF | 0.65000 39000.00| 0.67000 40200.00| 0.80000 48000.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0060 54040 17500.000 LF | 0.75000 13125.00| 1.00000 17500.00| 1.20000 21000.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0070 54079 6000.000 LF | 3.94000 23640.00| 4.00000 24000.00| 6.50000 39000.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0080 54100 2000.000 LF | 4.93000 9860.00| 6.00000 12000.00| 10.00000 20000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL VI- 6" CONTRAST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK8 -2 TABULATION OF BIDS CALL ORDER : PK8 CONTRACT ID : CM908TPC39672B COUNTIES : FAIRFAX LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) D251 |A ANNANDALE, INC. |ROADMARK CORPORATION |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54100 1000.000 LF | 6.88000 6880.00| 12.00000 12000.00| 22.00000 22000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL VI-12" CONTRAST | | | 0100 54100 1000.000 LF | 5.90000 5900.00| 8.00000 8000.00| 10.00000 10000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL VI-8" CONTRAST | | | 0110 54105 25000.000 LF | 0.50000 12500.00| 0.90000 22500.00| 0.95000 23750.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | SECTION TOTALS | $ 2,096,862.50| $ 2,263,200.00| $ 2,858,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,096,862.50| $ 2,263,200.00| $ 2,858,400.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK9 -1 TABULATION OF BIDS CALL ORDER : PK9 CONTRACT ID : CM908TPD39513B COUNTIES : PRINCE WILLIAM LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/30/09 COMPLETION DATE PROJECT(S) : TP-9D-08 FED # NONE CONTRACT DESCRIPTION: PAVEMENT MARKINGS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 1,607,000.00 100.0000% 2 R197 ROADMARK CORPORATION $ 1,638,780.00 101.9776% 3 D251 DENVILLE LINE PAINTING, INC. $ 2,290,050.00 142.5047% 4 T302 TRAFFIC LINES, INC. $ 2,499,050.00 155.5103% ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) D251 |A ANNANDALE, INC. |ROADMARK CORPORATION |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 54020 8675000.000 LF | 0.04740 411195.00| 0.04700 407725.00| 0.07000 607250.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0020 54022 345000.000 LF | 0.07500 25875.00| 0.07000 24150.00| 0.11000 37950.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0030 54024 370000.000 LF | 0.10000 37000.00| 0.09400 34780.00| 0.14000 51800.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0040 54026 30000.000 LF | 0.15000 4500.00| 0.15000 4500.00| 0.21000 6300.00 TYPE A PAVEMENT LINE MARKING 12" | | | 0050 54032 2685000.000 LF | 0.29000 778650.00| 0.29500 792075.00| 0.40000 1074000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0060 54034 450000.000 LF | 0.44000 198000.00| 0.45000 202500.00| 0.60000 270000.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0070 54037 115000.000 LF | 0.60000 69000.00| 0.62000 71300.00| 0.80000 92000.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0080 54040 30000.000 LF | 0.75000 22500.00| 1.00000 30000.00| 1.20000 36000.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0090 54079 6000.000 LF | 3.94000 23640.00| 3.57000 21420.00| 6.50000 39000.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PK9 -2 TABULATION OF BIDS CALL ORDER : PK9 CONTRACT ID : CM908TPD39513B COUNTIES : PRINCE WILLIAM LETTING DATE : 08/27/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) D251 |A ANNANDALE, INC. |ROADMARK CORPORATION |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54100 2000.000 LF | 4.93000 9860.00| 5.36000 10720.00| 10.00000 20000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL VI- 6" CONTRAST | | | 0110 54100 1000.000 LF | 7.88000 7880.00| 10.72000 10720.00| 22.00000 22000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL VI-12" CONTRAST | | | 0120 54100 1000.000 LF | 6.40000 6400.00| 7.14000 7140.00| 10.00000 10000.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL VI-8" CONTRAST | | | 0130 54105 25000.000 LF | 0.50000 12500.00| 0.87000 21750.00| 0.95000 23750.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | SECTION TOTALS | $ 1,607,000.00| $ 1,638,780.00| $ 2,290,050.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,607,000.00| $ 1,638,780.00| $ 2,290,050.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL4 -1 TABULATION OF BIDS CALL ORDER : PL4 CONTRACT ID : C00084134N01 COUNTIES : CAROLINE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/01/08 COMPLETION DATE PROJECT(S) : 0639-016-561,N501 FED # N/A CONTRACT DESCRIPTION: CONST. LT AND RT. TURN LANES AT LAKE LAND'OR FROM: CONSTRUCT LT. AND RT. TURN LANES TO: AT LAKE LAND'OR SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 J. L. KENT & SONS, INC. $ 384,141.90 100.0000% 2 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 398,294.13 103.6841% 3 B850 BRANSCOME, INC. $ 406,764.00 105.8890% 4 C084 COLLINS CONTRACTING COMPANY, INC. $ 553,893.65 144.1899% 5 C010 CENTRAL CONTRACTING COMPANY, INC. $ 572,119.05 148.9343% 6 C750 COLONY CONSTRUCTION, INC. $ 577,934.00 150.4481% 7 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 694,783.50 180.8664% 8 J273 JIREH CONSTRUCTION COMPANY, INC. $ 699,848.36 182.1849% ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) B850 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 37000.00000 37000.00| 31518.00000 31518.00| 38000.00000 38000.00 MOBILIZATION | | | 0020 00125 LUMP| 62500.00000 62500.00| 107944.00000 107944.00| 78500.00000 78500.00 GRADING | | | 0030 00128 754.000 CY | 10.00000 7540.00| 15.97000 12041.38| 24.00000 18096.00 EXTRA EXCAVATION | | | 0040 00355 1396.000 SY | 4.00000 5584.00| 2.60000 3629.60| 1.50000 2094.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0050 01120 36.000 LF | 50.00000 1800.00| 40.26000 1449.36| 50.00000 1800.00 12" PIPE | | | 0060 01182 82.000 LF | 80.00000 6560.00| 61.50000 5043.00| 80.00000 6560.00 18" CONC. PIPE | | | 0070 06181 1.000 EA | 650.00000 650.00| 540.75000 540.75| 900.00000 900.00 18" END SECTION ES-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL4 -2 TABULATION OF BIDS CALL ORDER : PL4 CONTRACT ID : C00084134N01 COUNTIES : CAROLINE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) B850 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 07506 1.000 EA | 2200.00000 2200.00| 2678.00000 2678.00| 2400.00000 2400.00 DROP INLET DI-5 | | | 0090 09150 3.000 TON | 300.00000 900.00| 257.50000 772.50| 60.00000 180.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0100 10128 2662.000 TON | 17.00000 45254.00| 16.18000 43071.16| 18.50000 49247.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0110 10250 744.000 TON | 30.00000 22320.00| 21.85000 16256.40| 22.50000 16740.00 NS AGGR. MATERIAL AGGR. MATERIAL VA. | | | COARSE AGGR. NO. 3 | | | 0120 10416 339.000 GAL | 5.00000 1695.00| 5.15000 1745.85| 5.00000 1695.00 LIQUID ASPHALT | | | 0130 10485 7.000 TON | 200.00000 1400.00| 72.39000 506.73| 200.00000 1400.00 NS COVER MATERIAL COVER MATERIAL FINE | | | AGGR. GR. B SAND OR NO. 10 AGGR. | | | 0140 10607 796.000 TON | 95.00000 75620.00| 85.07000 67715.72| 85.00000 67660.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0150 10642 876.000 TON | 85.05000 74503.80| 77.31000 67723.56| 80.00000 70080.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0160 11070 1725.000 LF | 5.00000 8625.00| 3.09000 5330.25| 3.00000 5175.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0170 12610 226.000 LF | 16.55000 3740.30| 29.87000 6750.62| 26.50000 5989.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0180 24260 220.000 TON | 18.00000 3960.00| 17.21000 3786.20| 22.00000 4840.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0190 24265 LUMP| 8500.00000 8500.00| 9424.50000 9424.50| 21000.00000 21000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC MAINT. OF TRAFFIC | | | 0200 24430 192.000 SY | 8.00000 1536.00| 5.26000 1009.92| 8.00000 1536.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0210 27321 302.000 SY | 4.00000 1208.00| 3.09000 933.18| 2.00000 604.00 PROTECTIVE COVERING EC-2 | | | 0220 27410 1.000 EA | 350.00000 350.00| 51.50000 51.50| 700.00000 700.00 CHECK DAM, ROCK TY. I | | | 0230 27415 3.000 EA | 250.00000 750.00| 103.00000 309.00| 350.00000 1050.00 CHECK DAM(ROCK) TY. II | | | 0240 27430 155.000 CY | 2.00000 310.00| 5.15000 798.25| 17.00000 2635.00 SILTATION CONTROL EXCAVATION | | | 0250 27450 1.000 EA | 350.00000 350.00| 51.50000 51.50| 145.00000 145.00 DROP INLET SILT TRAP, TYPE A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL4 -3 TABULATION OF BIDS CALL ORDER : PL4 CONTRACT ID : C00084134N01 COUNTIES : CAROLINE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) B028 |( 3 ) B850 |J. L. KENT & SONS, INC. |BLAKEMORE CONSTRUCTION CORP |BRANSCOME, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 27506 630.000 LF | 6.00000 3780.00| 2.06000 1297.80| 2.00000 1260.00 TEMP. FILTER BARRIER | | | 0270 27580 90.000 CY | 15.00000 1350.00| 20.60000 1854.00| 27.50000 2475.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0280 54032 6700.000 LF | 0.47000 3149.00| 0.43000 2881.00| 0.45000 3015.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0290 54042 140.000 LF | 5.02000 702.80| 5.93000 830.20| 4.90000 686.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0300 54300 4.000 EA | 76.00000 304.00| 87.55000 350.20| 75.50000 302.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | SECTION TOTALS | $ 384,141.90| $ 398,294.13| $ 406,764.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,141.90| $ 398,294.13| $ 406,764.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL5 -1 TABULATION OF BIDS CALL ORDER : PL5 CONTRACT ID : C00080059N01 COUNTIES : PITTSYLVANIA LETTING DATE : 08/27/08 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/01/09 COMPLETION DATE PROJECT(S) : 1069-071-P39, N501 FED # NONE 0706-071-P40, N501 FED # NONE 0956-071-P41,N501 FED # NONE OTHERS CONTRACT DESCRIPTION: RURAL RUSTIC IMPROVEMENT - VARIOUS ROUTES 11 ROUTES - PITTSYLVANIA COUNTY PRIME & DOUBLE SEAL SURFACE TREATMENT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C359 CREWS CONSTRUCTION COMPANY, INC. $ 342,554.92 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 343,875.28 100.3854% 3 A006 ADAMS CONSTRUCTION COMPANY $ 379,749.40 110.8580% 4 T006 MARVIN V. TEMPLETON & SONS, INC. $ 405,460.72 118.3637% 5 P203 PEARSON CONSTRUCTION, INC. $ 475,425.56 138.7881% 6 S010 SELLERS BROTHERS, INC. $ 495,279.92 144.5841% ==================================================================================================================================== |( 1 ) C359 |( 2 ) W048 |( 3 ) A006 |CREWS CONSTRUCTION COMPANY, |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 24419.00000 24419.00| 14050.00000 14050.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 00122 20244.000 LF | 0.72000 14575.68| 0.97000 19636.68| 2.25000 45549.00 NS GRADING GRADING LIMITED (RURAL | | | RUSTIC) | | | 0030 10113 7910.000 TON | 16.75000 132492.50| 17.90000 141589.00| 15.50000 122605.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 10416 34072.000 GAL | 2.92000 99490.24| 3.80000 129473.60| 3.40000 115844.80 LIQUID ASPHALT | | | 0050 10468 558.000 TON | 45.75000 25528.50| 23.00000 12834.00| 46.90000 26170.20 COVER MATL. AGGR. NO. 68 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL5 -2 TABULATION OF BIDS CALL ORDER : PL5 CONTRACT ID : C00080059N01 COUNTIES : PITTSYLVANIA LETTING DATE : 08/27/08 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) C359 |( 2 ) W048 |( 3 ) A006 |CREWS CONSTRUCTION COMPANY, |W-L CONSTRUCTION & PAVING, |ADAMS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 10478 464.000 TON | 45.75000 21228.00| 25.50000 11832.00| 53.10000 24638.40 COVER MATL. AGGR. NO. 78 | | | 0070 10480 396.000 TON | 45.75000 18117.00| 22.50000 8910.00| 57.00000 22572.00 COVER MATL. AGGR. NO. 8 | | | 0080 24265 LUMP| 576.00000 576.00| 375.00000 375.00| 1020.00000 1020.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 643 | | | 0090 24265 LUMP| 800.00000 800.00| 850.00000 850.00| 1850.00000 1850.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 706 | | | 0100 24265 LUMP| 576.00000 576.00| 850.00000 850.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 786 | | | 0110 24265 LUMP| 672.00000 672.00| 850.00000 850.00| 1650.00000 1650.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 831 | | | 0120 24265 LUMP| 768.00000 768.00| 375.00000 375.00| 2250.00000 2250.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 843 | | | 0130 24265 LUMP| 576.00000 576.00| 375.00000 375.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 956 | | | 0140 24265 LUMP| 528.00000 528.00| 375.00000 375.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 1047 | | | 0150 24265 LUMP| 480.00000 480.00| 375.00000 375.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 1052 | | | 0160 24265 LUMP| 528.00000 528.00| 375.00000 375.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 1069 | | | 0170 24265 LUMP| 672.00000 672.00| 375.00000 375.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 1113 | | | 0180 24265 LUMP| 528.00000 528.00| 375.00000 375.00| 800.00000 800.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC RTE. 1659 | | | SECTION TOTALS | $ 342,554.92| $ 343,875.28| $ 379,749.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,554.92| $ 343,875.28| $ 379,749.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL9 -1 TABULATION OF BIDS CALL ORDER : PL9 CONTRACT ID : CM408GIB39715 COUNTIES : RICHMOND LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 03/06/09 COMPLETION DATE PROJECT(S) : GI-4B-08 FED # NONE CONTRACT DESCRIPTION: GUARDRAIL IMPROVEMENT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R975 RITE WAY FENCE, INC. $ 564,138.30 100.0000% 2 A880 A & P SERVICES, LLC $ 578,591.00 102.5619% 3 M004 MAKCO, INCORPORATED $ 602,501.00 106.8002% 4 L159 L. S. LEE, INC. $ 614,614.00 108.9474% 5 S463 SELCO CONSTRUCTION SERVICES, INC. $ 657,630.90 116.5726% 6 P009 PENN LINE SERVICE, INC. $ 801,965.50 142.1576% ==================================================================================================================================== |( 1 ) R975 |( 2 ) A880 |( 3 ) M004 |RITE WAY FENCE, INC. |A & P SERVICES, LLC |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 13310 13.000 LF | 50.00000 650.00| 100.00000 1300.00| 100.00000 1300.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0020 13315 9.000 EA | 850.00000 7650.00| 750.00000 6750.00| 1000.00000 9000.00 GUARDRAIL TERMINAL GR-11 | | | 0030 13320 12613.000 LF | 20.10000 253521.30| 20.00000 252260.00| 20.00000 252260.00 GUARDRAIL GR-2 | | | 0040 13331 238.000 LF | 22.75000 5414.50| 23.00000 5474.00| 24.00000 5712.00 RAD. GUARDRAIL GR-2 | | | 0050 13345 22.000 EA | 2500.00000 55000.00| 2400.00000 52800.00| 2750.00000 60500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0060 13346 5.000 EA | 500.00000 2500.00| 100.00000 500.00| 300.00000 1500.00 REMOVE GR-7 TERMINAL | | | 0070 13355 113.000 LF | 33.00000 3729.00| 30.00000 3390.00| 30.00000 3390.00 GUARDRAIL GR-10 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL9 -2 TABULATION OF BIDS CALL ORDER : PL9 CONTRACT ID : CM408GIB39715 COUNTIES : RICHMOND LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) R975 |( 2 ) A880 |( 3 ) M004 |RITE WAY FENCE, INC. |A & P SERVICES, LLC |MAKCO, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13393 1.000 EA | 2300.00000 2300.00| 500.00000 500.00| 1000.00000 1000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0090 13400 475.000 LF | 23.00000 10925.00| 22.00000 10450.00| 23.00000 10925.00 NS GUARDRAIL GUARDRAIL GR-2 7' POST | | | 0100 13400 1125.000 LF | 23.72000 26685.00| 24.00000 27000.00| 25.00000 28125.00 NS GUARDRAIL GUARDRAIL GR-2 8' POST | | | 0110 13400 100.000 LF | 50.00000 5000.00| 40.00000 4000.00| 30.00000 3000.00 NS GUARDRAIL GUARDRAIL GR-2A 8' POST | | | DOUBLE NESTED | | | 0120 13400 100.000 LF | 35.00000 3500.00| 35.00000 3500.00| 30.00000 3000.00 NS GUARDRAIL GUARDRAIL GR-2A 8' POST | | | 0130 13401 2.000 EA | 3000.00000 6000.00| 3000.00000 6000.00| 5000.00000 10000.00 NS GUARDRAIL GUARDRAIL BRGR-17 TY I MOD | | | 0140 13401 5.000 EA | 2800.00000 14000.00| 3000.00000 15000.00| 5000.00000 25000.00 NS GUARDRAIL GUARDRAIL BRGR-17 TYPE I | | | 0150 13401 2.000 EA | 3200.00000 6400.00| 3000.00000 6000.00| 1000.00000 2000.00 NS GUARDRAIL GUARDRAIL BRGR-17 TYPE II | | | 0160 13401 4.000 EA | 3600.00000 14400.00| 3000.00000 12000.00| 5000.00000 20000.00 NS GUARDRAIL GUARDRAIL BRGR-20 TY I | | | 0170 13401 4.000 EA | 2500.00000 10000.00| 3000.00000 12000.00| 5000.00000 20000.00 NS GUARDRAIL GUARDRAIL BRGR-30 TY I MOD | | | 0180 13401 4.000 EA | 2800.00000 11200.00| 3000.00000 12000.00| 1000.00000 4000.00 NS GUARDRAIL GUARDRAIL BRGR-30 TYPE II | | | 0190 13401 1.000 EA | 3000.00000 3000.00| 1200.00000 1200.00| 1000.00000 1000.00 NS GUARDRAIL GUARDRAIL RELOCATE EXIST. | | | GR-9 | | | 0200 13401 40.000 EA | 10.00000 400.00| 10.00000 400.00| 20.00000 800.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD OR COMPOSITE) | | | 0210 24160 488.000 SF | 3.00000 1464.00| 1.00000 488.00| 15.00000 7320.00 CONSTRUCTION SIGNS | | | 0220 24260 360.000 TON | 18.00000 6480.00| 80.00000 28800.00| 45.00000 16200.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0230 24272 104.000 HR | 25.00000 2600.00| 20.00000 2080.00| 20.00000 2080.00 TRUCK MOUNTED ATTENUATOR | | | 0240 24278 390.000 DAY | 2.00000 780.00| 5.00000 1950.00| 2.00000 780.00 GROUP 2 CHANNELIZING DEVICES | | | 0250 24279 104.000 HR | 25.00000 2600.00| 30.00000 3120.00| 20.00000 2080.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PL9 -3 TABULATION OF BIDS CALL ORDER : PL9 CONTRACT ID : CM408GIB39715 COUNTIES : RICHMOND LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) R975 |( 2 ) A880 |( 3 ) M004 |RITE WAY FENCE, INC. |A & P SERVICES, LLC |MAKCO, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24281 104.000 HR | 8.00000 832.00| 10.00000 1040.00| 10.00000 1040.00 ELECTRONIC ARROW | | | 0270 24282 340.000 HR | 60.00000 20400.00| 15.00000 5100.00| 25.00000 8500.00 FLAGGER SERVICE | | | 0280 24601 14863.000 LF | 2.50000 37157.50| 3.00000 44589.00| 3.00000 44589.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR | | | 0290 24617 300.000 LF | 12.00000 3600.00| 10.00000 3000.00| 5.00000 1500.00 NS REUSE GUARDRAIL REUSE GUARDRAIL GR | | | 0300 24617 450.000 LF | 18.00000 8100.00| 10.00000 4500.00| 10.00000 4500.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | MODIFIED | | | 0310 13400 13550.000 LF | 2.00000 27100.00| 3.00000 40650.00| 3.00000 40650.00 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0320 49012 215.000 EA | 50.00000 10750.00| 50.00000 10750.00| 50.00000 10750.00 NS UTILITIES UTILITIES UTILITY TEST | | | HOLES | | | SECTION TOTALS | $ 564,138.30| $ 578,591.00| $ 602,501.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 564,138.30| $ 578,591.00| $ 602,501.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM1 -1 TABULATION OF BIDS CALL ORDER : PM1 CONTRACT ID : CM408TPD39710 COUNTIES : HANOVER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/30/09 COMPLETION DATE PROJECT(S) : TP-4D-08 FED # NONE CONTRACT DESCRIPTION: PAVEMENT LINE MARKING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P368 PAYNE'S PARKING DESIGNS, INC. $ 332,147.00 100.0000% 2 A231 A ANNANDALE, INC. $ 408,106.00 122.8691% 3 T302 TRAFFIC LINES, INC. $ 640,440.00 192.8182% 4 R197 ROADMARK CORPORATION $ 716,670.00 215.7689% ==================================================================================================================================== |( 1 ) P368 |( 2 ) A231 |( 3 ) T302 |PAYNE'S PARKING DESIGNS, IN |A ANNANDALE, INC. |TRAFFIC LINES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00098 5.000 EA | 1200.00000 6000.00| 5750.00000 28750.00| 5000.00000 25000.00 NS MOBILIZATION MOBILIZATION SCHEDULE | | | NORTH | | | 0020 00098 5.000 EA | 1200.00000 6000.00| 7450.00000 37250.00| 5000.00000 25000.00 NS MOBILIZATION MOBILIZATION SCHEDULE | | | SOUTH | | | 0030 24160 394.000 SF | 8.00000 3152.00| 4.00000 1576.00| 10.00000 3940.00 CONSTRUCTION SIGNS | | | 0040 24272 300.000 HR | 24.00000 7200.00| 10.00000 3000.00| 100.00000 30000.00 TRUCK MOUNTED ATTENUATOR | | | 0050 24278 500.000 DAY | 1.10000 550.00| 2.00000 1000.00| 1.00000 500.00 GROUP 2 CHANNELIZING DEVICES | | | 0060 24279 100.000 HR | 24.00000 2400.00| 15.00000 1500.00| 50.00000 5000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0070 24281 300.000 HR | 5.00000 1500.00| 1.00000 300.00| 20.00000 6000.00 ELECTRONIC ARROW | | | 0080 24282 200.000 HR | 10.00000 2000.00| 15.00000 3000.00| 50.00000 10000.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM1 -2 TABULATION OF BIDS CALL ORDER : PM1 CONTRACT ID : CM408TPD39710 COUNTIES : HANOVER LETTING DATE : 08/27/08 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) P368 |( 2 ) A231 |( 3 ) T302 |PAYNE'S PARKING DESIGNS, IN |A ANNANDALE, INC. |TRAFFIC LINES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54020 10000.000 LF | 0.22000 2200.00| 0.12000 1200.00| 1.50000 15000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0100 54032 150000.000 LF | 0.48000 72000.00| 0.42000 63000.00| 0.75000 112500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0110 54034 6000.000 LF | 1.22000 7320.00| 0.56000 3360.00| 1.00000 6000.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0120 54037 3000.000 LF | 1.20000 3600.00| 0.80000 2400.00| 1.50000 4500.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0130 54042 3000.000 LF | 4.35000 13050.00| 4.00000 12000.00| 4.50000 13500.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0140 54076 4000.000 LF | 2.28000 9120.00| 3.48000 13920.00| 5.00000 20000.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0150 54101 5.000 EA | 145.00000 725.00| 400.00000 2000.00| 500.00000 2500.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | LANE-REDUCTION ARROW | | | 0160 54105 50000.000 LF | 0.55000 27500.00| 0.42000 21000.00| 0.50000 25000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0170 54210 1000.000 EA | 12.00000 12000.00| 45.00000 45000.00| 50.00000 50000.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0180 54216 10000.000 EA | 7.95000 79500.00| 10.00000 100000.00| 12.50000 125000.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0190 54217 2000.000 EA | 22.90000 45800.00| 22.50000 45000.00| 50.00000 100000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0200 54300 100.000 EA | 67.00000 6700.00| 60.00000 6000.00| 225.00000 22500.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0210 54310 30.000 EA | 96.00000 2880.00| 120.00000 3600.00| 450.00000 13500.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0220 54400 10.000 EA | 210.00000 2100.00| 225.00000 2250.00| 500.00000 5000.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0230 54401 20.000 EA | 640.00000 12800.00| 300.00000 6000.00| 750.00000 15000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0240 54404 10.000 EA | 605.00000 6050.00| 500.00000 5000.00| 500.00000 5000.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 332,147.00| $ 408,106.00| $ 640,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 332,147.00| $ 408,106.00| $ 640,440.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM3 -1 TABULATION OF BIDS CALL ORDER : PM3 CONTRACT ID : C00088815N01 COUNTIES : BUCHANAN RUSSELL LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/31/08 COMPLETION DATE PROJECT(S) : 9999-083-R24, N501 FED # NONE 0625-013-R77,N501 FED # NONE 9999-013-786, N501 FED # NONE CONTRACT DESCRIPTION: INSTALL GUARDRAIL VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R975 RITE WAY FENCE, INC. $ 430,085.00 100.0000% 2 S463 SELCO CONSTRUCTION SERVICES, INC. $ 446,187.50 103.7440% 3 M004 MAKCO, INCORPORATED $ 484,550.00 112.6638% 4 P009 PENN LINE SERVICE, INC. $ 498,100.00 115.8143% ==================================================================================================================================== |( 1 ) R975 |( 2 ) S463 |( 3 ) M004 |RITE WAY FENCE, INC. |SELCO CONSTRUCTION SERVICES |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 10128 560.000 TON | 35.00000 19600.00| 17.50000 9800.00| 40.00000 22400.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0020 13320 17600.000 LF | 18.60000 327360.00| 19.75000 347600.00| 20.50000 360800.00 GUARDRAIL GR-2 | | | 0030 13323 50.000 LF | 25.00000 1250.00| 21.75000 1087.50| 26.00000 1300.00 GUARDRAIL GR-2A | | | 0040 13345 35.000 EA | 2325.00000 81375.00| 2500.00000 87500.00| 2850.00000 99750.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0050 13346 1.000 EA | 500.00000 500.00| 200.00000 200.00| 300.00000 300.00 REMOVE GR-7 TERMINAL | | | SECTION TOTALS | $ 430,085.00| $ 446,187.50| $ 484,550.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,085.00| $ 446,187.50| $ 484,550.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM4 -1 TABULATION OF BIDS CALL ORDER : PM4 CONTRACT ID : C00088221N01 COUNTIES : SCOTT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/01/08 COMPLETION DATE PROJECT(S) : 0023-084-X62,N501 FED # NONE 0023-084-X63,N501 FED # NONE 0023-084-X64,N501 FED # NONE CONTRACT DESCRIPTION: CONSTRUCT TURN LANES LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 158,200.24 100.0000% 2 W048 W-L CONSTRUCTION & PAVING, INC. $ 160,926.68 101.7234% 3 E054 ESTES BROS. CONST., INC. $ 182,590.24 115.4172% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 202,641.40 128.0917% ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) E054 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |ESTES BROS. CONST., 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| 8000.00000 8000.00| 3800.00000 3800.00| 15800.00000 15800.00 MOBILIZATION | | | 0020 00125 LUMP| 15000.00000 15000.00| 52037.00000 52037.00| 38900.00000 38900.00 GRADING | | | 0030 00140 250.000 CY | 17.00000 4250.00| 0.01000 2.50| 10.00000 2500.00 BORROW EXCAVATION | | | 0040 10128 241.000 TON | 21.00000 5061.00| 42.80000 10314.80| 40.55000 9772.55 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10607 55.000 TON | 341.00000 18755.00| 310.00000 17050.00| 341.00000 18755.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0060 10610 80.000 TON | 256.30000 20504.00| 233.00000 18640.00| 256.30000 20504.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0070 10642 150.000 TON | 212.30000 31845.00| 193.00000 28950.00| 212.30000 31845.00 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM4 -2 TABULATION OF BIDS CALL ORDER : PM4 CONTRACT ID : C00088221N01 COUNTIES : SCOTT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) E054 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |ESTES BROS. CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13320 380.000 LF | 20.85000 7923.00| 33.30000 12654.00| 18.95000 7201.00 GUARDRAIL GR-2 | | | 0090 13331 26.000 LF | 25.25000 656.50| 35.80000 930.80| 22.95000 596.70 RAD. GUARDRAIL GR-2 | | | 0100 13383 1.000 EA | 1815.00000 1815.00| 4225.00000 4225.00| 1650.00000 1650.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 24100 200.000 HR | 1.00000 200.00| 0.01000 2.00| 5.00000 1000.00 ALLAYING DUST | | | 0120 24160 864.000 SF | 15.00000 12960.00| 0.01000 8.64| 7.06000 6099.84 CONSTRUCTION SIGNS | | | 0130 24260 150.000 TON | 19.00000 2850.00| 0.01000 1.50| 18.08000 2712.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0140 24272 325.000 HR | 25.00000 8125.00| 0.01000 3.25| 15.00000 4875.00 TRUCK MOUNTED ATTENUATOR | | | 0150 24278 750.000 DAY | 1.00000 750.00| 0.01000 7.50| 0.78000 585.00 GROUP 2 CHANNELIZING DEVICES | | | 0160 24281 500.000 HR | 10.00000 5000.00| 0.01000 5.00| 5.00000 2500.00 ELECTRONIC ARROW | | | 0170 24282 375.000 HR | 2.00000 750.00| 0.01000 3.75| 8.00000 3000.00 FLAGGER SERVICE | | | 0180 24287 85.000 DAY | 0.10000 8.50| 0.01000 0.85| 0.45000 38.25 WARNING LIGHT TY. A | | | 0190 24831 1.000 EA | 3000.00000 3000.00| 6100.00000 6100.00| 2500.00000 2500.00 NS ADJUST EXIST. DROP INLET ADJUST | | | EXIST.DROP INLET DI-7 | | | 0200 27102 36.000 LB | 12.00000 432.00| 0.01000 0.36| 10.50000 378.00 REGULAR SEED | | | 0210 27215 3.000 TON | 600.00000 1800.00| 0.01000 0.03| 575.00000 1725.00 FERTILIZER(15-30-15) | | | 0220 27250 3.000 TON | 175.00000 525.00| 0.01000 0.03| 125.00000 375.00 LIME | | | 0230 27321 17.000 SY | 7.00000 119.00| 3.00000 51.00| 5.50000 93.50 PROTECTIVE COVERING EC-2 | | | 0240 27415 3.000 EA | 250.00000 750.00| 0.01000 0.03| 500.00000 1500.00 CHECK DAM(ROCK) TY. II | | | 0250 27430 99.000 CY | 0.01000 0.99| 0.01000 0.99| 1.00000 99.00 SILTATION CONTROL EXCAVATION | | | 0260 27505 40.000 LF | 5.00000 200.00| 0.01000 0.40| 3.37000 134.80 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM4 -3 TABULATION OF BIDS CALL ORDER : PM4 CONTRACT ID : C00088221N01 COUNTIES : SCOTT LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) W048 |( 3 ) E054 |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, |ESTES BROS. CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27506 825.000 LF | 1.50000 1237.50| 0.01000 8.25| 3.24000 2673.00 TEMP. FILTER BARRIER | | | 0280 54032 1240.000 LF | 4.35000 5394.00| 4.35000 5394.00| 3.39000 4203.60 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0290 54040 35.000 LF | 8.25000 288.75| 21.00000 735.00| 16.40000 574.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | SECTION TOTALS | $ 158,200.24| $ 160,926.68| $ 182,590.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,200.24| $ 160,926.68| $ 182,590.24 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM5 -1 TABULATION OF BIDS CALL ORDER : PM5 CONTRACT ID : C00088220N01 COUNTIES : LEE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 CONTRACT TIME : 12/31/08 COMPLETION DATE PROJECT(S) : 0058-052-X19,N501 FED # NONE CONTRACT DESCRIPTION: CONSTRUCT TURN LANES FROM: 200 L.F. S. RTE. 612 E. TO: 200 L.F. N. RTE. 612 W. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E054 ESTES BROS. CONST., INC. $ 221,840.95 100.0000% 2 E155 ELK KNOB, INC. $ 222,126.25 100.1286% 3 W048 W-L CONSTRUCTION & PAVING, INC. $ 273,479.30 123.2772% 4 G326 GLASS MACHINERY AND EXCAVATION, INC. $ 283,501.50 127.7949% ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) W048 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, 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| 17500.00000 17500.00| 20000.00000 20000.00| 10155.00000 10155.00 MOBILIZATION | | | 0020 00125 LUMP| 26696.00000 26696.00| 31000.00000 31000.00| 48305.00000 48305.00 GRADING | | | 0030 10065 50.000 TON | 19.05000 952.50| 35.00000 1750.00| 25.80000 1290.00 AGGR. MATL. NO. 1 | | | 0040 10128 415.000 TON | 11.58000 4805.70| 25.00000 10375.00| 28.25000 11723.75 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10607 255.000 TON | 126.20000 32181.00| 140.00000 35700.00| 126.20000 32181.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0060 10610 350.000 TON | 94.90000 33215.00| 64.90000 22715.00| 94.90000 33215.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0070 10642 720.000 TON | 81.70000 58824.00| 51.70000 37224.00| 81.70000 58824.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0080 13320 788.000 LF | 18.95000 14932.60| 20.85000 16429.80| 25.25000 19897.00 GUARDRAIL GR-2 | | | 0090 13331 50.000 LF | 22.95000 1147.50| 25.25000 1262.50| 28.90000 1445.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM5 -2 TABULATION OF BIDS CALL ORDER : PM5 CONTRACT ID : C00088220N01 COUNTIES : LEE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) W048 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 24100 250.000 HR | 8.00000 2000.00| 0.01000 2.50| 1.00000 250.00 ALLAYING DUST | | | 0110 24160 288.000 SF | 13.00000 3744.00| 15.00000 4320.00| 14.00000 4032.00 CONSTRUCTION SIGNS | | | 0120 24260 100.000 TON | 10.05000 1005.00| 20.00000 2000.00| 23.55000 2355.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0130 24272 250.000 HR | 8.00000 2000.00| 35.00000 8750.00| 24.00000 6000.00 TRUCK MOUNTED ATTENUATOR | | | 0140 24278 800.000 DAY | 0.53000 424.00| 1.00000 800.00| 2.00000 1600.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24281 600.000 HR | 2.00000 1200.00| 5.00000 3000.00| 1.00000 600.00 ELECTRONIC ARROW | | | 0160 24282 500.000 HR | 10.00000 5000.00| 25.00000 12500.00| 21.00000 10500.00 FLAGGER SERVICE | | | 0170 24287 50.000 DAY | 0.45000 22.50| 0.01000 0.50| 38.40000 1920.00 WARNING LIGHT TY. A | | | 0180 24410 1995.000 SY | 0.50000 997.50| 0.01000 19.95| 5.65000 11271.75 DEMOLITION OF PAVEMENT | | | 0190 27102 192.000 LB | 9.25000 1776.00| 10.18000 1954.56| 11.55000 2217.60 REGULAR SEED | | | 0200 27104 16.000 LB | 22.00000 352.00| 24.20000 387.20| 10.80000 172.80 LEGUME SEED | | | 0210 27215 1.000 TON | 650.00000 650.00| 715.00000 715.00| 1925.00000 1925.00 FERTILIZER(15-30-15) | | | 0220 27250 4.000 TON | 125.00000 500.00| 137.50000 550.00| 227.00000 908.00 LIME | | | 0230 27321 50.000 SY | 4.50000 225.00| 5.00000 250.00| 6.00000 300.00 PROTECTIVE COVERING EC-2 | | | 0240 27415 10.000 EA | 500.00000 5000.00| 275.00000 2750.00| 305.00000 3050.00 CHECK DAM(ROCK) TY. II | | | 0250 27430 174.000 CY | 1.00000 174.00| 0.01000 1.74| 1.00000 174.00 SILTATION CONTROL EXCAVATION | | | 0260 27505 750.000 LF | 3.37000 2527.50| 1.50000 1125.00| 4.15000 3112.50 TEMP. SILT FENCE | | | 0270 27506 250.000 LF | 3.24000 810.00| 5.00000 1250.00| 4.15000 1037.50 TEMP. FILTER BARRIER | | | 0280 54020 4325.000 LF | 0.35000 1513.75| 0.70000 3027.50| 0.70000 3027.50 TYPE A PAVEMENT LINE MARKING 4" | | | 0290 54026 22.000 LF | 0.70000 15.40| 3.00000 66.00| 2.95000 64.90 TYPE A PAVEMENT LINE MARKING 12" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 09/30/08 PAGE : PM5 -3 TABULATION OF BIDS CALL ORDER : PM5 CONTRACT ID : C00088220N01 COUNTIES : LEE LETTING DATE : 08/27/08 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E054 |( 2 ) E155 |( 3 ) W048 |ESTES BROS. CONST., INC. |ELK KNOB, INC. |W-L CONSTRUCTION & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 54028 550.000 LF | 3.00000 1650.00| 4.00000 2200.00| 3.50000 1925.00 TYPE A PAVEMENT LINE MARKING 24" | | | SECTION TOTALS | $ 221,840.95| $ 222,126.25| $ 273,479.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,840.95| $ 222,126.25| $ 273,479.30 ==================================================================================================================================== 98