E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : J50 -1 TABULATION OF BIDS CALL ORDER : J50 CONTRACT ID : C00071587C01B COUNTIES : CHINCOTEAQUE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 06/29/12 COMPLETION DATE PROJECT(S) : U000-190-109, C501 FED # STP-5190(010) CONTRACT DESCRIPTION: 0.052 MI. GRADE, DRAIN, ASP. PAVE., SLURRY SEAL & UTILITIES FROM: 0.039 MILES SOUTH OF CHURCH ST TO: 0.013 MILES NORTH OF CHURCH ST SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME INC. $ 458,000.62 100.0000% ==================================================================================================================================== |( 1 ) B850 |( ) |( ) |BRANSCOME INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 59930.89000 59930.89| | MOBILIZATION | | | 0020 00110 0.100 LS | 8502.50000 8502.50| | CLEARING AND GRUBBING | | | 0030 00120 265.000 CY | 28.59000 7576.35| | REGULAR EXCAVATION | | | 0040 00506 37.000 TON | 125.71000 4651.27| | NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57, SUPPLEMENTAL | | | 0050 00525 0.300 CY | 3395.97000 1018.79| | CONCRETE CLASS A3 MISC. | | | 0060 00529 13.000 CY | 280.90000 3651.70| | FLOWABLE BACKFILL | | | 0070 00700 432.000 LF | 6.06000 2617.92| | POST INSTALLATION INSPECTION | | | 0080 01126 94.000 LF | 53.76000 5053.44| | STORM SEWER PIPE 12" | | | 0090 02142 338.000 LF | 100.13000 33843.94| | 23" X 14" ELLIPTICAL CONC. PIPE | | | 0100 06500 1.000 EA | 2034.44000 2034.44| | 23" X 14" END SECTION ES-1A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : J50 -2 TABULATION OF BIDS CALL ORDER : J50 CONTRACT ID : C00071587C01B COUNTIES : CHINCOTEAQUE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( ) |( ) |BRANSCOME INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 06740 1.000 EA | 2767.06000 2767.06| | DROP INLET DI-1 | | | 0120 08924 4.000 EA | 3553.14000 14212.56| | DROP INLET DI-12B,L=4' | | | 0130 09055 5.900 LF | 1351.36000 7973.02| | MANHOLE MH-2 | | | 0140 09066 3.000 EA | 1155.81000 3467.43| | NS FRAME & COVER FRAME & COVER MH-1A | | | 0150 09148 3.000 TON | 560.12000 1680.36| | EROSION CONTROL STONE CLASS A1 EC-1 | | | 0160 10128 638.000 TON | 58.10000 37067.80| | AGGR. BASE MATL. TY. I NO. 21B | | | 0170 10610 441.000 TON | 123.88000 54631.08| | ASPHALT CONCRETE TY. IM-19.0A | | | 0180 11070 123.000 LF | 19.83000 2439.09| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | D= 4.5" | | | 0190 13232 185.000 SY | 4.62000 854.70| | GEOTEXTILE DRAINAGE FABRIC | | | 0200 16120 2359.000 SY | 13.75000 32436.25| | EMUL. ASPHALT SLURRY SEAL TYPE B | | | 0210 24100 100.000 HR | 83.46000 8346.00| | ALLAYING DUST | | | 0220 24152 8.000 EA | 488.11000 3904.88| | TYPE III BARRICADE 8' | | | 0230 24160 386.000 SF | 34.04000 13139.44| | CONSTRUCTION SIGNS | | | 0240 24278 1200.000 DAY | 16.94000 20328.00| | GROUP 2 CHANNELIZING DEVICES | | | 0250 24279 168.000 HR | 23.69000 3979.92| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0260 24400 1.000 UNIT| 7430.66000 7430.66| | OBSCURING ROADWAY | | | 0270 24430 2096.000 SY | 3.54000 7419.84| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0280 24703 75.000 LF | 10.15000 761.25| | NS REMOVE EXIST REMOVE EXIST. PIPE | | | 0290 24801 4.000 EA | 611.55000 2446.20| | NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET ... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : J50 -3 TABULATION OF BIDS CALL ORDER : J50 CONTRACT ID : C00071587C01B COUNTIES : CHINCOTEAQUE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( ) |( ) |BRANSCOME INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 27102 34.000 LB | 102.30000 3478.20| | REGULAR SEED | | | 0310 27215 0.230 TON | 5145.74000 1183.52| | FERTILIZER(15-30-15) | | | 0320 27250 0.030 TON | 7438.33000 223.15| | LIME | | | 0330 27326 3.000 SY | 148.77000 446.31| | SOIL STABILIZATION MAT EC-3 TYPE B | | | 0340 27415 4.000 EA | 546.26000 2185.04| | CHECK DAM(ROCK) TY. II | | | 0350 27422 1.000 EA | 2255.55000 2255.55| | DEWATERING BASIN | | | 0360 27430 466.000 CY | 27.75000 12931.50| | SILTATION CONTROL EXCAVATION | | | 0370 27451 9.000 EA | 478.39000 4305.51| | INLET PROTECTION TYPE A | | | 0380 27506 1916.000 LF | 5.37000 10288.92| | TEMP. FILTER BARRIER | | | 0390 45506 60.000 LF | 288.32000 17299.20| | REMOVE EXIST. A/C PIPE | | | 0400 50108 37.000 SF | 161.94000 5991.78| | SIGN PANEL | | | 0410 54032 2335.000 LF | 2.63000 6141.05| | TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0420 54042 40.000 LF | 6.58000 263.20| | TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0430 55588 4.000 EA | 2763.24000 11052.96| | JUNCTION BOX JB-S3 | | | 0440 56034 460.000 LF | 39.47000 18156.20| | 3" CONDUIT | | | 0450 56200 175.000 LF | 15.17000 2654.75| | TRENCH EXCAVATION ECI-1 | | | 0460 56202 75.000 LF | 66.36000 4977.00| | TRENCH EXCAVATION ECI-2 | | | SECTION TOTALS | $ 458,000.62| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 458,000.62| $ | $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -1 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 07/30/13 COMPLETION DATE PROJECT(S) : (FO) 6234-076-136,C501 FED # STP-5A01(269) CONTRACT DESCRIPTION: 1.25 MI.GRADE, DRAIN, ASPH. PAVE, LIGHTING, COMM. EQUIP FROM: CUSHING ROAD TO: I-66 RAMP SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 5,290,990.91 100.0000% 2 A667 THE ANDERSON COMPANY, L.L.C. $ 5,397,772.25 102.0182% 3 M008 MARTIN AND GASS, INCORPORATED $ 5,406,470.15 102.1826% 4 L002 THE LANE CONSTRUCTION CORPORATION $ 5,675,078.55 107.2593% 5 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 5,755,568.20 108.7805% 6 A571 A & W CONTRACTING CORPORATION $ 5,995,112.66 113.3079% 7 C224 CHEMUNG CONTRACTING CORPORATION $ 6,468,730.35 122.2593% 8 F034 FORT MYER CONSTRUCTION CORPORATION $ 6,482,304.96 122.5159% ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED 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| 76023.44000 76023.44| 295000.00000 295000.00| 285000.00000 285000.00 MOBILIZATION | | | 0020 00101 LUMP| 37749.03000 37749.03| 80000.00000 80000.00| 58600.00000 58600.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 29698.20000 29698.20| 125000.00000 125000.00| 130200.00000 130200.00 CLEARING AND GRUBBING | | | 0040 00120 30305.000 CY | 13.41000 406390.05| 14.00000 424270.00| 14.00000 424270.00 REGULAR EXCAVATION | | | 0050 00122 750.000 LF | 2.62000 1965.00| 5.00000 3750.00| 5.00000 3750.00 NS GRADING GRADING DIVERSION DIKE | | | 0060 00140 29453.000 CY | 7.40000 217952.20| 0.50000 14726.50| 6.50000 191444.50 BORROW EXCAVATION | | | 0070 00211 1036.000 CY | 11.68000 12100.48| 25.00000 25900.00| 7.30000 7562.80 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -2 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00212 503.000 CY | 17.56000 8832.68| 27.00000 13581.00| 10.50000 5281.50 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0090 00270 15688.000 TON | 18.95000 297287.60| 18.00000 282384.00| 20.20000 316897.60 SELECT MATL. TY. I MIN. CBR-30 | | | 0100 00355 37539.000 SY | 1.44000 54056.16| 1.00000 37539.00| 1.40000 52554.60 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0110 00522 103.000 CY | 746.89000 76929.67| 750.00000 77250.00| 945.00000 97335.00 CONCRETE CLASS A4 BOX CULVERT | | | 0120 00525 132.000 CY | 345.43000 45596.76| 225.00000 29700.00| 456.00000 60192.00 CONCRETE CLASS A3 MISC. | | | 0130 00540 13289.000 LB | 1.04000 13820.56| 1.00000 13289.00| 0.25000 3322.25 REINF. STEEL | | | 0140 00588 4950.000 LF | 7.64000 37818.00| 9.00000 44550.00| 8.20000 40590.00 UNDERDRAIN UD-4 | | | 0150 00590 80.000 LF | 15.46000 1236.80| 15.00000 1200.00| 15.75000 1260.00 COMB. UNDERDRAIN CD-1 | | | 0160 00591 32.000 LF | 15.48000 495.36| 15.00000 480.00| 15.75000 504.00 COMB. UNDERDRAIN CD-2 | | | 0170 00595 205.000 LF | 19.32000 3960.60| 18.00000 3690.00| 12.60000 2583.00 OUTLET PIPE | | | 0180 00596 14.000 EA | 416.01000 5824.14| 500.00000 7000.00| 448.00000 6272.00 ENDWALL EW-12 | | | 0190 00598 2400.000 LF | 7.64000 18336.00| 9.00000 21600.00| 8.20000 19680.00 NS UNDERDRAIN UNDERDRAIN MODIFIED UD-4 | | | 0200 00700 2106.000 LF | 1.68000 3538.08| 5.00000 10530.00| 2.00000 4212.00 POST INSTALLATION INSPECTION | | | 0210 01156 1377.000 LF | 32.89000 45289.53| 42.00000 57834.00| 45.25000 62309.25 STORM SEWER PIPE 15" | | | 0220 01186 137.000 LF | 41.75000 5719.75| 52.00000 7124.00| 54.50000 7466.50 STORM SEWER PIPE 18" | | | 0230 01306 68.000 LF | 73.39000 4990.52| 90.00000 6120.00| 76.00000 5168.00 STORM SEWER PIPE 30" | | | 0240 01482 8.000 LF | 228.42000 1827.36| 375.00000 3000.00| 795.50000 6364.00 48" CONC. PIPE | | | 0250 02192 311.000 LF | 79.66000 24774.26| 85.00000 26435.00| 106.75000 33199.25 30" X 19" ELLIPTICAL CONC. PIPE | | | 0260 06150 13.000 EA | 618.88000 8045.44| 650.00000 8450.00| 551.25000 7166.25 15" END SECTION ES-1 OR 2 | | | 0270 06180 5.000 EA | 667.56000 3337.80| 700.00000 3500.00| 575.00000 2875.00 18" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -3 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 06300 1.000 EA | 1078.02000 1078.02| 850.00000 850.00| 860.00000 860.00 30" END SECTION ES-1 OR 2 | | | 0290 06502 2.000 EA | 1828.08000 3656.16| 1500.00000 3000.00| 1450.00000 2900.00 30" X 19" END SECTION ES-1A | | | 0300 06740 2.000 EA | 2381.07000 4762.14| 2750.00000 5500.00| 2830.00000 5660.00 DROP INLET DI-1 | | | 0310 06818 6.000 EA | 2838.75000 17032.50| 3250.00000 19500.00| 3350.00000 20100.00 DROP INLET DI-3B,L=6' | | | 0320 06819 4.000 EA | 3171.50000 12686.00| 3500.00000 14000.00| 3550.00000 14200.00 DROP INLET DI-3B,L=8' | | | 0330 06820 1.000 EA | 3544.19000 3544.19| 3750.00000 3750.00| 4575.00000 4575.00 DROP INLET DI-3B,L=10' | | | 0340 06821 1.000 EA | 3528.79000 3528.79| 4000.00000 4000.00| 4805.00000 4805.00 DROP INLET DI-3B,L=12' | | | 0350 06823 2.000 EA | 4291.38000 8582.76| 4500.00000 9000.00| 5450.00000 10900.00 DROP INLET DI-3B,L=16' | | | 0360 06838 4.000 EA | 3666.60000 14666.40| 4000.00000 16000.00| 4825.00000 19300.00 DROP INLET DI-3C,L=12' | | | 0370 06840 2.000 EA | 4480.68000 8961.36| 4500.00000 9000.00| 5350.00000 10700.00 DROP INLET DI-3C,L=16' | | | 0380 07508 6.000 EA | 2421.65000 14529.90| 3000.00000 18000.00| 3000.00000 18000.00 DROP INLET DI-7 | | | 0390 09056 5.200 LF | 365.34000 1899.77| 600.00000 3120.00| 700.00000 3640.00 MANHOLE MH-1 OR 2 | | | 0400 09057 1.000 EA | 547.56000 547.56| 500.00000 500.00| 410.00000 410.00 FRAME & COVER MH-1 | | | 0410 09148 46.000 TON | 110.67000 5090.82| 100.00000 4600.00| 61.50000 2829.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0420 09150 213.000 TON | 84.74000 18049.62| 150.00000 31950.00| 50.50000 10756.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0430 09215 354.000 SY | 83.12000 29424.48| 65.00000 23010.00| 69.85000 24726.90 PAVED DITCH PG-5 | | | 0440 10128 12230.000 TON | 24.60000 300858.00| 20.00000 244600.00| 20.25000 247657.50 AGGR. BASE MATL. TY. I NO. 21B | | | 0450 10250 17942.000 TON | 23.46000 420919.32| 23.00000 412666.00| 22.50000 403695.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 2 | | | STONE | | | 0460 10250 278.000 TON | 33.58000 9335.24| 34.00000 9452.00| 27.75000 7714.50 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | STONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -4 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 10610 1600.000 TON | 64.96000 103936.00| 67.00000 107200.00| 65.00000 104000.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0480 10630 2570.000 SY | 1.84000 4728.80| 2.00000 5140.00| 6.05000 15548.50 FLEXIBLE PAVEMENT PLANING | | | 0490 10635 2635.000 TON | 72.20000 190247.00| 72.00000 189720.00| 72.25000 190378.75 ASPHALT CONCRETE TY. SM-9.5A | | | 0500 10636 370.000 TON | 72.20000 26714.00| 80.00000 29600.00| 72.25000 26732.50 ASPHALT CONCRETE TY. SM-9.5D | | | 0510 10642 9260.000 TON | 62.43000 578101.80| 64.00000 592640.00| 62.50000 578750.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0520 10781 1039.000 SY | 76.65000 79639.35| 80.00000 83120.00| 68.25000 70911.75 PLAIN HYDRAULIC CEMENT CONC. PAVE. 8" | | | 0530 10881 580.000 SY | 94.50000 54810.00| 100.00000 58000.00| 89.25000 51765.00 REINF. HYDRAULIC CEM. CONC. PAVE. 8" | | | 0540 12020 1160.000 LF | 14.84000 17214.40| 13.00000 15080.00| 14.25000 16530.00 STD. CURB CG-2 | | | 0550 12022 780.000 LF | 14.84000 11575.20| 14.00000 10920.00| 14.75000 11505.00 RADIAL CURB CG-2 | | | 0560 12600 5380.000 LF | 14.93000 80323.40| 14.00000 75320.00| 15.25000 82045.00 STD. COMB. CURB & GUTTER CG-6 | | | 0570 12610 1450.000 LF | 14.93000 21648.50| 15.00000 21750.00| 15.75000 22837.50 RADIAL COMB. CURB & GUTTER CG-6 | | | 0580 12940 49.000 SY | 61.97000 3036.53| 60.00000 2940.00| 63.00000 3087.00 ENTRANCE GUTTER CG-9D | | | 0590 13108 15.000 SY | 157.50000 2362.50| 175.00000 2625.00| 273.00000 4095.00 CG-12 DETECTABLE WARNING SURFACE | | | 0600 13220 2280.000 SY | 34.19000 77953.20| 30.00000 68400.00| 33.60000 76608.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0610 13315 6.000 EA | 782.25000 4693.50| 850.00000 5100.00| 785.00000 4710.00 GUARDRAIL TERMINAL GR-11 | | | 0620 13320 5190.000 LF | 17.64000 91551.60| 18.00000 93420.00| 17.65000 91603.50 GUARDRAIL GR-2 | | | 0630 13331 600.000 LF | 19.11000 11466.00| 20.00000 12000.00| 19.15000 11490.00 RAD. GUARDRAIL GR-2 | | | 0640 13345 5.000 EA | 2121.00000 10605.00| 2250.00000 11250.00| 2125.00000 10625.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0650 13392 1.000 EA | 1575.00000 1575.00| 1700.00000 1700.00| 1575.00000 1575.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -5 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 13393 1.000 EA | 325.50000 325.50| 350.00000 350.00| 325.00000 325.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0670 13462 50.000 LF | 231.00000 11550.00| 135.00000 6750.00| 185.00000 9250.00 MEDIAN BARRIER MB-7F | | | 0680 13496 3385.000 LF | 36.21000 122570.85| 28.00000 94780.00| 41.00000 138785.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0690 13604 1.000 EA | 4136.24000 4136.24| 7500.00000 7500.00| 2520.00000 2520.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0700 14260 250.000 TON | 24.60000 6150.00| 28.00000 7000.00| 26.50000 6625.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0710 17451 71.000 EA | 18.11000 1285.81| 20.00000 1420.00| 18.25000 1295.75 GUARDRAIL DELINEATOR | | | 0720 22511 375.000 LF | 5.86000 2197.50| 5.00000 1875.00| 4.80000 1800.00 FENCE FE-W2 | | | 0730 22581 5.000 EA | 135.45000 677.25| 115.00000 575.00| 105.00000 525.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 0740 22643 1557.000 LF | 19.03000 29629.71| 12.00000 18684.00| 11.50000 17905.50 FENCE FE-CL | | | 0750 22663 47.000 EA | 168.00000 7896.00| 110.00000 5170.00| 100.00000 4700.00 CORNER BRACE UNIT FE-CL | | | 0760 22676 3.000 EA | 1071.00000 3213.00| 925.00000 2775.00| 850.00000 2550.00 GATE FE-CL L=12' | | | 0770 24100 1000.000 HR | 59.26000 59260.00| 15.00000 15000.00| 0.01000 10.00 ALLAYING DUST | | | 0780 24150 2.000 EA | 463.20000 926.40| 350.00000 700.00| 375.00000 750.00 TYPE III BARRICADE 4' | | | 0790 24160 304.000 SF | 26.60000 8086.40| 35.00000 10640.00| 26.25000 7980.00 CONSTRUCTION SIGNS | | | 0800 24272 5200.000 HR | 23.79000 123708.00| 15.00000 78000.00| 1.00000 5200.00 TRUCK MOUNTED ATTENUATOR | | | 0810 24278 35200.000 DAY | 0.68000 23936.00| 0.65000 22880.00| 0.65000 22880.00 GROUP 2 CHANNELIZING DEVICES | | | 0820 24281 5200.000 HR | 4.83000 25116.00| 5.00000 26000.00| 1.00000 5200.00 ELECTRONIC ARROW | | | 0830 24282 400.000 HR | 19.45000 7780.00| 25.00000 10000.00| 22.00000 8800.00 FLAGGER SERVICE | | | 0840 24287 320.000 DAY | 0.66000 211.20| 1.50000 480.00| 1.00000 320.00 WARNING LIGHT TY. A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -6 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 24410 3250.000 SY | 4.89000 15892.50| 7.00000 22750.00| 3.15000 10237.50 DEMOLITION OF PAVEMENT | | | 0860 24501 2695.000 LF | 0.26000 700.70| 0.50000 1347.50| 0.30000 808.50 NS REMOVE EXIST. REMOVE EXIST. | | | CONDUCTOR CABLE | | | 0870 24502 4.000 EA | 262.50000 1050.00| 115.00000 460.00| 265.00000 1060.00 NS REMOVE EXIST. REMOVE EXIST. JUNCTION | | | BOX | | | 0880 24502 9.000 EA | 367.50000 3307.50| 250.00000 2250.00| 370.00000 3330.00 NS REMOVE EXIST. REMOVE EXIST. LIGHT | | | POLE FOUNDATION | | | 0890 24505 9.000 EA | 367.50000 3307.50| 750.00000 6750.00| 370.00000 3330.00 NS RELOCATE EXIST. RELOCATE EXIST. | | | LIGHT POLE & LUMINAIRE | | | 0900 24602 525.000 LF | 1.05000 551.25| 2.50000 1312.50| 2.25000 1181.25 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE ... | | | 0910 25505 16.000 MO | 1644.14000 26306.24| 3500.00000 56000.00| 1575.00000 25200.00 FIELD OFFICE TY.I | | | 0920 25565 LUMP| 3937.50000 3937.50| 7000.00000 7000.00| 3150.00000 3150.00 PROGRESS SCHEDULE BASELINE | | | 0930 25567 15.000 EA | 1312.50000 19687.50| 1000.00000 15000.00| 315.00000 4725.00 PROGRESS SCHEDULE UPDATES | | | 0940 27012 7.500 ACRE| 4157.94000 31184.55| 2300.00000 17250.00| 2325.00000 17437.50 TOPSOIL CLASS A 2" | | | 0950 27030 295.000 CY | 32.67000 9637.65| 15.00000 4425.00| 28.50000 8407.50 NS TOPSOIL TOPSOIL CLASS B, (12") | | | 0960 27102 2540.000 LB | 13.69000 34772.60| 13.00000 33020.00| 12.15000 30861.00 REGULAR SEED | | | 0970 27103 1585.000 LB | 5.29000 8384.65| 2.25000 3566.25| 2.10000 3328.50 OVERSEEDING | | | 0980 27104 197.000 LB | 23.48000 4625.56| 13.00000 2561.00| 12.60000 2482.20 LEGUME SEED | | | 0990 27105 123.000 LB | 21.36000 2627.28| 9.00000 1107.00| 8.40000 1033.20 LEGUME OVERSEEDING | | | 1000 27215 2.100 TON | 1152.21000 2419.64| 575.00000 1207.50| 525.00000 1102.50 FERTILIZER(15-30-15) | | | 1010 27250 28.000 TON | 196.73000 5508.44| 85.00000 2380.00| 78.75000 2205.00 LIME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -7 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 27325 1275.000 SY | 6.17000 7866.75| 4.50000 5737.50| 15.00000 19125.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1030 27326 14.000 SY | 9.04000 126.56| 6.25000 87.50| 16.50000 231.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1040 27410 3.000 EA | 781.23000 2343.69| 250.00000 750.00| 16.50000 49.50 CHECK DAM, ROCK TY. I | | | 1050 27415 35.000 EA | 270.94000 9482.90| 250.00000 8750.00| 262.50000 9187.50 CHECK DAM(ROCK) TY. II | | | 1060 27430 1075.000 CY | 15.55000 16716.25| 23.00000 24725.00| 1.00000 1075.00 SILTATION CONTROL EXCAVATION | | | 1070 27451 3.000 EA | 242.79000 728.37| 100.00000 300.00| 200.00000 600.00 INLET PROTECTION TYPE A | | | 1080 27461 22.000 EA | 262.64000 5778.08| 130.00000 2860.00| 160.00000 3520.00 INLET PROTECTION TYPE B | | | 1090 27505 4652.000 LF | 2.26000 10513.52| 1.25000 5815.00| 2.10000 9769.20 TEMP. SILT FENCE | | | 1100 27506 1403.000 LF | 2.14000 3002.42| 1.25000 1753.75| 2.35000 3297.05 TEMP. FILTER BARRIER | | | 1110 27543 885.000 SY | 2.52000 2230.20| 10.00000 8850.00| 15.00000 13275.00 NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT LOW PERMEABILITY LINER | | | 1120 27545 1691.000 CY | 10.86000 18364.26| 15.00000 25365.00| 31.50000 53266.50 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1130 27550 33.000 LF | 1069.83000 35304.39| 1000.00000 33000.00| 810.00000 26730.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1140 27580 227.000 CY | 10.52000 2388.04| 30.00000 6810.00| 10.50000 2383.50 TEMP. SEDIMENT BASIN EXCAVATION | | | 1150 28805 160.000 UNIT| 52.50000 8400.00| 5.50000 880.00| 5.25000 840.00 BED PREPARATION | | | 1160 28820 43.000 UNIT| 52.50000 2257.50| 55.00000 2365.00| 52.50000 2257.50 WATERING | | | 1170 28850 5.000 EA | 1365.00000 6825.00| 1700.00000 8500.00| 1575.00000 7875.00 REM. OF WEEDS, GRASS & ROOT | | | GROWTH/PLANT LOC. | | | 1180 30598 18.000 EA | 204.75000 3685.50| 200.00000 3600.00| 185.00000 3330.00 LONDON PLANETREE 2.50" CAL. | | | 1190 30758 18.000 EA | 204.75000 3685.50| 200.00000 3600.00| 185.00000 3330.00 WILLOW OAK 2.50" CAL. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -8 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 32144 11.000 EA | 147.00000 1617.00| 125.00000 1375.00| 121.00000 1331.00 EASTERN REDCEDAR 8' | | | 1210 32264 3.000 EA | 147.00000 441.00| 100.00000 300.00| 95.00000 285.00 EASTERN WHITE PINE 8' | | | 1220 35654 45.000 EA | 31.50000 1417.50| 30.00000 1350.00| 27.50000 1237.50 NORTHERN BAYBERRY 3' | | | 1230 38901 1800.000 SY | 1.94000 3492.00| 3.50000 6300.00| 3.15000 5670.00 NS BED PREPARATION BED PREPARATION | | | SHREDDED HARDWOOD BARK MULCH | | | 1240 38930 12.000 EA | 78.75000 945.00| 45.00000 540.00| 315.00000 3780.00 NS CONCRETE WHEEL STOP | | | 1250 38935 5.000 EA | 3445.11000 17225.55| 2500.00000 12500.00| 4425.00000 22125.00 NS COMMUTER COMMUTER BIKE LOCKER UNITS | | | 1260 38935 10.000 EA | 442.14000 4421.40| 400.00000 4000.00| 680.00000 6800.00 NS COMMUTER COMMUTER BIKE RACK | | | 1270 38935 2.000 EA | 16424.30000 32848.60| 7500.00000 15000.00| 13700.00000 27400.00 NS COMMUTER COMMUTER BUS SHELTER | | | 1280 38935 4.000 EA | 1575.00000 6300.00| 1300.00000 5200.00| 1235.00000 4940.00 NS COMMUTER COMMUTER TRASH RECEPTACLE | | | 1290 39001 21.000 EA | 120.75000 2535.75| 125.00000 2625.00| 116.00000 2436.00 NS TREE TREE AUTUMN BRILLIANCE | | | SERVICEBERRY | | | 1300 39001 14.000 EA | 99.75000 1396.50| 125.00000 1750.00| 116.00000 1624.00 NS TREE TREE EASTERN REDBUD | | | 1310 39001 11.000 EA | 183.75000 2021.25| 125.00000 1375.00| 116.00000 1276.00 NS TREE TREE HERITAGE RIVER BIRCH | | | 1320 39001 29.000 EA | 120.75000 3501.75| 170.00000 4930.00| 158.00000 4582.00 NS TREE TREE SEEDLESS SWEETGUM | | | 1330 39002 69.000 EA | 21.00000 1449.00| 30.00000 2070.00| 27.50000 1897.50 NS SHRUB SHRUB BURKWOOD VIBURNIM | | | 1340 39002 55.000 EA | 17.85000 981.75| 28.00000 1540.00| 25.25000 1388.75 NS SHRUB SHRUB DWARF FOTHERGILLA | | | 1350 39002 8.000 EA | 21.00000 168.00| 28.00000 224.00| 25.25000 202.00 NS SHRUB SHRUB FRAGRANT VIBURNUM | | | 1360 39002 54.000 EA | 17.85000 963.90| 28.00000 1512.00| 25.25000 1363.50 NS SHRUB SHRUB HENRY'S GARNET | | | SWEETSPIRE | | | 1370 39002 72.000 EA | 36.75000 2646.00| 40.00000 2880.00| 35.75000 2574.00 NS SHRUB SHRUB OTTO LUYKEN LAUREL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -9 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 39003 4596.000 EA | 2.63000 12087.48| 5.00000 22980.00| 4.75000 21831.00 NS HERB HERB BIG BLUE LIRIOPE | | | 1390 39003 77.000 EA | 6.30000 485.10| 7.00000 539.00| 6.30000 485.10 NS HERB HERB COMMON (ENGLISH) | | | LAVENDER | | | 1400 39003 456.000 EA | 5.25000 2394.00| 7.00000 3192.00| 6.30000 2872.80 NS HERB HERB COMMON YARROW | | | 1410 39003 135.000 EA | 8.40000 1134.00| 7.00000 945.00| 6.30000 850.50 NS HERB HERB GULF MUHLY GRASS | | | 1420 39003 26.000 EA | 6.30000 163.80| 7.00000 182.00| 6.30000 163.80 NS HERB HERB SHENANDOAH RED | | | SWITCHGRASS | | | 1430 39003 254.000 EA | 6.30000 1600.20| 7.00000 1778.00| 6.30000 1600.20 NS HERB HERB ZAGREB THREADLEAF | | | COREOPSIS | | | 1440 42765 1.000 EA | 1092.65000 1092.65| 350.00000 350.00| 525.00000 525.00 ADJUST EXIST FRAME & COVER | | | 1450 49012 5.000 EA | 1637.05000 8185.25| 600.00000 3000.00| 525.00000 2625.00 NS UTILITIES UTILITIES TEST PIT (PAVED) | | | 1460 49012 5.000 EA | 613.62000 3068.10| 350.00000 1750.00| 265.00000 1325.00 NS UTILITIES UTILITIES TEST PIT | | | (UNPAVED) | | | 1470 50108 1154.000 SF | 22.05000 25445.70| 30.00000 34620.00| 22.00000 25388.00 SIGN PANEL | | | 1480 50412 160.000 LF | 58.80000 9408.00| 60.00000 9600.00| 59.00000 9440.00 SIGN POST STEEL 12" | | | 1490 50421 55.000 LF | 97.65000 5370.75| 120.00000 6600.00| 98.00000 5390.00 SIGN POST STEEL 21" | | | 1500 50430 276.000 LF | 11.55000 3187.80| 9.00000 2484.00| 11.50000 3174.00 SIGN POST STP-1 2" | | | 1510 50432 117.000 LF | 13.65000 1597.05| 22.00000 2574.00| 13.75000 1608.75 SIGN POST STP-1 2 3/16" | | | 1520 50434 50.000 LF | 14.70000 735.00| 38.00000 1900.00| 14.75000 737.50 SIGN POST STP-1 2 1/2" | | | 1530 50490 53.000 EA | 204.75000 10851.75| 180.00000 9540.00| 205.00000 10865.00 CONCRETE FOUNDATION STP-1 | | | 1540 50514 4.000 EA | 561.75000 2247.00| 1700.00000 6800.00| 562.00000 2248.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 5'6" | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -10 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 50558 1.000 EA | 1890.00000 1890.00| 6850.00000 6850.00| 1890.00000 1890.00 CONC. FOUND., SSP-VI A 4' DIA. X 9'6" | | | DEPTH | | | 1560 50575 16.000 C.Y.| 525.00000 8400.00| 575.00000 9200.00| 525.00000 8400.00 CONC. FOUND. O/H SIGN STRUCTURE | | | 1570 50759 8.000 EA | 141.75000 1134.00| 180.00000 1440.00| 142.00000 1136.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 1580 50860 5.000 EA | 57.75000 288.75| 90.00000 450.00| 57.75000 288.75 REMOVE-DISPOSE SIGN STRUCT. TY. I | | | 1590 50864 1.000 EA | 173.25000 173.25| 700.00000 700.00| 173.25000 173.25 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 1600 50867 2.000 EA | 57.75000 115.50| 40.00000 80.00| 57.75000 115.50 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 1610 50900 176.000 LF | 21.00000 3696.00| 62.50000 11000.00| 21.00000 3696.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST | | | STP-1, 2 3/16" & 2 1/2" | | | 1620 50902 1.000 EA | 30986.55000 30986.55| 35000.00000 35000.00| 31000.00000 31000.00 NS TRAFFIC SIGN TRAFFIC SIGN O/H SIGN | | | STRUCT. LOC. NO. 1 | | | 1630 51030 1.000 EA | 1312.50000 1312.50| 20000.00000 20000.00| 1315.00000 1315.00 CONTROLLER | | | 1640 51170 2.000 EA | 1207.50000 2415.00| 3500.00000 7000.00| 1210.00000 2420.00 ELECTRICAL SERVICE SE-5 | | | 1650 51184 39.000 EA | 115.50000 4504.50| 190.00000 7410.00| 116.00000 4524.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1660 51238 20.000 CY | 630.00000 12600.00| 575.00000 11500.00| 630.00000 12600.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 1670 51247 1.000 EA | 1417.50000 1417.50| 1000.00000 1000.00| 1420.00000 1420.00 CONCRETE FOUND. CF-3 | | | 1680 51248 1.000 EA | 1417.50000 1417.50| 3500.00000 3500.00| 1420.00000 1420.00 NS CONC. FOUNDATION CONC. FOUNDATION .. | | | 1690 51260 8.000 CY | 630.00000 5040.00| 575.00000 4600.00| 630.00000 5040.00 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION ... | | | 1700 51425 1.000 EA | 17088.75000 17088.75| 16500.00000 16500.00| 17100.00000 17100.00 NS SIGNAL POLE SIGNAL POLE MP-1 CO. LU. | | | TWO ARM 42' & 48' | | | 1710 51425 1.000 EA | 22465.80000 22465.80| 19000.00000 19000.00| 22475.00000 22475.00 NS SIGNAL POLE SIGNAL POLE MP-1 CO. LU. | | | TWO ARM 52' & 68' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -11 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1720 51540 12.000 EA | 1.05000 12.60| 1.00000 12.00| 1.00000 12.00 LOOP DETECTOR AMPLIFIER | | | 1730 51607 1500.000 LF | 1.28000 1920.00| 1.65000 2475.00| 1.30000 1950.00 14/7 CONDUCTOR CABLE | | | 1740 51614 400.000 LF | 1.32000 528.00| 2.50000 1000.00| 1.35000 540.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | CONDUCTOR CABLE 10/2 | | | 1750 51614 400.000 LF | 1.00000 400.00| 1.75000 700.00| 1.00000 400.00 NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION DETECTOR CABLE | | | 1760 51615 3500.000 LF | 0.58000 2030.00| 1.25000 4375.00| 0.60000 2100.00 14/1 ENCLOSED COND. CABLE | | | 1770 51700 2700.000 LF | 0.84000 2268.00| 1.25000 3375.00| 0.85000 2295.00 14/2 CONDUCTOR CABLE SHIELDED | | | 1780 51830 10.000 EA | 299.25000 2992.50| 225.00000 2250.00| 300.00000 3000.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1790 51838 1.000 EA | 141.75000 141.75| 125.00000 125.00| 142.00000 142.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 1800 51911 3300.000 LF | 3.11000 10263.00| 2.25000 7425.00| 3.15000 10395.00 NS SAW CUT SAW CUT FULL DEPTH | | | 1810 51912 1050.000 LF | 6.83000 7171.50| 5.50000 5775.00| 6.85000 7192.50 SAW CUT 3/8" | | | 1820 51913 250.000 LF | 6.83000 1707.50| 5.75000 1437.50| 6.85000 1712.50 SAWCUT 5/8" | | | 1830 51955 LUMP| 2362.50000 2362.50| 3000.00000 3000.00| 5250.00000 5250.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 1840 51963 5.000 EA | 57.75000 288.75| 60.00000 300.00| 57.75000 288.75 NS REMOVE REMOVE & DIPSOSE SIGN STRUCT. | | | TY. STP-1 | | | 1850 52002 2.000 EA | 2076.90000 4153.80| 2500.00000 5000.00| 2075.00000 4150.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | 1-WAY | | | 1860 52002 2.000 EA | 787.50000 1575.00| 850.00000 1700.00| 787.50000 1575.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM (15') | | | 1870 52002 1.000 EA | 2031.75000 2031.75| 2000.00000 2000.00| 1750.00000 1750.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -12 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1880 52002 4.000 EA | 630.00000 2520.00| 345.00000 1380.00| 630.00000 2520.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 1890 52002 1.000 EA | 2152.50000 2152.50| 2500.00000 2500.00| 2150.00000 2150.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 1900 54032 21625.000 LF | 0.48000 10380.00| 0.85000 18381.25| 0.85000 18381.25 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1910 54034 175.000 LF | 0.92000 161.00| 1.20000 210.00| 2.35000 411.25 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1920 54037 375.000 LF | 2.07000 776.25| 1.70000 637.50| 1.65000 618.75 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 1930 54042 785.000 LF | 6.14000 4819.90| 5.50000 4317.50| 8.40000 6594.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1940 54060 55.000 LF | 14.14000 777.70| 17.00000 935.00| 10.50000 577.50 TYPE B CLASS IV PAVE. LINE MARKING 24" | | | 1950 54076 4685.000 LF | 3.62000 16959.70| 4.50000 21082.50| 4.20000 19677.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 1960 54078 835.000 LF | 6.83000 5703.05| 9.00000 7515.00| 7.00000 5845.00 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 1970 54105 6250.000 LF | 1.10000 6875.00| 1.25000 7812.50| 0.85000 5312.50 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1980 54106 100.000 SF | 6.14000 614.00| 4.50000 450.00| 5.25000 525.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 1990 54210 5.000 EA | 12.60000 63.00| 225.00000 1125.00| 21.00000 105.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 2000 54217 115.000 EA | 23.89000 2747.35| 55.00000 6325.00| 53.50000 6152.50 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 2010 54300 14.000 EA | 206.25000 2887.50| 90.00000 1260.00| 84.00000 1176.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2020 54310 4.000 EA | 288.75000 1155.00| 140.00000 560.00| 168.00000 672.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 2030 54400 2.000 EA | 267.75000 535.50| 345.00000 690.00| 368.00000 736.00 PAVEMENT MESSAGE MARK. "ONLY" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -13 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2040 54402 1.000 EA | 309.75000 309.75| 285.00000 285.00| 315.00000 315.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING "DIAMOND" | | | 2050 54402 13.000 EA | 204.75000 2661.75| 250.00000 3250.00| 205.00000 2665.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING "INTER. SYMB.OF ACCESS PARKING | | | SPACE" | | | 2060 54512 6204.000 LF | 1.85000 11477.40| 1.25000 7755.00| 1.30000 8065.20 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 2070 54516 240.000 LF | 2.88000 691.20| 2.50000 600.00| 2.50000 600.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 2080 55001 3000.000 LF | 3.31000 9930.00| 3.00000 9000.00| 3.30000 9900.00 0 CONDUCTOR CABLE | | | 2090 55003 125.000 LF | 4.73000 591.25| 4.25000 531.25| 4.75000 593.75 000 CONDUCTOR CABLE | | | 2100 55020 26570.000 LF | 2.10000 55797.00| 0.65000 17270.50| 2.10000 55797.00 2 CONDUCTOR CABLE | | | 2110 55060 80.000 LF | 1.34000 107.20| 2.45000 196.00| 1.35000 108.00 6 CONDUCTOR CABLE | | | 2120 55140 43.000 EA | 997.50000 42892.50| 1400.00000 60200.00| 1000.00000 43000.00 CONCRETE FOUNDATION LF-1 TY. A | | | 2130 55166 2.000 EA | 1522.50000 3045.00| 1750.00000 3500.00| 1525.00000 3050.00 LIGHTING POLE LP-1 30'-12' | | | 2140 55171 7.000 EA | 1643.25000 11502.75| 1800.00000 12600.00| 1650.00000 11550.00 LIGHTING POLE LP-1 35'-10' | | | 2150 55172 2.000 EA | 1680.00000 3360.00| 2150.00000 4300.00| 1680.00000 3360.00 LIGHTING POLE LP-1 35'-12' | | | 2160 55187 1.000 EA | 761.25000 761.25| 1125.00000 1125.00| 765.00000 765.00 LIGHTING POLE LP-2 TYPE C | | | 2170 55188 23.000 EA | 1317.75000 30308.25| 1125.00000 25875.00| 1320.00000 30360.00 LIGHTING POLE LP-2 TYPE D | | | 2180 55343 1.000 EA | 997.50000 997.50| 3450.00000 3450.00| 1000.00000 1000.00 ELECT. SERVICE SE-6 | | | 2190 55352 1.000 EA | 3412.50000 3412.50| 9000.00000 9000.00| 3415.00000 3415.00 CONTROL CENTER CCW-1 TYPE C | | | 2200 55502 11.000 EA | 330.75000 3638.25| 300.00000 3300.00| 331.00000 3641.00 LUMINAIRE 250 WATT H.P.S. | | | 2210 55508 21.000 EA | 446.25000 9371.25| 525.00000 11025.00| 446.25000 9371.25 LUMINAIRE 150 WATT H.P.S. OFFSET | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -14 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2220 55512 14.000 EA | 451.50000 6321.00| 525.00000 7350.00| 451.50000 6321.00 LUMINAIRE 250 WATT H.P.S. OFFSET | | | 2230 55514 2.000 EA | 627.90000 1255.80| 600.00000 1200.00| 628.00000 1256.00 LUMINAIRE 400 WATT H.P.S. OFFSET | | | 2240 55586 5.000 EA | 750.75000 3753.75| 900.00000 4500.00| 750.00000 3750.00 JUNCTION BOX JB-S1 | | | 2250 55587 42.000 EA | 698.25000 29326.50| 1000.00000 42000.00| 700.00000 29400.00 JUNCTION BOX JB-S2 | | | 2260 55588 5.000 EA | 892.50000 4462.50| 1200.00000 6000.00| 900.00000 4500.00 JUNCTION BOX JB-S3 | | | 2270 56014 60.000 EA | 57.75000 3465.00| 120.00000 7200.00| 60.00000 3600.00 ELECT. SER. GRD. ELECTRODE(10') | | | 2280 56022 110.000 LF | 10.50000 1155.00| 22.00000 2420.00| 10.50000 1155.00 1" METAL CONDUIT | | | 2290 56026 25.000 LF | 12.44000 311.00| 6.50000 162.50| 12.50000 312.50 1 1/4" METAL CONDUIT | | | 2300 56030 9060.000 LF | 1.60000 14496.00| 8.00000 72480.00| 1.60000 14496.00 2" CONDUIT | | | 2310 56034 1550.000 LF | 3.41000 5285.50| 5.00000 7750.00| 3.50000 5425.00 3" CONDUIT | | | 2320 56038 735.000 LF | 4.36000 3204.60| 5.75000 4226.25| 4.50000 3307.50 4" CONDUIT | | | 2330 56050 690.000 LF | 10.50000 7245.00| 32.00000 22080.00| 10.50000 7245.00 BORED CONDUIT 2" | | | 2340 56052 300.000 LF | 31.50000 9450.00| 32.00000 9600.00| 31.50000 9450.00 BORED CONDUIT 4" | | | 2350 56200 11370.000 LF | 11.03000 125411.10| 5.50000 62535.00| 11.00000 125070.00 TRENCH EXCAVATION ECI-1 | | | 2360 56205 4.000 EA | 1312.50000 5250.00| 1400.00000 5600.00| 1315.00000 5260.00 TEST BORE | | | 2370 59050 1.000 EA | 5434.80000 5434.80| 7000.00000 7000.00| 5450.00000 5450.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CAMERA POLE 45' | | | 2380 59050 3.000 EA | 1417.50000 4252.50| 2000.00000 6000.00| 1425.00000 4275.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CIRCULAR JUNCTION BOX | | | 2390 59050 1.000 EA | 4462.50000 4462.50| 2000.00000 2000.00| 4475.00000 4475.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER DISTRIBUTION CENTER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K26 -15 TABULATION OF BIDS CALL ORDER : K26 CONTRACT ID : C00072803C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 2 ) A667 |( 3 ) M008 |GENERAL EXCAVATION, INC. |THE ANDERSON COMPANY, L.L.C |MARTIN AND GASS, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2400 59050 1.000 EA | 4405.80000 4405.80| 3500.00000 3500.00| 4400.00000 4400.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MANAGED FIELD ETHERNET SWITCH, 1 | | | GBPS | | | 2410 59050 2.000 EA | 8238.30000 16476.60| 7000.00000 14000.00| 8250.00000 16500.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MICROWAVE VEHICLE DETECTOR | | | 2420 59050 1.000 EA | 7281.75000 7281.75| 7000.00000 7000.00| 7285.00000 7285.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. POLE MOUNTED CONTROL. | | | CABINET | | | 2430 59071 2300.000 LF | 1.26000 2898.00| 4.00000 9200.00| 1.30000 2990.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC CABLE (24 COUNT) | | | SECTION TOTALS | $ 5,290,990.91| $ 5,397,772.25| $ 5,406,470.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,290,990.91| $ 5,397,772.25| $ 5,406,470.15 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K34 -1 TABULATION OF BIDS CALL ORDER : K34 CONTRACT ID : C00070590M01 COUNTIES : FAIRFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 09/27/12 COMPLETION DATE PROJECT(S) : BT00-96A-101 FED # CM-96A-9(129) CONTRACT DESCRIPTION: 1.53 MI. GRADE, DRAIN, ASP. PAVE (BIKE LANES) FROM: W&OD TRAIL TO: OLD COURTHOUSE ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A477 ARTHUR CONSTRUCTION CO., INC. $ 919,951.25 100.0000% 2 A860 ARDENT COMPANY, LLC $ 966,900.00 105.1034% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,029,033.17 111.8574% 4 M1117 M & F CONCRETE, INC. $ 1,053,792.50 114.5487% 5 S1016 SAGRES CONSTRUCTION CORPORATION $ 1,074,171.00 116.7639% 6 F373 FINLEY ASPHALT & SEALING, INC. $ 1,097,963.84 119.3502% ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) F034 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |FORT MYER CONSTRUCTION CORPORAT 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| 17500.00000 17500.00| 137000.00000 137000.00| 58500.00000 58500.00 MOBILIZATION | | | 0020 00102 LUMP| 5100.00000 5100.00| 19155.00000 19155.00| 12600.00000 12600.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 304.000 CY | 40.00000 12160.00| 30.00000 9120.00| 126.00000 38304.00 REGULAR EXCAVATION | | | 0040 00525 0.900 CY | 10000.00000 9000.00| 8500.00000 7650.00| 1500.00000 1350.00 CONCRETE CLASS A3 MISC. | | | 0050 00529 2.000 CY | 1000.00000 2000.00| 200.00000 400.00| 1000.00000 2000.00 FLOWABLE BACKFILL | | | 0060 09057 2.000 EA | 2500.00000 5000.00| 500.00000 1000.00| 900.00000 1800.00 FRAME & COVER MH-1 | | | 0070 10128 384.000 TON | 27.00000 10368.00| 25.00000 9600.00| 35.00000 13440.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10642 438.000 TON | 90.00000 39420.00| 110.00000 48180.00| 89.00000 38982.00 ASPHALT CONCRETE TY. BM-25.0A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K34 -2 TABULATION OF BIDS CALL ORDER : K34 CONTRACT ID : C00070590M01 COUNTIES : FAIRFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) F034 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 11070 2329.000 LF | 4.00000 9316.00| 1.50000 3493.50| 3.00000 6987.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0100 14502 161.000 LB | 25.00000 4025.00| 5.00000 805.00| 12.00000 1932.00 REINFORCING STEEL | | | 0110 16335 4725.000 TON | 92.00000 434700.00| 84.00000 396900.00| 89.00000 420525.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0120 16365 128.000 TON | 90.00000 11520.00| 125.00000 16000.00| 88.00000 11264.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0130 16522 56200.000 SY | 2.00000 112400.00| 2.60000 146120.00| 3.32000 186584.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 21020 57.000 SY | 250.00000 14250.00| 100.00000 5700.00| 120.00000 6840.00 MEDIAN STRIP MS-1 | | | 0150 24160 510.000 SF | 25.00000 12750.00| 15.00000 7650.00| 20.00000 10200.00 CONSTRUCTION SIGNS | | | 0160 24272 364.000 HR | 50.00000 18200.00| 35.00000 12740.00| 7.00000 2548.00 TRUCK MOUNTED ATTENUATOR | | | 0170 24278 3582.000 DAY | 2.50000 8955.00| 0.60000 2149.20| 1.00000 3582.00 GROUP 2 CHANNELIZING DEVICES | | | 0180 24279 65.000 HR | 50.00000 3250.00| 12.00000 780.00| 15.00000 975.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0190 24281 267.000 HR | 12.50000 3337.50| 5.00000 1335.00| 6.76000 1804.92 ELECTRONIC ARROW | | | 0200 27461 2.000 EA | 150.00000 300.00| 250.00000 500.00| 400.00000 800.00 INLET PROTECTION TYPE B | | | 0210 50108 88.000 SF | 30.00000 2640.00| 15.00000 1320.00| 45.00000 3960.00 SIGN PANEL | | | 0220 50430 267.000 LF | 9.00000 2403.00| 5.00000 1335.00| 20.00000 5340.00 SIGN POST STP-1 2" | | | 0230 50600 7.000 EA | 300.00000 2100.00| 200.00000 1400.00| 250.00000 1750.00 REMOVE TY.I SIGNS | | | 0240 50759 2.000 EA | 300.00000 600.00| 250.00000 500.00| 400.00000 800.00 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0250 54042 2498.000 LF | 6.00000 14988.00| 6.50000 16237.00| 9.60000 23980.80 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0260 54075 22803.000 LF | 3.25000 74109.75| 2.35000 53587.05| 3.35000 76390.05 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0270 54076 12580.000 LF | 4.30000 54094.00| 3.30000 41514.00| 4.02000 50571.60 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K34 -3 TABULATION OF BIDS CALL ORDER : K34 CONTRACT ID : C00070590M01 COUNTIES : FAIRFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A477 |( 2 ) A860 |( 3 ) F034 |ARTHUR CONSTRUCTION CO., IN |ARDENT COMPANY, LLC |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54078 856.000 LF | 8.75000 7490.00| 7.90000 6762.40| 7.80000 6676.80 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 0290 54254 51.000 EA | 300.00000 15300.00| 170.00000 8670.00| 264.00000 13464.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 0300 54300 55.000 EA | 185.00000 10175.00| 145.00000 7975.00| 92.40000 5082.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0310 55580 1.000 EA | 2500.00000 2500.00| 1321.85000 1321.85| 20000.00000 20000.00 JUNCTION BOX JB-R1 | | | SECTION TOTALS | $ 919,951.25| $ 966,900.00| $ 1,029,033.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 919,951.25| $ 966,900.00| $ 1,029,033.17 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K51 -1 TABULATION OF BIDS CALL ORDER : K51 CONTRACT ID : C000094994N501 COUNTIES : HENRICO LETTING DATE : 01/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/17/12 COMPLETION DATE PROJECT(S) : (FO)0295-043-098, N501 FED # IM-PM04(357) CONTRACT DESCRIPTION: I-295 CONCRETE PATCHING NB & SB FR: 0.09 MI N OF KINGSLAND RD (MM 20.86) TO: MM 28.00 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D048 DENTON CONCRETE SERVICES COMPANY $ 3,333,299.75 100.0000% ==================================================================================================================================== |( 1 ) D048 |( ) |( ) |DENTON CONCRETE SERVICES CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0011 10375 30305.480 SY | 109.99000 3333299.75| | NS HYDRAULIC CEMENT HYDRAULIC CEMENT | | | PATCH. PAVE. CRCP TY. IV-A 9" | | | SECTION TOTALS | $ 3,333,299.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,333,299.75| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K52 -1 TABULATION OF BIDS CALL ORDER : K52 CONTRACT ID : C000089391N501 COUNTIES : PRINCE GEORGE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/17/12 COMPLETION DATE PROJECT(S) : (FO)0295-074-720, N501 FED # IM-PM04(355) CONTRACT DESCRIPTION: I-295 CONCRETE PATCH FR: I-95 (MM 0.0) TO: MM 7.88 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C333 CURTIS CONTRACTING, INC. $ 1,666,649.22 100.0000% ==================================================================================================================================== |( 1 ) C333 |( ) |( ) |CURTIS 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 10375 14619.730 SY | 114.00000 1666649.22| | NS HYDRAULIC CEMENT HYDRAULIC CEMENT | | | PATCH. PAVE. CRCP TY. IV-A 8" | | | SECTION TOTALS | $ 1,666,649.22| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,666,649.22| $ 0.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K53 -1 TABULATION OF BIDS CALL ORDER : K53 CONTRACT ID : CM00099238N01 COUNTIES : PITTSYLVANIA HALIFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 CONTRACT TIME : 08/30/12 COMPLETION DATE PROJECT(S) : DP3A-963-F12, N501 FED # STP-PM03(253) DP3A-963-F12, N501 FED # STP-PM03(253) CONTRACT DESCRIPTION: JACKED AND REHAB PIPE WITH INCID. HALIFAX & PITTSYLVANIA COUNTIES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 639,044.20 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 760,498.50 119.0056% ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( ) |DLB, INC. |HAYMES BROTHERS, 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| 50000.00000 50000.00| 37000.00000 37000.00| MOBILIZATION | | | 0020 00525 60.950 CY | 937.00000 57110.15| 1000.00000 60950.00| CONCRETE CLASS A3 MISC. | | | 0030 01151 306.000 LF | 219.00000 67014.00| 300.00000 91800.00| JACKED & BORED 15" PIPE | | | 0040 01181 372.000 LF | 249.00000 92628.00| 315.00000 117180.00| JACKED & BORED 18" PIPE | | | 0050 01241 272.000 LF | 225.00000 61200.00| 322.00000 87584.00| JACKED & BORED 24" PIPE | | | 0060 01601 120.000 LF | 578.00000 69360.00| 770.00000 92400.00| JACKED & BORED 60" PIPE | | | 0070 02090 154.000 LF | 363.00000 55902.00| 432.00000 66528.00| NS PIPE PIPE 36" REHAB BY LINER | | | (METHOD A, D, E) | | | 0080 02090 148.000 LF | 479.00000 70892.00| 568.00000 84064.00| NS PIPE PIPE 48'' REHAB BY LINER | | | (METHOD A, D, E) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K53 -2 TABULATION OF BIDS CALL ORDER : K53 CONTRACT ID : CM00099238N01 COUNTIES : PITTSYLVANIA HALIFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) H018 |( ) |DLB, INC. |HAYMES BROTHERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 07508 2.000 EA | 3121.00000 6242.00| 3500.00000 7000.00| DROP INLET DI-7 | | | 0100 09150 335.000 TON | 63.00000 21105.00| 50.00000 16750.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0110 09152 90.000 TON | 49.00000 4410.00| 55.00000 4950.00| EROSION CONTROL STONE CLASS II, EC-1 | | | 0120 14411 1.000 EA | 1294.00000 1294.00| 2500.00000 2500.00| PIPE TIE IN | | | 0130 24160 384.000 SF | 17.50000 6720.00| 10.00000 3840.00| CONSTRUCTION SIGNS | | | 0140 24272 304.000 HR | 22.00000 6688.00| 20.00000 6080.00| TRUCK MOUNTED ATTENUATOR | | | 0150 24281 304.000 HR | 4.00000 1216.00| 5.00000 1520.00| ELECTRONIC ARROW | | | 0160 24282 792.000 HR | 17.00000 13464.00| 22.00000 17424.00| FLAGGER SERVICE | | | 0170 24801 3.000 EA | 585.00000 1755.00| 1500.00000 4500.00| NS REMOVE EXIST. DROP INLET REMOVE EX. | | | DROP INLET ... | | | 0180 27102 373.500 LB | 6.50000 2427.75| 19.00000 7096.50| REGULAR SEED | | | 0190 27215 0.430 TON | 700.00000 301.00| 1650.00000 709.50| FERTILIZER(15-30-15) | | | 0200 27250 5.700 TON | 58.00000 330.60| 500.00000 2850.00| LIME | | | 0210 27415 20.000 EA | 556.00000 11120.00| 200.00000 4000.00| CHECK DAM(ROCK) TY. II | | | 0220 27430 170.000 CY | 3.00000 510.00| 15.00000 2550.00| SILTATION CONTROL EXCAVATION | | | 0230 27505 1900.000 LF | 2.00000 3800.00| 2.50000 4750.00| TEMP. SILT FENCE | | | 0240 69007 291.780 CY | 115.00000 33554.70| 125.00000 36472.50| FLOWABLE BACKFILL | | | SECTION TOTALS | $ 639,044.20| $ 760,498.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 639,044.20| $ 760,498.50| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K54 -1 TABULATION OF BIDS CALL ORDER : K54 CONTRACT ID : C00101869N03 COUNTIES : APPOMATTOX CAMPBELL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 NELSON OTHERS CONTRACT TIME : 04/01/13 COMPLETION DATE PROJECT(S) : GR03-963-F12, N502 FED # NONE GR03-963-F12, N501 FED # NONE GR03-963-F12, N503 FED # NONE CONTRACT DESCRIPTION: GUARDRAIL MAINTENANCE/REPAIR VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M004 MAKCO, INCORPORATED $ 844,844.00 100.0000% 2 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 896,548.46 106.1200% 3 N234 NICKELSTON INDUSTRIES, INC. $ 970,251.00 114.8438% ==================================================================================================================================== |( 1 ) M004 |( 2 ) G1006 |( 3 ) N234 |MAKCO, INCORPORATED |GFS FENCE, GUARDRAIL & SIGN |NICKELSTON INDUSTRIES, 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| 954.00000 954.00| 3980.26000 3980.26| 5000.00000 5000.00 MOBILIZATION | | | 0020 00140 25.000 CY | 50.00000 1250.00| 46.44000 1161.00| 10.00000 250.00 BORROW EXCAVATION | | | 0030 10121 500.000 TON | 30.00000 15000.00| 19.90000 9950.00| 50.00000 25000.00 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0040 13310 125.000 LF | 80.00000 10000.00| 65.68000 8210.00| 50.00000 6250.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13312 5.000 EA | 1500.00000 7500.00| 1857.82000 9289.10| 1500.00000 7500.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0060 13315 18.000 EA | 650.00000 11700.00| 680.00000 12240.00| 600.00000 10800.00 GUARDRAIL TERMINAL GR-11 | | | 0070 13320 12225.000 LF | 17.40000 212715.00| 17.81000 217727.25| 17.00000 207825.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K54 -2 TABULATION OF BIDS CALL ORDER : K54 CONTRACT ID : C00101869N03 COUNTIES : APPOMATTOX CAMPBELL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 NELSON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) G1006 |( 3 ) N234 |MAKCO, INCORPORATED |GFS FENCE, GUARDRAIL & SIGN |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13323 125.000 LF | 25.00000 3125.00| 27.11000 3388.75| 20.00000 2500.00 GUARDRAIL GR-2A | | | 0090 13331 150.000 LF | 20.00000 3000.00| 23.42000 3513.00| 20.00000 3000.00 RAD. GUARDRAIL GR-2 | | | 0100 13335 125.000 LF | 15.00000 1875.00| 13.45000 1681.25| 15.00000 1875.00 GUARDRAIL GR-3 | | | 0110 13336 3.000 EA | 1000.00000 3000.00| 1802.31000 5406.93| 2000.00000 6000.00 GUARDRAIL TERMINAL GR-3 | | | 0120 13345 125.000 EA | 2000.00000 250000.00| 2136.44000 267055.00| 2000.00000 250000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0130 13349 10.000 EA | 1000.00000 10000.00| 796.05000 7960.50| 1000.00000 10000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0140 13351 25.000 LF | 20.00000 500.00| 12.47000 311.75| 14.00000 350.00 GUARDRAIL GR-8 | | | 0150 13352 25.000 LF | 25.00000 625.00| 17.00000 425.00| 16.00000 400.00 GUARDRAIL GR-8A | | | 0160 13353 25.000 LF | 30.00000 750.00| 25.99000 649.75| 20.00000 500.00 GUARDRAIL GR-8B | | | 0170 13355 75.000 LF | 30.00000 2250.00| 23.79000 1784.25| 23.00000 1725.00 GUARDRAIL GR-10 | | | 0180 13375 150.000 LF | 50.00000 7500.00| 67.61000 10141.50| 75.00000 11250.00 RAILING, TEXAS T-6 | | | 0190 13392 10.000 EA | 1800.00000 18000.00| 1784.90000 17849.00| 2200.00000 22000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0200 13393 10.000 EA | 500.00000 5000.00| 226.44000 2264.40| 1000.00000 10000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0210 13400 400.000 LF | 20.00000 8000.00| 15.10000 6040.00| 25.00000 10000.00 NS GUARDRAIL GUARDRAIL SLOTTED W-BEAM | | | (GR-7 & GR-9) | | | 0220 13401 25.000 EA | 200.00000 5000.00| 96.14000 2403.50| 140.00000 3500.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | WOOD/STEEL GR-7 OR GR-9 | | | 0230 13401 10.000 EA | 800.00000 8000.00| 881.86000 8818.60| 1000.00000 10000.00 NS GUARDRAIL GUARDRAIL EXTRUDER ATTD. | | | 0240 13401 10.000 EA | 500.00000 5000.00| 1018.70000 10187.00| 500.00000 5000.00 NS GUARDRAIL GUARDRAIL FIXED OBJECT | | | ATTACHMENT (VAR TYPES) ATTD | | | 0250 13401 14.000 EA | 25.00000 350.00| 12.40000 173.60| 40.00000 560.00 NS GUARDRAIL GUARDRAIL GR-7 OR GR-9 END | | | TREATMENT DELINEATOR701 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K54 -3 TABULATION OF BIDS CALL ORDER : K54 CONTRACT ID : C00101869N03 COUNTIES : APPOMATTOX CAMPBELL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 NELSON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) G1006 |( 3 ) N234 |MAKCO, INCORPORATED |GFS FENCE, GUARDRAIL & SIGN |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13401 3.000 EA | 500.00000 1500.00| 663.38000 1990.14| 1000.00000 3000.00 NS GUARDRAIL GUARDRAIL IMPACT ATENUATOR | | | REPAIR RESPONSE ATTD | | | 0270 13401 1000.000 EA | 12.00000 12000.00| 15.17000 15170.00| 10.00000 10000.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD OR COMPOSITE)221 | | | 0280 13401 10.000 EA | 25.00000 250.00| 245.64000 2456.40| 300.00000 3000.00 NS GUARDRAIL GUARDRAIL SLOT GUARDRAIL | | | GR-7 221 | | | 0290 13401 175.000 EA | 70.00000 12250.00| 78.16000 13678.00| 70.00000 12250.00 NS GUARDRAIL GUARDRAIL STEEL POST 8' 22 | | | 0300 13401 25.000 EA | 25.00000 625.00| 212.92000 5323.00| 100.00000 2500.00 NS GUARDRAIL GUARDRAIL STEEL TUBE ATTD | | | 0310 13401 5.000 EA | 50.00000 250.00| 143.18000 715.90| 100.00000 500.00 NS GUARDRAIL GUARDRAIL STRUT AND YOKE | | | ASSY. (GR-7 OR GR-9)221 | | | 0320 13710 3.000 EA | 250.00000 750.00| 975.16000 2925.48| 1000.00000 3000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | ATTEN. CARTRIDGE ATTD | | | 0330 13710 3.000 EA | 250.00000 750.00| 1079.65000 3238.95| 1300.00000 3900.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR DIAPHRAM ATTD | | | 0340 13710 3.000 EA | 250.00000 750.00| 4144.45000 12433.35| 50.00000 150.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | IMPACT ATTENUATOR FRAME ATTD | | | 0350 13710 3.000 EA | 250.00000 750.00| 905.51000 2716.53| 1000.00000 3000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | NOSE SECTION ATTD | | | 0360 13710 5.000 EA | 250.00000 1250.00| 459.72000 2298.60| 700.00000 3500.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SAND BARREL ATTD | | | 0370 13710 3.000 EA | 250.00000 750.00| 870.68000 2612.04| 900.00000 2700.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | SIDE PANEL ATTD | | | 0380 13710 1.000 EA | 10000.00000 10000.00| 14828.26000 14828.26| 18000.00000 18000.00 NS IMPACT ATTENAUTOR IMPACT ATTENAUTOR | | | TL3 221 | | | 0390 17311 5.000 EA | 100.00000 500.00| 60.63000 303.15| 75.00000 375.00 W BEAM TERM CONNECTOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K54 -4 TABULATION OF BIDS CALL ORDER : K54 CONTRACT ID : C00101869N03 COUNTIES : APPOMATTOX CAMPBELL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 NELSON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) G1006 |( 3 ) N234 |MAKCO, INCORPORATED |GFS FENCE, GUARDRAIL & SIGN |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 17317 5.000 EA | 100.00000 500.00| 60.63000 303.15| 40.00000 200.00 W BEAM END SECT (ROUNDED) | | | 0410 17321 10.000 EA | 25.00000 250.00| 13.93000 139.30| 50.00000 500.00 W BEAM BACKUP PLATE | | | 0420 17323 8000.000 LF | 15.00000 120000.00| 8.33000 66640.00| 14.00000 112000.00 GUARDRAIL BEAM | | | 0430 17325 425.000 LF | 15.00000 6375.00| 13.09000 5563.25| 17.00000 7225.00 RADIAL GUARDRAIL BEAM | | | 0440 17327 145.000 LF | 20.00000 2900.00| 11.14000 1615.30| 20.00000 2900.00 RUB RAIL | | | 0450 17329 270.000 EA | 50.00000 13500.00| 95.67000 25830.90| 75.00000 20250.00 POST (WOOD, CONC., OR STEEL) | | | 0460 17336 30.000 EA | 200.00000 6000.00| 310.83000 9324.90| 1000.00000 30000.00 BR-GR POST ATTACHMENT (VARIOUS TYPES) | | | 0470 17338 25.000 EA | 50.00000 1250.00| 16.27000 406.75| 20.00000 500.00 DRILL HOLE | | | 0480 17341 500.000 EA | 10.00000 5000.00| 18.71000 9355.00| 10.00000 5000.00 REALIGN POST | | | 0490 17343 3.000 EA | 25.00000 75.00| 70.74000 212.22| 50.00000 150.00 TERMINAL CONNECTOR, GR-7 | | | * | | | 0500 17344 5.000 EA | 25.00000 125.00| 55.72000 278.60| 50.00000 250.00 SOIL PLATE GR-7 | | | 0510 17346 3.000 EA | 50.00000 150.00| 62.24000 186.72| 80.00000 240.00 BUFFERED END ASSEMBLY GR-7 | | | 0520 17351 5.000 EA | 50.00000 250.00| 180.21000 901.05| 100.00000 500.00 CABLE ASSEMBLY AND ANCHOR PLATES GR-7 | | | 0530 17355 20.000 EA | 75.00000 1500.00| 121.53000 2430.60| 100.00000 2000.00 POST S3X5.7 GR-3 | | | 0540 17357 5.000 EA | 50.00000 250.00| 34.83000 174.15| 50.00000 250.00 END POST CAPS, GR-3 | | | 0550 17361 10.000 EA | 20.00000 200.00| 11.42000 114.20| 20.00000 200.00 HOOK BOLTS, GR-3 | | | 0560 17365 5.000 EA | 100.00000 500.00| 239.25000 1196.25| 125.00000 625.00 STEEL TURNBUCKLE CABLE ASSEMBLY, GR-3 | | | 0570 17367 5.000 EA | 100.00000 500.00| 242.14000 1210.70| 100.00000 500.00 SPRING CABLE END ASSEMBLY, GR-3 | | | 0580 17369 3.000 EA | 100.00000 300.00| 671.41000 2014.23| 100.00000 300.00 CONCRETE ANCHOR ASSEMBLY, GR-3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K54 -5 TABULATION OF BIDS CALL ORDER : K54 CONTRACT ID : C00101869N03 COUNTIES : APPOMATTOX CAMPBELL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 NELSON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) G1006 |( 3 ) N234 |MAKCO, INCORPORATED |GFS FENCE, GUARDRAIL & SIGN |NICKELSTON INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 17371 5.000 EA | 100.00000 500.00| 99.94000 499.70| 400.00000 2000.00 RE-TENSION EXIST. CABLE GUARDRAIL, GR-3 | | | 0600 17374 10.000 EA | 500.00000 5000.00| 663.38000 6633.80| 5000.00000 50000.00 EMERGENCY MOBILIZATION | | | 0610 17381 5.000 EA | 100.00000 500.00| 70.02000 350.10| 100.00000 500.00 POST(BENT PLATE OR S3X5.7 STEEL) GR-8 | | | * | | | 0620 17383 5.000 EA | 20.00000 100.00| 126.96000 634.80| 50.00000 250.00 END POST SUPPORT ANGLES, GR-8 | | | 0630 17451 400.000 EA | 5.00000 2000.00| 5.33000 2132.00| 7.00000 2800.00 GUARDRAIL DELINEATOR | | | 0640 24272 400.000 HR | 10.00000 4000.00| 26.54000 10616.00| 30.00000 12000.00 TRUCK MOUNTED ATTENUATOR | | | 0650 24278 50.000 DAY | 1.00000 50.00| 1.99000 99.50| 2.00000 100.00 GROUP 2 CHANNELIZING DEVICES | | | 0660 24281 410.000 HR | 5.00000 2050.00| 10.61000 4350.10| 10.00000 4100.00 ELECTRONIC ARROW | | | 0670 24282 500.000 HR | 20.00000 10000.00| 33.17000 16585.00| 20.00000 10000.00 FLAGGER SERVICE | | | 0680 24601 10050.000 LF | 1.00000 10050.00| 1.98000 19899.00| 1.02000 10251.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0690 24611 500.000 LF | 10.00000 5000.00| 3.90000 1950.00| 10.00000 5000.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .. | | | 0700 24640 2500.000 LF | 5.00000 12500.00| 4.64000 11600.00| 5.00000 12500.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | SECTION TOTALS | $ 844,844.00| $ 896,548.46| $ 970,251.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,844.00| $ 896,548.46| $ 970,251.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K56 -1 TABULATION OF BIDS CALL ORDER : K56 CONTRACT ID : C00077298M01 COUNTIES : FLOYD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/30/13 COMPLETION DATE PROJECT(S) : 0221-031-111, R201, M501, B6 FED # BR-031-2(016) 0221-031-111, R201, M501, B6 FED # BR-031-2(016) 0221-031-111, R201, M501, B6 FED # BR-031-2(016) OTHERS CONTRACT DESCRIPTION: GRADE, DRAIN, ASP. PAVE. AND BRIDGE. REPLACE. FR: 0.147 MI. E. RTE. 860; TO: 0.047 MI. W. RTE. 860 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 2,217,123.85 100.0000% 2 E155 ELK KNOB, INC. $ 2,297,094.88 103.6070% 3 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 2,426,349.25 109.4368% 4 H018 HAYMES BROTHERS, INC. $ 2,584,204.00 116.5566% 5 L026 D. W. LYLE CORPORATION $ 2,653,816.17 119.6963% 6 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 2,724,991.10 122.9066% 7 E009 W. C. ENGLISH, INCORPORATED $ 2,736,952.20 123.4461% 8 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 2,853,825.15 128.7174% ==================================================================================================================================== |( 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 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 140000.00000 140000.00| 132000.00000 132000.00| 153000.00000 153000.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 6600.00000 6600.00| 2900.00000 2900.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00102 LUMP| 25000.00000 25000.00| 770.00000 770.00| 4200.00000 4200.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0040 00122 260.000 LF | 48.50000 12610.00| 10.00000 2600.00| 5.50000 1430.00 NS GRADING GRADING DIVERSION DIKE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K56 -2 TABULATION OF BIDS CALL ORDER : K56 CONTRACT ID : C00077298M01 COUNTIES : FLOYD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00125 LUMP| 175000.00000 175000.00| 85000.00000 85000.00| 144000.00000 144000.00 GRADING | | | 0060 00591 86.000 LF | 18.60000 1599.60| 20.00000 1720.00| 15.00000 1290.00 COMB. UNDERDRAIN CD-2 | | | 0070 00595 58.000 LF | 13.75000 797.50| 20.00000 1160.00| 9.80000 568.40 OUTLET PIPE | | | 0080 00596 4.000 EA | 512.00000 2048.00| 500.00000 2000.00| 410.00000 1640.00 ENDWALL EW-12 | | | 0090 00700 120.000 LF | 16.70000 2004.00| 13.75000 1650.00| 12.00000 1440.00 POST INSTALLATION INSPECTION | | | 0100 01180 40.000 LF | 65.00000 2600.00| 45.00000 1800.00| 39.00000 1560.00 18" PIPE | | | 0110 01240 80.000 LF | 70.00000 5600.00| 50.00000 4000.00| 44.00000 3520.00 24" PIPE | | | 0120 09150 13.000 TON | 98.00000 1274.00| 30.00000 390.00| 25.00000 325.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0130 09250 1.000 EA | 760.00000 760.00| 700.00000 700.00| 570.00000 570.00 SLOPE DRAIN | | | 0140 10065 209.000 TON | 43.00000 8987.00| 22.50000 4702.50| 26.00000 5434.00 AGGR. MATL. NO. 1 | | | 0150 10128 2312.000 TON | 25.00000 57800.00| 22.50000 52020.00| 24.00000 55488.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0160 10628 412.000 SY | 13.50000 5562.00| 13.37000 5508.44| 13.00000 5356.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0170 10635 375.000 TON | 130.00000 48750.00| 126.17000 47313.75| 120.00000 45000.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0180 10642 1254.000 TON | 110.00000 137940.00| 108.79000 136422.66| 100.00000 125400.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0190 11070 65.000 LF | 3.40000 221.00| 10.00000 650.00| 5.60000 364.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (6" DEPTH) | | | 0200 13320 437.500 LF | 20.00000 8750.00| 19.80000 8662.50| 19.00000 8312.50 GUARDRAIL GR-2 | | | 0210 13333 25.000 LF | 25.00000 625.00| 24.20000 605.00| 32.00000 800.00 RAD. GUARDRAIL GR-2A | | | 0220 13345 3.000 EA | 2610.00000 7830.00| 2585.00000 7755.00| 2500.00000 7500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0230 13383 4.000 EA | 2350.00000 9400.00| 2310.00000 9240.00| 2200.00000 8800.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K56 -3 TABULATION OF BIDS CALL ORDER : K56 CONTRACT ID : C00077298M01 COUNTIES : FLOYD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 13495 144.000 LF | 43.25000 6228.00| 36.00000 5184.00| 59.00000 8496.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0250 13604 2.000 EA | 12710.00000 25420.00| 6000.00000 12000.00| 14000.00000 28000.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0260 24100 1350.000 HR | 10.00000 13500.00| 10.00000 13500.00| 20.00000 27000.00 ALLAYING DUST | | | 0270 24152 4.000 EA | 541.00000 2164.00| 400.00000 1600.00| 420.00000 1680.00 TYPE III BARRICADE 8' | | | 0280 24160 860.000 SF | 18.20000 15652.00| 16.50000 14190.00| 15.00000 12900.00 CONSTRUCTION SIGNS | | | 0290 24260 1186.000 TON | 25.00000 29650.00| 15.00000 17790.00| 18.00000 21348.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0300 24278 16925.000 DAY | 0.65000 11001.25| 0.50000 8462.50| 0.63000 10662.75 GROUP 2 CHANNELIZING DEVICES | | | 0310 24282 1350.000 HR | 16.20000 21870.00| 14.00000 18900.00| 23.00000 31050.00 FLAGGER SERVICE | | | 0320 24288 1890.000 DAY | 1.77000 3345.30| 2.50000 4725.00| 2.00000 3780.00 WARNING LIGHT TY. B | | | 0330 24297 80.000 LF | 63.00000 5040.00| 25.00000 2000.00| 41.00000 3280.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0340 24430 2720.000 SY | 3.90000 10608.00| 3.00000 8160.00| 4.80000 13056.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0350 24601 733.000 LF | 5.25000 3848.25| 1.21000 886.93| 3.20000 2345.60 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0360 25506 15.000 MO | 1300.00000 19500.00| 1500.00000 22500.00| 1200.00000 18000.00 FIELD OFFICE TY.II | | | 0370 26117 832.000 TON | 28.50000 23712.00| 28.00000 23296.00| 30.00000 24960.00 DRY RIPRAP CL. AI | | | 0380 27102 294.000 LB | 10.00000 2940.00| 17.60000 5174.40| 9.50000 2793.00 REGULAR SEED | | | 0390 27103 156.000 LB | 7.80000 1216.80| 3.30000 514.80| 7.40000 1154.40 OVERSEEDING | | | 0400 27104 23.000 LB | 20.00000 460.00| 24.20000 556.60| 19.00000 437.00 LEGUME SEED | | | 0410 27105 14.000 LB | 15.60000 218.40| 24.20000 338.80| 15.00000 210.00 LEGUME OVERSEEDING | | | 0420 27215 1.000 TON | 1333.00000 1333.00| 1650.00000 1650.00| 1300.00000 1300.00 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K56 -4 TABULATION OF BIDS CALL ORDER : K56 CONTRACT ID : C00077298M01 COUNTIES : FLOYD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 27250 5.000 TON | 112.20000 561.00| 275.00000 1375.00| 110.00000 550.00 LIME | | | 0440 27321 829.000 SY | 4.00000 3316.00| 2.20000 1823.80| 2.10000 1740.90 PROTECTIVE COVERING EC-2 | | | 0450 27410 4.000 EA | 723.00000 2892.00| 250.00000 1000.00| 240.00000 960.00 CHECK DAM, ROCK TY. I | | | 0460 27415 14.000 EA | 170.00000 2380.00| 350.00000 4900.00| 280.00000 3920.00 CHECK DAM(ROCK) TY. II | | | 0470 27422 2.000 EA | 900.00000 1800.00| 2500.00000 5000.00| 1000.00000 2000.00 DEWATERING BASIN | | | 0480 27430 646.000 CY | 5.00000 3230.00| 0.10000 64.60| 5.60000 3617.60 SILTATION CONTROL EXCAVATION | | | 0490 27505 3488.000 LF | 2.60000 9068.80| 2.75000 9592.00| 2.70000 9417.60 TEMP. SILT FENCE | | | 0500 27580 42.000 CY | 100.00000 4200.00| 50.00000 2100.00| 21.00000 882.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0510 51955 LUMP| 36000.00000 36000.00| 27060.00000 27060.00| 27000.00000 27000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0520 54032 5000.000 LF | 2.50000 12500.00| 0.98000 4900.00| 2.40000 12000.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0530 54075 500.000 LF | 3.30000 1650.00| 5.94000 2970.00| 3.10000 1550.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0540 54100 15.000 LF | 17.75000 266.25| 26.84000 402.60| 17.00000 255.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED THERMO. 24" STOP BAR | | | 0550 54105 1500.000 LF | 2.60000 3900.00| 3.17000 4755.00| 2.40000 3600.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0560 54217 28.000 EA | 110.50000 3094.00| 101.20000 2833.60| 110.00000 3080.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0570 54242 20.000 EA | 11.70000 234.00| 10.34000 206.80| 11.00000 220.00 TEMP. PAVE. MARKER 2 WAY | | | 0580 54466 2500.000 LF | 2.50000 6250.00| 2.67000 6675.00| 2.40000 6000.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0590 54510 2850.000 LF | 1.65000 4702.50| 1.33000 3790.50| 1.50000 4275.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0600 54514 250.000 LF | 3.30000 825.00| 2.59000 647.50| 3.10000 775.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0610 54522 50.000 LF | 10.20000 510.00| 7.04000 352.00| 9.70000 485.00 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K56 -5 TABULATION OF BIDS CALL ORDER : K56 CONTRACT ID : C00077298M01 COUNTIES : FLOYD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 60404 120.000 CY | 580.00000 69600.00| 600.00000 72000.00| 700.00000 84000.00 CONCRETE CLASS A4 | | | 0630 60450 112.000 CY | 375.00000 42000.00| 525.00000 58800.00| 290.00000 32480.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 0640 60452 17200.000 LB | 1.00000 17200.00| 0.85000 14620.00| 1.30000 22360.00 REINF. STEEL BRIDGE APPR. SLAB | | | 0650 60490 715.000 SY | 5.20000 3718.00| 5.14000 3675.10| 5.10000 3646.50 BRIDGE DECK GROOVING | | | 0660 61187 18.000 EA | 8200.00000 147600.00| 10000.00000 180000.00| 13000.00000 234000.00 PRESTR. CONC. SLAB 4' X 21" X(+35' - | | | 40') | | | 0670 61200 2.000 EA | 8200.00000 16400.00| 10000.00000 20000.00| 13000.00000 26000.00 NS PRESTRESSED CONCRETE BEAM PRESTR. | | | CONCRETE BEAM SOLID SLAB PSS-21A | | | (+35'-40') | | | 0680 61200 1.000 EA | 13200.00000 13200.00| 13500.00000 13500.00| 13000.00000 13000.00 NS PRESTRESSED CONCRETE BEAM PRESTR. | | | CONCRETE BEAM SOLID SLAB PSS-21A | | | (4'X21") 60' LONG | | | 0690 61200 2.000 EA | 12400.00000 24800.00| 13500.00000 27000.00| 13000.00000 26000.00 NS PRESTRESSED CONCRETE BEAM PRESTR. | | | CONCRETE BEAM SOLID SLAB PSS-21C | | | (60') WITH RAILING | | | 0700 61200 4.000 EA | 8200.00000 32800.00| 10000.00000 40000.00| 13000.00000 52000.00 NS PRESTRESSED CONCRETE BEAM PRESTR. | | | CONCRETE BEAM SOLID SLAB PSS21C W/ | | | RAIL.(+35'-40') | | | 0710 61701 20440.000 LB | 1.90000 38836.00| 1.50000 30660.00| 2.00000 40880.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0720 62033 280.000 LF | 217.00000 60760.00| 125.00000 35000.00| 100.00000 28000.00 RAILING.KANSAS CORRAL 32" W/OUT CURB | | | 0730 62504 92.000 LF | 51.00000 4692.00| 40.00000 3680.00| 31.00000 2852.00 PREFORMED ELASTOMERIC JOINT SEALER 3 | | | 1/2" | | | 0740 64005 2710.000 TON | 21.00000 56910.00| 17.25000 46747.50| 26.00000 70460.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0750 64011 2261.000 CY | 10.20000 23062.20| 60.00000 135660.00| 13.00000 29393.00 STRUCTURE EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K56 -6 TABULATION OF BIDS CALL ORDER : K56 CONTRACT ID : C00077298M01 COUNTIES : FLOYD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 64030 24.000 CY | 85.00000 2040.00| 50.00000 1200.00| 47.00000 1128.00 POROUS BACKFILL | | | 0770 64045 1140.000 SF | 37.50000 42750.00| 60.00000 68400.00| 15.00000 17100.00 TEMPORARY SHEET PILING | | | 0780 65013 651.000 CY | 392.00000 255192.00| 500.00000 325500.00| 310.00000 201810.00 CONCRETE CLASS A3 | | | 0790 65200 32000.000 LB | 1.14000 36480.00| 0.85000 27200.00| 1.10000 35200.00 REINF. STEEL | | | 0800 65201 22190.000 LB | 1.90000 42161.00| 1.50000 33285.00| 1.90000 42161.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0810 66116 LUMP| 50000.00000 50000.00| 85000.00000 85000.00| 150000.00000 150000.00 NS TEMP. CAUSEWAY TEMP. CAUSEWAY | | | (STAGES 1 & 2) | | | 0820 66120 2.000 EA | 11330.00000 22660.00| 40000.00000 80000.00| 100000.00000 200000.00 COFFERDAM | | | 0830 66239 460.000 TON | 47.50000 21850.00| 22.00000 10120.00| 46.00000 21160.00 DRY RIPRAP CL.II 38" | | | 0840 66926 8.000 SY | 321.00000 2568.00| 300.00000 2400.00| 220.00000 1760.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 10" | | | 0850 67900 LUMP| 100000.00000 100000.00| 105000.00000 105000.00| 100000.00000 100000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO.1021 | | | 0860 68133 9.000 EA | 11500.00000 103500.00| 13500.00000 121500.00| 13000.00000 117000.00 NS PRESTRESSED CONCRETE SLAB CONCRETE | | | SLAB PSS-21B P/S CONC. VOIDED SLAB 60' | | | 0870 70000 LUMP| 7500.00000 7500.00| 500.00000 500.00| 140.00000 140.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 001, D-1 | | | 0880 70000 LUMP| 3600.00000 3600.00| 500.00000 500.00| 140.00000 140.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 006, D-700 | | | SECTION TOTALS | $ 2,217,123.85| $ 2,297,094.88| $ 2,426,349.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,217,123.85| $ 2,297,094.88| $ 2,426,349.25 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K57 -1 TABULATION OF BIDS CALL ORDER : K57 CONTRACT ID : C00093158B50 COUNTIES : WYTHE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : (NFO)0618-098-737, B650 FED # BH-BR01 (235) CONTRACT DESCRIPTION: DECK REPLACEMENT FROM: 3.41 MI. TO RTE. 611 TO: 0.03 MI. TO RTE. 11 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 579,350.90 100.0000% 2 K065 KEN CONSTRUCTION CO., INC. $ 800,843.60 138.2312% 3 C024 A. R. COFFEY AND SONS, INC. $ 833,937.70 143.9435% 4 V037 JAMES R. VANNOY & SONS CONSTRUCTION COMPANY, INC. $ 844,088.74 145.6956% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 927,079.30 160.0203% 6 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 1,111,762.83 191.8980% ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) C024 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 46250.00000 46250.00| 80000.00000 80000.00| 67000.00000 67000.00 MOBILIZATION | | | 0020 00101 LUMP| 2860.00000 2860.00| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10128 20.000 TON | 40.00000 800.00| 50.00000 1000.00| 42.00000 840.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10608 25.000 TON | 275.00000 6875.00| 260.00000 6500.00| 250.00000 6250.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0050 10628 350.000 SY | 20.00000 7000.00| 18.00000 6300.00| 15.75000 5512.50 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0060 10642 12.000 TON | 275.00000 3300.00| 300.00000 3600.00| 250.00000 3000.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0070 13315 2.000 EA | 880.00000 1760.00| 800.00000 1600.00| 1000.00000 2000.00 GUARDRAIL TERMINAL GR-11 | | | 0080 13320 225.000 LF | 19.80000 4455.00| 18.00000 4050.00| 17.50000 3937.50 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K57 -2 TABULATION OF BIDS CALL ORDER : K57 CONTRACT ID : C00093158B50 COUNTIES : WYTHE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) C024 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13331 200.000 LF | 22.00000 4400.00| 20.00000 4000.00| 19.50000 3900.00 RAD. GUARDRAIL GR-2 | | | 0100 13345 2.000 EA | 2640.00000 5280.00| 2400.00000 4800.00| 2400.00000 4800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13383 4.000 EA | 2420.00000 9680.00| 2200.00000 8800.00| 2100.00000 8400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 24265 LUMP| 98500.00000 98500.00| 80000.00000 80000.00| 172000.00000 172000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 6188 | | | 0130 24600 375.000 LF | 2.20000 825.00| 5.00000 1875.00| 5.00000 1875.00 REMOVE EXISTING GUARDRAIL | | | 0140 27430 26.000 CY | 0.10000 2.60| 0.10000 2.60| 0.00000 0.00 SILTATION CONTROL EXCAVATION | | | 0150 27505 150.000 LF | 3.00000 450.00| 5.00000 750.00| 3.00000 450.00 TEMP. SILT FENCE | | | 0160 54020 1000.000 LF | 1.00000 1000.00| 1.25000 1250.00| 3.95000 3950.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0170 68022 240.000 LF | 128.00000 30720.00| 150.00000 36000.00| 210.00000 50400.00 RAILING,KANSAS CORRAL 32" W/CURB | | | 0180 68023 215.000 LF | 115.00000 24725.00| 140.00000 30100.00| 200.00000 43000.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0190 68040 164.500 CY | 635.00000 104457.50| 950.00000 156275.00| 1100.00000 180950.00 CONCRETE CLASS A4 | | | 0200 68090 657.000 SY | 5.40000 3547.80| 8.00000 5256.00| 5.10000 3350.70 BRIDGE DECK GROOVING | | | 0210 68101 44500.000 LB | 1.60000 71200.00| 2.25000 100125.00| 2.08000 92560.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0220 68400 378.000 SY | 28.00000 10584.00| 60.00000 22680.00| 35.00000 13230.00 WATERPROOFING | | | 0230 68600 5.000 SY | 725.00000 3625.00| 1200.00000 6000.00| 1100.00000 5500.00 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0240 68900 LUMP| 115000.00000 115000.00| 200000.00000 200000.00| 130000.00000 130000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6188 | | | 0250 68904 25.000 EA | 40.00000 1000.00| 125.00000 3125.00| 48.00000 1200.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR EMBEDDED GALVANIC | | | ANODES TYPE 1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K57 -3 TABULATION OF BIDS CALL ORDER : K57 CONTRACT ID : C00093158B50 COUNTIES : WYTHE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) K065 |( 3 ) C024 |ELK KNOB, INC. |KEN CONSTRUCTION CO., INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 68908 LUMP| 4433.00000 4433.00| 5000.00000 5000.00| 4630.00000 4630.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REM. EXIST. ASBESTOS (STR. | | | NO. 6188) | | | 0270 69011 28.000 CY | 30.00000 840.00| 50.00000 1400.00| 39.00000 1092.00 STRUCTURE EXCAVATION | | | 0280 69500 7.000 SY | 875.00000 6125.00| 1000.00000 7000.00| 1200.00000 8400.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0290 69805 258.000 SY | 32.00000 8256.00| 60.00000 15480.00| 35.00000 9030.00 WATERPROOFING | | | 0300 69905 35.000 EA | 40.00000 1400.00| 125.00000 4375.00| 48.00000 1680.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR EMBEDDED GALVANIC | | | ANODES TYPE 1 | | | SECTION TOTALS | $ 579,350.90| $ 800,843.60| $ 833,937.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 579,350.90| $ 800,843.60| $ 833,937.70 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K60 -1 TABULATION OF BIDS CALL ORDER : K60 CONTRACT ID : C00071942B05 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 08/27/12 COMPLETION DATE PROJECT(S) : 0522-078-105, B605 FED # BR-078-7(015) 0522-078-105, C501 FED # BR-078-7(015) 0522-078-105, C501 FED # BR-078-7(015) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT AND APPROACHES RTE. 522 OVER THORNTON RIVER 0.04 MI. S. RTE. 211 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 1,019,880.85 100.0000% 2 F440 FAIRFIELD-ECHOLS, LLC $ 1,170,525.95 114.7709% ==================================================================================================================================== |( 1 ) F451 |( 2 ) F440 |( ) |FIELDER'S CHOICE ENTERPRISE |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY ITEMS | | | 0010 00100 LUMP| 80000.00000 80000.00| 87000.00000 87000.00| MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 18500.00000 18500.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 0.120 LS | 25000.00000 25000.00| 3869.00000 3869.00| CLEARING AND GRUBBING | | | 0040 00120 82.000 CY | 50.00000 4100.00| 127.50000 10455.00| REGULAR EXCAVATION | | | 0050 00140 880.000 CY | 35.00000 30800.00| 29.70000 26136.00| BORROW EXCAVATION | | | 0060 00529 4.000 CY | 500.00000 2000.00| 345.00000 1380.00| FLOWABLE BACKFILL | | | 0070 00700 81.000 LF | 15.00000 1215.00| 7.50000 607.50| POST INSTALLATION INSPECTION | | | 0080 01156 45.000 LF | 50.00000 2250.00| 133.60000 6012.00| STORM SEWER PIPE 15" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K60 -2 TABULATION OF BIDS CALL ORDER : K60 CONTRACT ID : C00071942B05 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) F440 |( ) |FIELDER'S CHOICE ENTERPRISE |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 01246 36.000 LF | 65.00000 2340.00| 145.50000 5238.00| STORM SEWER PIPE 24" | | | 0100 07508 1.000 EA | 3700.00000 3700.00| 2623.50000 2623.50| DROP INLET DI-7 | | | 0110 08962 1.000 EA | 3500.00000 3500.00| 2497.00000 2497.00| DROP INLET DI-13 TY.1 | | | 0120 09056 4.000 LF | 520.00000 2080.00| 753.00000 3012.00| MANHOLE MH-1 OR 2 | | | 0130 09057 1.000 EA | 575.00000 575.00| 658.00000 658.00| FRAME & COVER MH-1 | | | 0140 09150 8.000 TON | 75.00000 600.00| 125.50000 1004.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0150 10128 276.000 TON | 25.00000 6900.00| 32.40000 8942.40| AGGR. BASE MATL. TY. I NO. 21B | | | 0160 10496 315.000 SF | 26.00000 8190.00| 30.00000 9450.00| NS PAVEMENT PAVEMENT THERMOPLASTIC | | | SURFACE TREATMENT | | | 0170 10607 159.000 TON | 113.00000 17967.00| 153.70000 24438.30| ASPHALT CONCRETE TY. SM-12.5A | | | 0180 10628 273.000 SY | 16.00000 4368.00| 20.20000 5514.60| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0190 10642 172.000 TON | 107.00000 18404.00| 132.50000 22790.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0200 11070 369.000 LF | 5.00000 1845.00| 4.25000 1568.25| NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 3" | | | 0210 12323 55.000 LF | 126.00000 6930.00| 132.50000 7287.50| ASPHALT CONCRETE CURB TY. MC-3C | | | 0220 12505 2.000 TON | 126.00000 252.00| 265.00000 530.00| ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0230 13245 16.000 SY | 65.00000 1040.00| 100.00000 1600.00| NS SIDEWALK SIDEWALK BRICK WALK | | | WAY-REMOVE, RETAIN, REPLACE | | | 0240 13312 1.000 EA | 2500.00000 2500.00| 2120.00000 2120.00| GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0250 13320 65.000 LF | 32.00000 2080.00| 53.00000 3445.00| GUARDRAIL GR-2 | | | 0260 13345 1.000 EA | 2700.00000 2700.00| 3710.00000 3710.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K60 -3 TABULATION OF BIDS CALL ORDER : K60 CONTRACT ID : C00071942B05 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) F440 |( ) |FIELDER'S CHOICE ENTERPRISE |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 13383 2.000 EA | 2300.00000 4600.00| 2650.00000 5300.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0280 23560 400.000 LF | 2.00000 800.00| 8.00000 3200.00| TEMP. SAFETY FENCE 4' | | | 0290 24100 720.000 HR | 10.00000 7200.00| 69.00000 49680.00| ALLAYING DUST | | | 0300 24150 2.000 EA | 350.00000 700.00| 400.00000 800.00| TYPE III BARRICADE 4' | | | 0310 24152 5.000 EA | 350.00000 1750.00| 400.00000 2000.00| TYPE III BARRICADE 8' | | | 0320 24160 819.000 SF | 18.00000 14742.00| 18.60000 15233.40| CONSTRUCTION SIGNS | | | 0330 24260 667.000 TON | 30.00000 20010.00| 20.15000 13440.05| CR. RUN AGGR. NO. 25 OR 26 | | | 0340 24278 1200.000 DAY | 2.00000 2400.00| 1.25000 1500.00| GROUP 2 CHANNELIZING DEVICES | | | 0350 24279 1344.000 HR | 10.00000 13440.00| 6.00000 8064.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0360 24282 800.000 HR | 15.00000 12000.00| 30.55000 24440.00| FLAGGER SERVICE | | | 0370 24290 85.000 LF | 91.00000 7735.00| 25.00000 2125.00| TRAFFIC BARRIER SERVICE CONCRETE | | | 0380 24430 60.000 SY | 20.00000 1200.00| 16.50000 990.00| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0390 25505 5.000 MO | 2500.00000 12500.00| 1800.00000 9000.00| FIELD OFFICE TY.I | | | 0400 25561 2.000 DAY | 3200.00000 6400.00| 4050.00000 8100.00| FORMAL PARTNERING | | | 0410 26117 3.000 TON | 100.00000 300.00| 180.00000 540.00| DRY RIPRAP CL. AI | | | 0420 27102 54.400 LB | 21.00000 1142.40| 51.00000 2774.40| REGULAR SEED | | | 0430 27103 34.000 LB | 3.20000 108.80| 7.50000 255.00| OVERSEEDING | | | 0440 27215 0.100 TON | 2500.00000 250.00| 1590.00000 159.00| FERTILIZER(15-30-15) | | | 0450 27250 0.800 TON | 750.00000 600.00| 234.00000 187.20| LIME | | | 0460 27284 775.000 SY | 2.00000 1550.00| 1.50000 1162.50| EROSION CONTROL MULCH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K60 -4 TABULATION OF BIDS CALL ORDER : K60 CONTRACT ID : C00071942B05 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) F440 |( ) |FIELDER'S CHOICE ENTERPRISE |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 27415 1.000 EA | 250.00000 250.00| 375.00000 375.00| CHECK DAM(ROCK) TY. II | | | 0480 27422 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| DEWATERING BASIN | | | 0490 27430 146.000 CY | 10.00000 1460.00| 23.50000 3431.00| SILTATION CONTROL EXCAVATION | | | 0500 27451 1.000 EA | 250.00000 250.00| 462.00000 462.00| INLET PROTECTION TYPE A | | | 0510 27461 1.000 EA | 250.00000 250.00| 514.00000 514.00| INLET PROTECTION TYPE B | | | 0520 27505 421.000 LF | 3.00000 1263.00| 4.00000 1684.00| TEMP. SILT FENCE | | | 0530 27506 270.000 LF | 2.75000 742.50| 3.00000 810.00| TEMP. FILTER BARRIER | | | 0540 49000 187.000 LF | 31.00000 5797.00| 51.70000 9667.90| NS SANITARY SEWER SANITARY SEWER 1-1/2" | | | SAN. SEWER FORCE MAIN (PE) | | | 0550 49000 68.000 LF | 32.00000 2176.00| 103.50000 7038.00| NS SANITARY SEWER SANITARY SEWER 1-1/2" | | | SAN. SEWER FORCE MAIN (PVC) | | | 0560 49001 1.000 EA | 550.00000 550.00| 3695.00000 3695.00| NS SANITARY SEWER SANITARY SEWER 1" AIR | | | RELEASE VALVE FORCE MAIN | | | 0570 49001 4.000 EA | 530.00000 2120.00| 462.00000 1848.00| NS SANITARY SEWER SANITARY SEWER 1-1/2" | | | VALVE & BOX FORCE MAIN | | | 0580 49005 LUMP| 5500.00000 5500.00| 5830.00000 5830.00| NS SANITARY SEWER SANITARY SEWER | | | TEMPORARY UTILITY BRIDGE | | | 0590 50012 6.000 EA | 155.00000 930.00| 282.10000 1692.60| ROAD EDGE DELINEATOR, ED-2 | | | 0600 50108 117.000 SF | 20.00000 2340.00| 35.95000 4206.15| SIGN PANEL | | | 0610 50430 48.000 LF | 24.00000 1152.00| 21.75000 1044.00| SIGN POST STP-1 2" | | | 0620 50432 37.000 LF | 19.00000 703.00| 21.85000 808.45| SIGN POST STP-1 2 3/16" | | | 0630 50434 88.000 LF | 45.00000 3960.00| 22.50000 1980.00| SIGN POST STP-1 2 1/2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K60 -5 TABULATION OF BIDS CALL ORDER : K60 CONTRACT ID : C00071942B05 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) F440 |( ) |FIELDER'S CHOICE ENTERPRISE |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 50490 11.000 EA | 152.00000 1672.00| 673.00000 7403.00| CONCRETE FOUNDATION STP-1 | | | 0650 50867 9.000 EA | 194.00000 1746.00| 70.50000 634.50| REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0660 50902 1.000 EA | 278.00000 278.00| 230.00000 230.00| NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXISTING SIGN STRUT. TY. MA-A | | | 0670 54020 1345.000 LF | 0.95000 1277.75| 1.00000 1345.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0680 54079 255.000 LF | 4.20000 1071.00| 4.25000 1083.75| TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0690 54100 20.000 LF | 3.40000 68.00| 14.00000 280.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | 24" THERMO PREFORMED | | | 0700 54100 80.000 LF | 14.00000 1120.00| 3.50000 280.00| NS PAVEMENT MARKING PAVEMENT MARKING 6" | | | THERMO PREFORMED | | | 0710 54402 1.000 EA | 500.00000 500.00| 375.00000 375.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING "AHEAD" THERMO | | | PREFORMED | | | 0720 54402 1.000 EA | 500.00000 500.00| 265.00000 265.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING "STOP" THERMO PREFORMED | | | 0730 60404 52.700 CY | 950.00000 50065.00| 1500.00000 79050.00| CONCRETE CLASS A4 | | | 0740 60490 200.000 SY | 11.00000 2200.00| 11.00000 2200.00| BRIDGE DECK GROOVING | | | 0750 61701 12680.000 LB | 2.40000 30432.00| 2.50000 31700.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0760 62021 138.000 LF | 200.00000 27600.00| 300.00000 41400.00| NS RAILING RAILING ILLINOIS STEEL | | | 0770 62536 LUMP| 256500.00000 256500.00| 255000.00000 255000.00| NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE PREFABRICATED STEEL | | | 0780 67904 LUMP| 14500.00000 14500.00| 11500.00000 11500.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS SANITARY SEWER FORCE MAIN | | | SYSTEM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K60 -6 TABULATION OF BIDS CALL ORDER : K60 CONTRACT ID : C00071942B05 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F451 |( 2 ) F440 |( ) |FIELDER'S CHOICE ENTERPRISE |FAIRFIELD-ECHOLS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 68900 LUMP| 81500.00000 81500.00| 70000.00000 70000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1007 | | | 0800 69005 516.000 TON | 30.00000 15480.00| 35.00000 18060.00| SELECT MATL. TY. I MIN. CBR-30 | | | 0810 69009 20.000 CY | 75.00000 1500.00| 50.00000 1000.00| POROUS BACKFILL | | | 0820 69010 20.000 LF | 50.00000 1000.00| 20.00000 400.00| PIPE UNDERDRAIN 6" | | | 0830 69011 223.000 CY | 35.00000 7805.00| 75.00000 16725.00| STRUCTURE EXCAVATION | | | 0840 69012 609.000 SF | 43.00000 26187.00| 40.00000 24360.00| TEMPORARY SHEET PILING | | | 0850 69030 112.900 CY | 766.00000 86481.40| 950.00000 107255.00| CONCRETE CLASS A3 | | | 0860 69100 2140.000 LB | 2.50000 5350.00| 1.25000 2675.00| REINF. STEEL | | | 0870 69101 3930.000 LB | 3.00000 11790.00| 2.50000 9825.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0880 69620 2.000 EA | 3000.00000 6000.00| 10000.00000 20000.00| COFFERDAM | | | 0890 69639 201.000 TON | 50.00000 10050.00| 55.00000 11055.00| DRY RIPRAP CL. II | | | SECTION TOTALS | $ 1,019,880.85| $ 1,170,525.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,019,880.85| $ 1,170,525.95| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K62 -1 TABULATION OF BIDS CALL ORDER : K62 CONTRACT ID : C00089295B14 COUNTIES : STAFFORD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/30/12 COMPLETION DATE PROJECT(S) : 0610-089-579, B614 FED # BH-BR06(237) CONTRACT DESCRIPTION: REPAIRS ON RTE. 610 (GARRISONVILLE ROAD) OVER AQUIA CREEK 0.3 MI. W. OF RTE. 643 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 311,017.90 100.0000% 2 L026 D. W. LYLE CORPORATION $ 428,908.97 137.9049% 3 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 442,249.69 142.1943% 4 C097 CORMAN CONSTRUCTION, INC. $ 460,356.00 148.0159% ==================================================================================================================================== |( 1 ) M813 |( 2 ) L026 |( 3 ) I943 |MCCLAIN & CO., INC. |D. W. LYLE CORPORATION |INFRASTRUCTURE CORPORATION OF A 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| 20000.00000 20000.00| 34000.00000 34000.00| 63123.57000 63123.57 MOBILIZATION | | | 0020 10113 89.000 TON | 28.00000 2492.00| 61.38000 5462.82| 55.05000 4899.45 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10607 60.000 TON | 176.00000 10560.00| 279.87000 16792.20| 385.35000 23121.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 400.000 SY | 6.00000 2400.00| 11.15000 4460.00| 17.62000 7048.00 FLEXIBLE PAVEMENT PLANING | | | 0050 13320 550.000 LF | 30.00000 16500.00| 30.00000 16500.00| 27.89000 15339.50 GUARDRAIL GR-2 | | | 0060 13322 250.000 LF | 38.00000 9500.00| 38.00000 9500.00| 26.42000 6605.00 GUARDRAIL GR-2 8' POST | | | 0070 13345 4.000 EA | 3500.00000 14000.00| 3500.00000 14000.00| 3082.78000 12331.12 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13349 4.000 EA | 1000.00000 4000.00| 2263.78000 9055.12| 734.00000 2936.00 GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K62 -2 TABULATION OF BIDS CALL ORDER : K62 CONTRACT ID : C00089295B14 COUNTIES : STAFFORD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) L026 |( 3 ) I943 |MCCLAIN & CO., INC. |D. W. LYLE CORPORATION |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13400 797.000 LF | 5.50000 4383.50| 20.56000 16386.32| 22.02000 17549.94 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0100 13401 4.000 EA | 5000.00000 20000.00| 5000.00000 20000.00| 3669.98000 14679.92 NS GUARDRAIL GUARDRAIL FIXED OBJ. | | | ATTACH. BR-GR-3A | | | 0110 16390 11.000 TON | 235.00000 2585.00| 575.89000 6334.79| 385.35000 4238.85 ASPHALT CONCRETE TY. BM-25.0A | | | 0120 24160 352.000 SF | 10.95000 3854.40| 14.00000 4928.00| 14.68000 5167.36 CONSTRUCTION SIGNS | | | 0130 24278 320.000 DAY | 1.00000 320.00| 13.10000 4192.00| 0.73000 233.60 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 500.000 HR | 7.50000 3750.00| 5.37000 2685.00| 7.34000 3670.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24282 250.000 HR | 28.00000 7000.00| 22.16000 5540.00| 17.62000 4405.00 FLAGGER SERVICE | | | 0160 27505 300.000 LF | 1.00000 300.00| 4.03000 1209.00| 2.94000 882.00 TEMP. SILT FENCE | | | 0170 51955 LUMP| 30000.00000 30000.00| 44500.00000 44500.00| 28625.81000 28625.81 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0180 54032 600.000 LF | 5.00000 3000.00| 1.46000 876.00| 1.10000 660.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0190 54079 360.000 LF | 9.00000 3240.00| 8.75000 3150.00| 1.47000 529.20 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0200 54105 760.000 LF | 1.10000 836.00| 1.05000 798.00| 2.20000 1672.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54242 40.000 EA | 9.00000 360.00| 9.00000 360.00| 8.81000 352.40 TEMP. PAVE. MARKER 2 WAY | | | 0220 54466 500.000 LF | 4.00000 2000.00| 2.46000 1230.00| 2.94000 1470.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0230 54512 180.000 LF | 2.00000 360.00| 1.76000 316.80| 2.94000 529.20 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0240 54516 200.000 LF | 3.00000 600.00| 2.74000 548.00| 7.34000 1468.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0250 54524 24.000 LF | 8.50000 204.00| 7.92000 190.08| 11.01000 264.24 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 0260 68090 235.000 SY | 5.00000 1175.00| 5.75000 1351.25| 10.28000 2415.80 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K62 -3 TABULATION OF BIDS CALL ORDER : K62 CONTRACT ID : C00089295B14 COUNTIES : STAFFORD LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) L026 |( 3 ) I943 |MCCLAIN & CO., INC. |D. W. LYLE CORPORATION |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 68101 275.000 LB | 2.00000 550.00| 6.23000 1713.25| 3.39000 932.25 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0280 68312 35.000 SY | 90.00000 3150.00| 325.08000 11377.80| 513.80000 17983.00 TYPE A PATCHING (HES) | | | 0290 68315 236.000 SY | 55.00000 12980.00| 62.85000 14832.60| 10.28000 2426.08 TYPE A MILLING (1 1/2 " DEPTH) | | | 0300 68332 10.000 SY | 675.00000 6750.00| 1262.72000 12627.20| 1559.74000 15597.40 TYPE C PATCHING (HES) | | | 0310 68342 85.000 LF | 63.00000 5355.00| 50.64000 4304.40| 183.50000 15597.50 CRACK REPAIRS | | | 0320 68400 67.000 SY | 105.00000 7035.00| 71.91000 4817.97| 55.05000 3688.35 WATERPROOFING | | | 0330 68570 89.000 LF | 32.00000 2848.00| 111.24000 9900.36| 29.36000 2613.04 EXPANSION JOINT REMOVAL | | | 0340 68573 56.000 LF | 175.00000 9800.00| 321.51000 18004.56| 367.00000 20552.00 EXPANSION JOINT RECONSTRUCTION (HES) | | | 0350 68574 113.000 LF | 30.00000 3390.00| 47.94000 5417.22| 58.72000 6635.36 CLEAN AND RESEAL EXPANSION JOINT | | | 0360 68600 92.000 SY | 750.00000 69000.00| 677.99000 62375.08| 880.79000 81032.68 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0370 68910 236.000 SY | 90.00000 21240.00| 222.35000 52474.60| 192.67000 45470.12 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD. CEM CONC 1 | | | 1/4"-1 3/4(HES) | | | 0380 69500 5.000 SY | 1100.00000 5500.00| 1339.71000 6698.55| 1100.99000 5504.95 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 311,017.90| $ 428,908.97| $ 442,249.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,017.90| $ 428,908.97| $ 442,249.69 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K63 -1 TABULATION OF BIDS CALL ORDER : K63 CONTRACT ID : C00089301B33 COUNTIES : SPOTSYLVANIA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/11/12 COMPLETION DATE PROJECT(S) : (NFO)0738-088-579, B633 FED # BH-BR06(248) CONTRACT DESCRIPTION: BRIDGE REHAB. RTE 738 OVER TA RIVER 1.2 MI. S. RTE. 208 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 311,720.85 100.0000% 2 L026 D. W. LYLE CORPORATION $ 441,524.17 141.6409% 3 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 486,481.39 156.0632% 4 C097 CORMAN CONSTRUCTION, INC. $ 587,043.00 188.3233% ==================================================================================================================================== |( 1 ) M813 |( 2 ) L026 |( 3 ) I943 |MCCLAIN & CO., INC. |D. W. LYLE CORPORATION |INFRASTRUCTURE CORPORATION OF A 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| 34000.00000 34000.00| 67087.14000 67087.14 MOBILIZATION | | | 0020 10113 38.000 TON | 28.00000 1064.00| 111.83000 4249.54| 55.05000 2091.90 AGGR. BASE MATL. TY. I NO. 21A OR 21B | | | 0030 10607 55.000 TON | 195.00000 10725.00| 346.24000 19043.20| 385.35000 21194.25 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10630 267.000 SY | 6.00000 1602.00| 11.73000 3131.91| 17.62000 4704.54 FLEXIBLE PAVEMENT PLANING | | | 0050 10642 7.000 TON | 235.00000 1645.00| 754.13000 5278.91| 297.27000 2080.89 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 13310 2.000 LF | 250.00000 500.00| 250.00000 500.00| 183.50000 367.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0070 13320 562.500 LF | 25.00000 14062.50| 25.00000 14062.50| 27.89000 15688.13 GUARDRAIL GR-2 | | | 0080 13345 2.000 EA | 3500.00000 7000.00| 3500.00000 7000.00| 3082.78000 6165.56 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K63 -2 TABULATION OF BIDS CALL ORDER : K63 CONTRACT ID : C00089301B33 COUNTIES : SPOTSYLVANIA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) L026 |( 3 ) I943 |MCCLAIN & CO., INC. |D. W. LYLE CORPORATION |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13349 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00| 734.00000 2936.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0100 13400 565.000 LF | 5.75000 3248.75| 36.19000 20447.35| 22.02000 12441.30 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0110 13401 4.000 EA | 3550.00000 14200.00| 3550.00000 14200.00| 3669.98000 14679.92 NS GUARDRAIL GUARDRAIL GUARDRAIL FIXED | | | OBJECT ATT. BR-GR3 | | | 0120 24160 370.000 SF | 10.95000 4051.50| 14.00000 5180.00| 14.68000 5431.60 CONSTRUCTION SIGNS | | | 0130 24278 3000.000 DAY | 1.00000 3000.00| 0.98000 2940.00| 0.73000 2190.00 GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 800.000 HR | 7.50000 6000.00| 5.33000 4264.00| 7.34000 5872.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0150 24282 100.000 HR | 28.00000 2800.00| 22.33000 2233.00| 17.62000 1762.00 FLAGGER SERVICE | | | 0160 27505 350.000 LF | 1.00000 350.00| 4.24000 1484.00| 2.94000 1029.00 TEMP. SILT FENCE | | | 0170 51955 LUMP| 30000.00000 30000.00| 39100.00000 39100.00| 35231.76000 35231.76 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0180 54075 400.000 LF | 5.00000 2000.00| 2.57000 1028.00| 1.10000 440.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0190 54079 696.000 LF | 9.00000 6264.00| 8.75000 6090.00| 1.47000 1023.12 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0200 54105 1096.000 LF | 1.10000 1205.60| 1.05000 1150.80| 2.20000 2411.20 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0210 54242 100.000 EA | 9.00000 900.00| 9.00000 900.00| 8.81000 881.00 TEMP. PAVE. MARKER 2 WAY | | | 0220 54466 500.000 LF | 4.00000 2000.00| 2.46000 1230.00| 2.94000 1470.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0230 54512 350.000 LF | 1.75000 612.50| 1.76000 616.00| 2.94000 1029.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0240 54516 200.000 LF | 3.00000 600.00| 2.74000 548.00| 7.34000 1468.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 0250 54524 24.000 LF | 8.50000 204.00| 7.92000 190.08| 11.01000 264.24 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 0260 68090 461.000 SY | 14.00000 6454.00| 5.92000 2729.12| 10.28000 4739.08 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K63 -3 TABULATION OF BIDS CALL ORDER : K63 CONTRACT ID : C00089301B33 COUNTIES : SPOTSYLVANIA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) L026 |( 3 ) I943 |MCCLAIN & CO., INC. |D. W. LYLE CORPORATION |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 68317 461.000 SY | 30.00000 13830.00| 34.97000 16121.17| 9.17000 4227.37 NS MILLING MILLING TYPE A MILLING (1/2" | | | 0280 68322 39.000 SY | 392.00000 15288.00| 349.38000 13625.82| 1009.24000 39360.36 TYPE B PATCHING (HES) | | | 0290 68332 8.000 SY | 675.00000 5400.00| 896.26000 7170.08| 1559.74000 12477.92 TYPE C PATCHING (HES) | | | 0300 68400 146.000 SY | 105.00000 15330.00| 53.81000 7856.26| 55.05000 8037.30 WATERPROOFING | | | 0310 68570 207.000 LF | 32.00000 6624.00| 59.73000 12364.11| 29.36000 6077.52 EXPANSION JOINT REMOVAL | | | 0320 68573 76.000 LF | 175.00000 13300.00| 262.19000 19926.44| 367.00000 27892.00 EXPANSION JOINT RECONSTRUCTION (HES) | | | 0330 68574 43.000 LF | 30.00000 1290.00| 74.36000 3197.48| 58.72000 2524.96 CLEAN AND RESEAL EXPANSION JOINT | | | 0340 68579 80.000 LF | 250.00000 20000.00| 711.53000 56922.40| 587.20000 46976.00 BACK WALL RECONSTRUCTION (HES) | | | 0350 68600 10.000 SY | 1100.00000 11000.00| 1124.54000 11245.40| 954.19000 9541.90 CONCRETE SUPERSTRUCT. SURFACE REPAIR | | | 0360 68910 583.000 SY | 90.00000 52470.00| 145.29000 84704.07| 183.50000 106980.50 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX H.C. CONC. (HES) (1 | | | 1/4"-1 3/4") | | | 0370 69500 7.000 SY | 1100.00000 7700.00| 1827.79000 12794.53| 1100.99000 7706.93 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 311,720.85| $ 441,524.17| $ 486,481.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,720.85| $ 441,524.17| $ 486,481.39 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -1 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 09/03/13 COMPLETION DATE PROJECT(S) : (NFO)0460-148-101,B601 FED # STP-092-1(042) (NFO)0460-148-101,C501 FED # STP-092-1(042) CONTRACT DESCRIPTION: BRIDGE OVER CLINCH RIVER AND APPROACHES FROM: RTE. 460 W. BYPASS TO: 0.128 MI. E. RTE. 460 W. BYPASS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D172 DLB, INC. $ 3,129,038.25 100.0000% 2 V004 VECELLIO & GROGAN, INC. $ 3,428,862.70 109.5820% 3 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 3,499,012.40 111.8239% 4 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 3,880,224.82 124.0069% 5 K065 KEN CONSTRUCTION CO., INC. $ 5,160,083.00 164.9096% ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, 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| 180000.00000 180000.00| 170000.00000 170000.00| 210000.00000 210000.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 7300.00000 7300.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 27036.00000 27036.00| 12000.00000 12000.00| 65000.00000 65000.00 CLEARING AND GRUBBING | | | 0040 00120 868.000 CY | 14.85000 12889.80| 13.50000 11718.00| 29.00000 25172.00 REGULAR EXCAVATION | | | 0050 00124 5.000 CY | 610.50000 3052.50| 63.00000 315.00| 180.00000 900.00 ROCK EXCAVATION | | | 0060 00140 1574.000 CY | 14.45000 22744.30| 20.50000 32267.00| 21.00000 33054.00 BORROW EXCAVATION | | | 0070 00505 20.000 TON | 49.20000 984.00| 28.50000 570.00| 25.00000 500.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -2 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00525 7.000 CY | 700.00000 4900.00| 1060.00000 7420.00| 660.00000 4620.00 CONCRETE CLASS A3 MISC. | | | 0090 00529 12.000 CY | 243.40000 2920.80| 175.00000 2100.00| 280.00000 3360.00 FLOWABLE BACKFILL | | | 0100 00700 177.000 LF | 22.20000 3929.40| 27.00000 4779.00| 10.00000 1770.00 POST INSTALLATION INSPECTION | | | 0110 01242 60.000 LF | 78.90000 4734.00| 89.00000 5340.00| 78.00000 4680.00 24" CONC. PIPE | | | 0120 01246 98.000 LF | 65.65000 6433.70| 62.50000 6125.00| 59.00000 5782.00 STORM SEWER PIPE 24" | | | 0130 01306 19.000 LF | 98.30000 1867.70| 93.00000 1767.00| 95.00000 1805.00 STORM SEWER PIPE 30" | | | 0140 02090 290.000 LF | 32.70000 9483.00| 49.00000 14210.00| 48.00000 13920.00 NS PIPE PIPE 24" PIPE (TEMP.) | | | 0150 06818 1.000 EA | 3430.70000 3430.70| 2600.00000 2600.00| 3500.00000 3500.00 DROP INLET DI-3B,L=6' | | | 0160 09056 6.800 LF | 488.50000 3321.80| 450.00000 3060.00| 490.00000 3332.00 MANHOLE MH-1 OR 2 | | | 0170 09057 1.000 EA | 610.00000 610.00| 515.00000 515.00| 400.00000 400.00 FRAME & COVER MH-1 | | | 0180 09150 36.000 TON | 75.00000 2700.00| 36.25000 1305.00| 23.00000 828.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0190 09185 68.000 SY | 54.75000 3723.00| 92.00000 6256.00| 130.00000 8840.00 PAVED DITCH PG-2A | | | 0200 09250 3.000 EA | 562.00000 1686.00| 1100.00000 3300.00| 1000.00000 3000.00 SLOPE DRAIN | | | 0210 10065 825.000 TON | 22.50000 18562.50| 25.25000 20831.25| 18.00000 14850.00 AGGR. MATL. NO. 1 | | | 0220 10128 1186.000 TON | 24.30000 28819.80| 24.00000 28464.00| 23.00000 27278.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0230 10608 796.000 TON | 162.00000 128952.00| 160.00000 127360.00| 160.00000 127360.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0240 10628 7926.000 SY | 4.60000 36459.60| 4.50000 35667.00| 4.80000 38044.80 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0250 10643 490.000 TON | 127.70000 62573.00| 127.00000 62230.00| 130.00000 63700.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0260 12600 224.000 LF | 26.75000 5992.00| 41.00000 9184.00| 35.00000 7840.00 STD. COMB. CURB & GUTTER CG-6 | | | 0270 13108 4.000 SY | 342.20000 1368.80| 475.00000 1900.00| 290.00000 1160.00 CG-12 DETECTABLE WARNING SURFACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -3 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 13114 48.000 SY | 71.00000 3408.00| 98.00000 4704.00| 160.00000 7680.00 ENTRANCE GUTTER CG-13 | | | 0290 13220 109.000 SY | 36.20000 3945.80| 54.00000 5886.00| 78.00000 8502.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0300 13222 6.000 SY | 48.00000 288.00| 135.00000 810.00| 170.00000 1020.00 HYDRAULIC CEMENT CONC. SIDEWALK 7" | | | 0310 13320 413.000 LF | 28.00000 11564.00| 28.00000 11564.00| 28.00000 11564.00 GUARDRAIL GR-2 | | | 0320 13331 137.500 LF | 33.30000 4578.75| 33.50000 4606.25| 33.00000 4537.50 RAD. GUARDRAIL GR-2 | | | 0330 13345 1.000 EA | 3330.00000 3330.00| 3350.00000 3350.00| 3300.00000 3300.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0340 13383 1.000 EA | 3610.00000 3610.00| 3650.00000 3650.00| 5300.00000 5300.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0350 13495 750.000 LF | 25.00000 18750.00| 34.00000 25500.00| 52.00000 39000.00 TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0360 24152 2.000 EA | 490.00000 980.00| 275.00000 550.00| 260.00000 520.00 TYPE III BARRICADE 8' | | | 0370 24160 300.000 SF | 17.00000 5100.00| 22.00000 6600.00| 17.00000 5100.00 CONSTRUCTION SIGNS | | | 0380 24272 350.000 HR | 18.40000 6440.00| 37.50000 13125.00| 28.00000 9800.00 TRUCK MOUNTED ATTENUATOR | | | 0390 24278 24000.000 DAY | 0.35000 8400.00| 0.35000 8400.00| 0.28000 6720.00 GROUP 2 CHANNELIZING DEVICES | | | 0400 24279 840.000 HR | 7.60000 6384.00| 18.25000 15330.00| 17.00000 14280.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0410 24281 350.000 HR | 4.85000 1697.50| 16.75000 5862.50| 11.00000 3850.00 ELECTRONIC ARROW | | | 0420 24282 1500.000 HR | 16.50000 24750.00| 20.00000 30000.00| 28.00000 42000.00 FLAGGER SERVICE | | | 0430 24297 600.000 LF | 16.00000 9600.00| 42.00000 25200.00| 23.00000 13800.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0440 24430 189.000 SY | 6.00000 1134.00| 5.00000 945.00| 4.40000 831.60 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0450 24600 532.000 LF | 5.30000 2819.60| 5.50000 2926.00| 5.60000 2979.20 REMOVE EXISTING GUARDRAIL | | | 0460 25506 20.000 MO | 1450.00000 29000.00| 2300.00000 46000.00| 890.00000 17800.00 FIELD OFFICE TY.II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -4 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 26127 1646.000 TON | 28.25000 46499.50| 28.25000 46499.50| 25.00000 41150.00 DRY RIPRAP CL.I 26" | | | 0480 27102 107.000 LB | 16.75000 1792.25| 16.50000 1765.50| 17.00000 1819.00 REGULAR SEED | | | 0490 27103 33.000 LB | 13.40000 442.20| 13.00000 429.00| 13.00000 429.00 OVERSEEDING | | | 0500 27104 5.000 LB | 23.40000 117.00| 23.00000 115.00| 23.00000 115.00 LEGUME SEED | | | 0510 27105 3.000 LB | 22.20000 66.60| 22.00000 66.00| 22.00000 66.00 LEGUME OVERSEEDING | | | 0520 27210 0.100 TON | 1665.00000 166.50| 1650.00000 165.00| 1700.00000 170.00 FERTILIZER(10-20-10) | | | 0530 27250 1.000 TON | 122.10000 122.10| 120.00000 120.00| 120.00000 120.00 LIME | | | 0540 27415 2.000 EA | 302.00000 604.00| 170.00000 340.00| 360.00000 720.00 CHECK DAM(ROCK) TY. II | | | 0550 27422 2.000 EA | 2610.00000 5220.00| 3000.00000 6000.00| 850.00000 1700.00 DEWATERING BASIN | | | 0560 27430 125.000 CY | 7.50000 937.50| 3.00000 375.00| 9.80000 1225.00 SILTATION CONTROL EXCAVATION | | | 0570 27451 1.000 EA | 410.00000 410.00| 450.00000 450.00| 210.00000 210.00 INLET PROTECTION TYPE A | | | 0580 27461 1.000 EA | 385.00000 385.00| 390.00000 390.00| 320.00000 320.00 INLET PROTECTION TYPE B | | | 0590 27505 810.000 LF | 2.50000 2025.00| 2.25000 1822.50| 2.70000 2187.00 TEMP. SILT FENCE | | | 0600 27545 837.000 CY | 12.00000 10044.00| 9.25000 7742.25| 13.00000 10881.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 0610 27564 9.000 LF | 513.00000 4617.00| 515.00000 4635.00| 1100.00000 9900.00 STORM WATER MANAGEMENT RISER PIPE 48" | | | 0620 51030 1.000 EA | 21100.00000 21100.00| 21500.00000 21500.00| 21000.00000 21000.00 CONTROLLER | | | 0630 51184 21.000 EA | 255.00000 5355.00| 260.00000 5460.00| 250.00000 5250.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0640 51238 12.000 CY | 833.00000 9996.00| 850.00000 10200.00| 830.00000 9960.00 CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 0650 51245 2.000 EA | 2220.00000 4440.00| 2270.00000 4540.00| 2200.00000 4400.00 CONCRETE FOUND. CF-1 | | | 0660 51425 1.000 EA | 16400.00000 16400.00| 16700.00000 16700.00| 16000.00000 16000.00 NS SIGNAL POLE SIGNAL POLE MP-1 COMB. | | | LUMIN. ONE ARM 60' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -5 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 51425 1.000 EA | 21000.00000 21000.00| 21250.00000 21250.00| 21000.00000 21000.00 NS SIGNAL POLE SIGNAL POLE MP-1 COMB. | | | LUMIN. TWO ARM 40' & 60' | | | 0680 51425 2.000 EA | 500.00000 1000.00| 510.00000 1020.00| 500.00000 1000.00 NS SIGNAL POLE SIGNAL POLE REMOVE | | | EXISTING SIGNALPOLE | | | 0690 51602 2150.000 LF | 2.00000 4300.00| 2.05000 4407.50| 2.00000 4300.00 14/4 CONDUCTOR CABLE | | | 0700 51607 385.000 LF | 2.45000 943.25| 2.50000 962.50| 2.40000 924.00 14/7 CONDUCTOR CABLE | | | 0710 51614 725.000 LF | 1.80000 1305.00| 1.85000 1341.25| 1.80000 1305.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | 0720 51614 500.000 LF | 1.70000 850.00| 1.70000 850.00| 1.70000 850.00 NS CONDUCTOR CABLE CONDUCTOR CABLE 8/1 | | | 0730 51840 7.000 EA | 245.00000 1715.00| 250.00000 1750.00| 240.00000 1680.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SM-3 | | | ONE WAY (IN-LINE) | | | 0740 51840 9.000 EA | 195.00000 1755.00| 200.00000 1800.00| 190.00000 1710.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SMD- | | | 0750 51951 2.000 EA | 1110.00000 2220.00| 1130.00000 2260.00| 1100.00000 2200.00 INSTALL SIGN | | | 0760 52002 3.000 EA | 6660.00000 19980.00| 6800.00000 20400.00| 6700.00000 20100.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA, TYPE II | | | 0770 52002 1.000 EA | 4460.00000 4460.00| 4550.00000 4550.00| 4500.00000 4500.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ELECTRIC SERVICE | | | SE-8 MOD. | | | 0780 52002 3.000 EA | 985.00000 2955.00| 1000.00000 3000.00| 990.00000 2970.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINARE ARM 18' | | | 0790 52002 1.000 EA | 890.00000 890.00| 900.00000 900.00| 890.00000 890.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINARE ARM 6' | | | 0800 52002 1.000 EA | 316.00000 316.00| 320.00000 320.00| 320.00000 320.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EX. CONTROLLER | | | CABINET | | | 0810 52002 3.000 EA | 760.00000 2280.00| 775.00000 2325.00| 760.00000 2280.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EX. FOUNDATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -6 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 52002 7.000 EA | 145.00000 1015.00| 145.00000 1015.00| 140.00000 980.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EX. SIGNAL HEAD | | | 0830 52002 6.000 EA | 270.00000 1620.00| 275.00000 1650.00| 270.00000 1620.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNITER. POWER SUPPLY | | | BATTERY | | | 0840 52002 1.000 EA | 1090.00000 1090.00| 1100.00000 1100.00| 1100.00000 1100.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNITER. POWER SUPPLY | | | CABINET | | | 0850 52002 1.000 EA | 5550.00000 5550.00| 5700.00000 5700.00| 5600.00000 5600.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNITERRUPTIBLE POWER | | | SUPPLY | | | 0860 52002 3.000 EA | 5550.00000 16650.00| 5700.00000 17100.00| 5600.00000 16800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION TY. II | | | 0870 54032 7000.000 LF | 1.95000 13650.00| 0.85000 5950.00| 0.83000 5810.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0880 54042 500.000 LF | 23.90000 11950.00| 14.00000 7000.00| 13.00000 6500.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0890 54105 1000.000 LF | 2.55000 2550.00| 1.15000 1150.00| 1.20000 1200.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0900 54217 50.000 EA | 72.15000 3607.50| 30.00000 1500.00| 140.00000 7000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0910 54240 50.000 EA | 12.20000 610.00| 3.25000 162.50| 3.30000 165.00 TEMP. PAVE. MARKER 1 WAY | | | 0920 54300 4.000 EA | 366.25000 1465.00| 175.00000 700.00| 180.00000 720.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0930 54310 1.000 EA | 733.00000 733.00| 360.00000 360.00| 360.00000 360.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0940 54510 50000.000 LF | 1.62000 81000.00| 1.15000 57500.00| 1.20000 60000.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0950 54514 550.000 LF | 3.30000 1815.00| 2.30000 1265.00| 2.30000 1265.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0960 54522 65.000 LF | 17.20000 1118.00| 8.25000 536.25| 8.30000 539.50 CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -7 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 55060 400.000 LF | 2.12000 848.00| 2.15000 860.00| 2.10000 840.00 6 CONDUCTOR CABLE | | | 0980 55080 2100.000 LF | 1.75000 3675.00| 1.75000 3675.00| 1.70000 3570.00 8 CONDUCTOR CABLE | | | 0990 55140 3.000 EA | 833.00000 2499.00| 850.00000 2550.00| 830.00000 2490.00 CONCRETE FOUNDATION LF-1 TY. A | | | 1000 55502 3.000 EA | 610.50000 1831.50| 625.00000 1875.00| 610.00000 1830.00 LUMINAIRE 250 WATT H.P.S. | | | 1010 55586 2.000 EA | 816.00000 1632.00| 835.00000 1670.00| 820.00000 1640.00 JUNCTION BOX JB-S1 | | | 1020 55587 7.000 EA | 890.00000 6230.00| 900.00000 6300.00| 890.00000 6230.00 JUNCTION BOX JB-S2 | | | 1030 55588 1.000 EA | 1170.00000 1170.00| 1200.00000 1200.00| 1200.00000 1200.00 JUNCTION BOX JB-S3 | | | 1040 56014 7.000 EA | 134.00000 938.00| 135.00000 945.00| 130.00000 910.00 ELECT. SER. GRD. ELECTRODE(10') | | | 1050 56021 50.000 LF | 8.90000 445.00| 9.00000 450.00| 8.90000 445.00 1" PVC CONDUIT | | | 1060 56026 40.000 LF | 10.00000 400.00| 10.00000 400.00| 10.00000 400.00 1 1/4" METAL CONDUIT | | | 1070 56030 235.000 LF | 5.60000 1316.00| 5.75000 1351.25| 5.60000 1316.00 2" CONDUIT | | | 1080 56034 350.000 LF | 5.90000 2065.00| 6.00000 2100.00| 5.80000 2030.00 3" CONDUIT | | | 1090 56050 75.000 LF | 22.50000 1687.50| 22.50000 1687.50| 22.00000 1650.00 BORED CONDUIT 2" | | | 1100 56051 600.000 LF | 27.75000 16650.00| 28.00000 16800.00| 28.00000 16800.00 BORED CONDUIT 3" | | | 1110 56200 360.000 LF | 7.25000 2610.00| 7.50000 2700.00| 7.20000 2592.00 TRENCH EXCAVATION ECI-1 | | | 1120 56205 2.000 EA | 2220.00000 4440.00| 2250.00000 4500.00| 2200.00000 4400.00 TEST BORE | | | 1130 60404 379.700 CY | 450.00000 170865.00| 800.00000 303760.00| 670.00000 254399.00 CONCRETE CLASS A4 | | | 1140 60450 122.000 CY | 340.00000 41480.00| 405.00000 49410.00| 330.00000 40260.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 1150 60452 19780.000 LB | 1.00000 19780.00| 1.05000 20769.00| 1.40000 27692.00 REINF. STEEL BRIDGE APPR. SLAB | | | 1160 60490 1069.000 SY | 3.70000 3955.30| 9.50000 10155.50| 5.40000 5772.60 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -8 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 61701 89310.000 LB | 2.00000 178620.00| 2.00000 178620.00| 1.70000 151827.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 1180 61812 280900.000 LS | 495500.00000 495500.00| 447000.00000 447000.00| 515000.00000 515000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 1190 62045 249.000 LF | 187.00000 46563.00| 205.00000 51045.00| 180.00000 44820.00 RAILING, BR27D 2 RAILS | | | 1200 62046 249.000 LF | 246.00000 61254.00| 255.00000 63495.00| 200.00000 49800.00 RAILING, BR27D 3 RAILS | | | 1210 62536 LUMP| 110500.00000 110500.00| 265000.00000 265000.00| 170000.00000 170000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE TEMP PED BRIDGES AND | | | APPR. - PH 1&2 | | | 1220 62536 LUMP| 98000.00000 98000.00| 90000.00000 90000.00| 98000.00000 98000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE TEMPORARY STRINGER | | | 1230 64005 2474.000 TON | 20.00000 49480.00| 16.50000 40821.00| 32.00000 79168.00 SELECT MATL. TY. I MIN. CBR-30 | | | 1240 64011 829.000 CY | 16.00000 13264.00| 77.00000 63833.00| 91.00000 75439.00 STRUCTURE EXCAVATION | | | 1250 64102 2.000 EA | 5800.00000 11600.00| 2200.00000 4400.00| 2800.00000 5600.00 DYNAMIC PILE TEST (END BEARING PILES) | | | 1260 64112 671.000 LF | 44.00000 29524.00| 47.00000 31537.00| 50.00000 33550.00 STEEL PILES 12" | | | 1270 64765 44.000 EA | 100.00000 4400.00| 120.00000 5280.00| 97.00000 4268.00 PILE POINT FOR 12" STEEL PILE | | | 1280 65013 458.300 CY | 380.00000 174154.00| 445.00000 203943.50| 340.00000 155822.00 CONCRETE CLASS A3 | | | 1290 65200 27070.000 LB | 1.20000 32484.00| 1.00000 27070.00| 1.30000 35191.00 REINF. STEEL | | | 1300 65201 3840.000 LB | 2.20000 8448.00| 1.80000 6912.00| 2.10000 8064.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 1310 66127 1035.000 TON | 26.00000 26910.00| 28.00000 28980.00| 40.00000 41400.00 DRY RIPRAP CL.I 26" | | | 1320 66926 30.000 SY | 230.00000 6900.00| 150.00000 4500.00| 97.00000 2910.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 14" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K66 -9 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00082755C01 COUNTIES : RICHLANDS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) D172 |( 2 ) V004 |( 3 ) O017 |DLB, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 67904 LUMP| 9300.00000 9300.00| 4000.00000 4000.00| 2600.00000 2600.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS GAS LINE SLEEVES | | | 1340 67904 LUMP| 50000.00000 50000.00| 105000.00000 105000.00| 91000.00000 91000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY WORKBRIDGE A | | | 1350 67904 LUMP| 50000.00000 50000.00| 70000.00000 70000.00| 30000.00000 30000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS TEMPORARY WORKBRIDGE B | | | 1360 68900 LUMP| 120000.00000 120000.00| 80000.00000 80000.00| 234000.00000 234000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1801 | | | 1370 69620 2.000 EA | 13200.00000 26400.00| 18000.00000 36000.00| 35000.00000 70000.00 COFFERDAM | | | 1380 69906 LUMP| 14700.00000 14700.00| 42000.00000 42000.00| 4800.00000 4800.00 NS SUBSTR. WID./REPAIR SUBSTR. WID. | | | /REPAIR EXIST. THREE PIERS STR. NO. | | | 1801 | | | 1390 70000 LUMP| 50000.00000 50000.00| 2750.00000 2750.00| 6700.00000 6700.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-7 | | | 1400 70000 LUMP| 700.00000 700.00| 2000.00000 2000.00| 460.00000 460.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 004, D-701 | | | 1410 70000 LUMP| 700.00000 700.00| 2000.00000 2000.00| 430.00000 430.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PAR. | | | 005, D-702 | | | 1420 70005 LUMP| 50000.00000 50000.00| 17000.00000 17000.00| 21000.00000 21000.00 NS DEMOLITION WITH ACM DEMOLITION WITH | | | ACM PAR. 004, D-6 | | | 1430 70112 146.000 SF | 4.75000 693.50| 4.70000 686.20| 4.70000 686.20 CAT II NF ACM | | | 1440 70113 400.000 LF | 8.35000 3340.00| 8.50000 3400.00| 8.30000 3320.00 CAT II NF ACM | | | 1450 70200 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 4500.00000 4500.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 | | | 1460 70200 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 2300.00000 2300.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 005 | | | SECTION TOTALS | $ 3,129,038.25| $ 3,428,862.70| $ 3,499,012.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,129,038.25| $ 3,428,862.70| $ 3,499,012.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K67 -1 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00095824B23 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/14/12 COMPLETION DATE PROJECT(S) : (NFO)BRDG-118-206, B623 FED # BR-BR03(295) CONTRACT DESCRIPTION: PROPOSED REHABILITATION OF BRIDGE ON RTE. 128 WBL 0.29 MI. W. INT. RTE. 460 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 2,423,836.33 100.0000% 2 D172 DLB, INC. $ 3,137,004.85 129.4231% ==================================================================================================================================== |( 1 ) E008 |( 2 ) D172 |( ) |ENGLISH CONSTRUCTION COMPAN |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| 140000.00000 140000.00| 185000.00000 185000.00| MOBILIZATION | | | 0020 00101 LUMP| 5500.00000 5500.00| 50000.00000 50000.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00120 160.000 CY | 70.00000 11200.00| 25.00000 4000.00| REGULAR EXCAVATION | | | 0040 00140 38.000 CY | 70.00000 2660.00| 55.00000 2090.00| BORROW EXCAVATION | | | 0050 09150 12.000 TON | 65.00000 780.00| 60.00000 720.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0060 09246 13.000 SY | 130.00000 1690.00| 110.00000 1430.00| NS PAVED DITCH PAVED DITCH MOD. STD. | | | PG-5 (D=1', W=3', THICK=4") | | | 0070 10103 50.000 TON | 40.00000 2000.00| 25.00000 1250.00| AGGR. MATL. NO. 25 OR 26 | | | 0080 10128 112.000 TON | 75.00000 8400.00| 26.00000 2912.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0090 10628 294.000 SY | 17.00000 4998.00| 14.00000 4116.00| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K67 -2 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00095824B23 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) D172 |( ) |ENGLISH CONSTRUCTION COMPAN |DLB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10636 64.000 TON | 160.00000 10240.00| 125.00000 8000.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0110 10642 131.000 TON | 130.00000 17030.00| 102.00000 13362.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0120 12020 20.000 LF | 45.00000 900.00| 53.00000 1060.00| STD. CURB CG-2 | | | 0130 12600 98.000 LF | 40.00000 3920.00| 36.00000 3528.00| STD. COMB. CURB & GUTTER CG-6 | | | 0140 12610 71.000 LF | 40.00000 2840.00| 56.00000 3976.00| RADIAL COMB. CURB & GUTTER CG-6 | | | 0150 13320 420.000 LF | 22.00000 9240.00| 22.00000 9240.00| GUARDRAIL GR-2 | | | 0160 13331 130.000 LF | 22.00000 2860.00| 23.00000 2990.00| RAD. GUARDRAIL GR-2 | | | 0170 13333 93.000 LF | 28.00000 2604.00| 29.00000 2697.00| RAD. GUARDRAIL GR-2A | | | 0180 13345 1.000 EA | 3800.00000 3800.00| 2720.00000 2720.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13383 2.000 EA | 2200.00000 4400.00| 2265.00000 4530.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0200 13384 2.000 EA | 700.00000 1400.00| 680.00000 1360.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0210 13392 1.000 EA | 2200.00000 2200.00| 2263.00000 2263.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0220 13393 1.000 EA | 700.00000 700.00| 680.00000 680.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0230 13611 1.000 EA | 18000.00000 18000.00| 9900.00000 9900.00| IMPACT ATTENUATOR SERVICE TYPE I | | | 0240 16370 12.000 TON | 200.00000 2400.00| 156.00000 1872.00| ASPHALT CONCRETE TY. IM-19.0D | | | 0250 24100 50.000 HR | 80.00000 4000.00| 78.00000 3900.00| ALLAYING DUST | | | 0260 24152 3.000 EA | 600.00000 1800.00| 495.00000 1485.00| TYPE III BARRICADE 8' | | | 0270 24160 820.000 SF | 22.00000 18040.00| 17.60000 14432.00| CONSTRUCTION SIGNS | | | 0280 24272 120.000 HR | 15.00000 1800.00| 20.00000 2400.00| TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K67 -3 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00095824B23 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) D172 |( ) |ENGLISH CONSTRUCTION COMPAN |DLB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 24278 25737.000 DAY | 0.83000 21361.71| 0.35000 9007.95| GROUP 2 CHANNELIZING DEVICES | | | 0300 24279 26952.000 HR | 4.78000 128830.56| 6.00000 161712.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0310 24281 17520.000 HR | 2.41000 42223.20| 1.10000 19272.00| ELECTRONIC ARROW | | | 0320 24410 145.000 SY | 40.00000 5800.00| 17.00000 2465.00| DEMOLITION OF PAVEMENT | | | 0330 24600 687.000 LF | 3.00000 2061.00| 11.00000 7557.00| REMOVE EXISTING GUARDRAIL | | | 0340 27102 85.000 LB | 33.00000 2805.00| 35.00000 2975.00| REGULAR SEED | | | 0350 27103 55.000 LB | 7.00000 385.00| 7.00000 385.00| OVERSEEDING | | | 0360 27104 11.000 LB | 30.00000 330.00| 32.00000 352.00| LEGUME SEED | | | 0370 27105 7.000 LB | 25.00000 175.00| 25.00000 175.00| LEGUME OVERSEEDING | | | 0380 27215 1.000 TON | 1700.00000 1700.00| 1700.00000 1700.00| FERTILIZER(15-30-15) | | | 0390 27250 1.000 TON | 350.00000 350.00| 340.00000 340.00| LIME | | | 0400 27415 6.000 EA | 400.00000 2400.00| 300.00000 1800.00| CHECK DAM(ROCK) TY. II | | | 0410 27430 88.000 CY | 70.00000 6160.00| 30.00000 2640.00| SILTATION CONTROL EXCAVATION | | | 0420 27451 1.000 EA | 400.00000 400.00| 910.00000 910.00| INLET PROTECTION TYPE A | | | 0430 27505 498.000 LF | 3.57000 1777.86| 3.20000 1593.60| TEMP. SILT FENCE | | | 0440 27506 20.000 LF | 14.62000 292.40| 2.80000 56.00| TEMP. FILTER BARRIER | | | 0450 40121 39.000 LF | 650.00000 25350.00| 250.00000 9750.00| 12" DI WATER MAIN | | | 0460 54049 2100.000 LF | 1.38000 2898.00| 4.60000 9660.00| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0470 54075 70.000 LF | 7.00000 490.00| 5.70000 399.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0480 54077 265.000 LF | 9.14000 2422.10| 11.40000 3021.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K67 -4 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00095824B23 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) D172 |( ) |ENGLISH CONSTRUCTION COMPAN |DLB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 54105 1849.000 LF | 1.56000 2884.44| 2.30000 4252.70| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0500 54240 70.000 EA | 10.48000 733.60| 11.40000 798.00| TEMP. PAVE. MARKER 1 WAY | | | 0510 54300 4.000 EA | 200.00000 800.00| 227.00000 908.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0520 54402 1.000 EA | 200.00000 200.00| 227.00000 227.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING (LEFT TUN) | | | 0530 54424 4.000 EA | 200.00000 800.00| 227.00000 908.00| CONSTR. P.M. TY. D ELONG. ARROW | | | 0540 54510 1813.000 LF | 1.58000 2864.54| 3.40000 6164.20| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 0550 54514 1068.000 LF | 2.34000 2499.12| 6.80000 7262.40| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0560 68024 530.000 LF | 245.00000 129850.00| 219.00000 116070.00| RAILING, BR27C 1 RAIL | | | 0570 68042 258.700 CY | 1130.00000 292331.00| 760.00000 196612.00| NS CONCRETE CONCRETE CLASS A4 | | | (LIGHTWEIGHT) | | | 0580 68090 1060.000 SY | 8.22000 8713.20| 3.50000 3710.00| BRIDGE DECK GROOVING | | | 0590 68101 81660.000 LB | 2.37000 193534.20| 2.00000 163320.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0600 68113 50540.000 LS | 330000.00000 330000.00| 214000.00000 214000.00| STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 0610 68160 40.000 EA | 1100.00000 44000.00| 3200.00000 128000.00| BEARING PADS REPLACEMENT | | | 0620 68166 80.000 EA | 250.00000 20000.00| 581.00000 46480.00| ANCHOR BOLT REPLACEMENT | | | 0630 68590 12.000 EA | 1100.00000 13200.00| 5700.00000 68400.00| JACKING AND BLOCKING | | | 0640 68762 800.000 LF | 42.00000 33600.00| 76.00000 60800.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | PAR. | | | 0650 68900 LUMP| 210000.00000 210000.00| 500000.00000 500000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. (STR. #1814) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K67 -5 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00095824B23 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) D172 |( ) |ENGLISH CONSTRUCTION COMPAN |DLB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 68904 3.000 EA | 3300.00000 9900.00| 3000.00000 9000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR 16" DIA. WATERLINE SUPPORTS | | | 0670 68904 2.000 EA | 1300.00000 2600.00| 3500.00000 7000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR REPAIR CRACKS IN STRUCTURAL | | | STEEL | | | 0680 68908 LUMP| 25000.00000 25000.00| 100000.00000 100000.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR 12" DIA. WATERLINE SUPPORT | | | SYSTEM | | | 0690 69009 23.000 CY | 60.00000 1380.00| 91.00000 2093.00| POROUS BACKFILL | | | 0700 69010 92.000 LF | 10.00000 920.00| 31.00000 2852.00| PIPE UNDERDRAIN 6" | | | 0710 69011 20.000 CY | 250.00000 5000.00| 215.00000 4300.00| STRUCTURE EXCAVATION | | | 0720 69012 230.000 SF | 125.00000 28750.00| 171.00000 39330.00| TEMPORARY SHEET PILING | | | 0730 69040 25.200 CY | 1500.00000 37800.00| 2240.00000 56448.00| CONCRETE CLASS A4 | | | 0740 69074 208.000 SF | 210.00000 43680.00| 150.00000 31200.00| SHOTCRETE, CLASS A | | | 0750 69101 9760.000 LB | 3.19000 31134.40| 4.10000 40016.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0760 69491 30.000 LF | 200.00000 6000.00| 650.00000 19500.00| CRACK REPAIRS (PIERS) | | | 0770 69492 20.000 LF | 200.00000 4000.00| 540.00000 10800.00| CRACK REPAIRS(ABUT.) | | | 0780 69805 52.000 SY | 162.00000 8424.00| 330.00000 17160.00| WATERPROOFING | | | 0790 69901 111.000 LF | 2100.00000 233100.00| 1500.00000 166500.00| NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR ENCASE CAP | | | 0800 69901 68.000 LF | 900.00000 61200.00| 1700.00000 115600.00| NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR ENCASE STEM | | | 0810 69902 987.000 SF | 52.00000 51324.00| 30.00000 29610.00| NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR SURFACE PREPARATION CLASS IV| | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K67 -6 TABULATION OF BIDS CALL ORDER : K67 CONTRACT ID : C00095824B23 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) E008 |( 2 ) D172 |( ) |ENGLISH CONSTRUCTION COMPAN |DLB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 69905 2.000 EA | 21000.00000 42000.00| 120000.00000 240000.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR TEMPORARY BENT PIER 2 | | | 0830 69905 2.000 EA | 6000.00000 12000.00| 75000.00000 150000.00| NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR TEMPORARY BENT PIER 3 | | | SECTION TOTALS | $ 2,423,836.33| $ 3,137,004.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,423,836.33| $ 3,137,004.85| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K68 -1 TABULATION OF BIDS CALL ORDER : K68 CONTRACT ID : C00101699N01 COUNTIES : STAUNTON LETTING DATE : 01/25/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 09/01/13 COMPLETION DATE PROJECT(S) : (FO)GR01-968-124, N-501 FED # HSIP-TS08(239) CONTRACT DESCRIPTION: DISTRICT WIDE GUARDRAIL UPGRADES VARIOUS LOCATIONS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M004 MAKCO, INCORPORATED $ 5,455,344.70 100.0000% 2 R976 RMD HOLDINGS, LTD. $ 5,572,489.05 102.1473% 3 B1091 BULLINGTON CONSTRUCTION, INC. $ 5,822,140.80 106.7236% 4 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 6,367,744.92 116.7249% 5 C611 J. FLETCHER CREAMER & SON, INC. $ 6,621,911.00 121.3839% ==================================================================================================================================== |( 1 ) M004 |( 2 ) R976 |( 3 ) B1091 |MAKCO, INCORPORATED |RMD HOLDINGS, LTD. |BULLINGTON 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 10607 8933.000 TON | 140.00000 1250620.00| 168.00000 1500744.00| 168.00000 1500744.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0020 13310 964.000 LF | 60.00000 57840.00| 64.00000 61696.00| 125.00000 120500.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0030 13315 185.000 EA | 600.00000 111000.00| 660.50000 122192.50| 500.00000 92500.00 GUARDRAIL TERMINAL GR-11 | | | 0040 13320 181376.000 LF | 16.20000 2938291.20| 14.80000 2684364.80| 15.75000 2856672.00 GUARDRAIL GR-2 | | | 0050 13323 1625.000 LF | 20.00000 32500.00| 21.25000 34531.25| 23.00000 37375.00 GUARDRAIL GR-2A | | | 0060 13331 625.000 LF | 17.50000 10937.50| 18.30000 11437.50| 24.00000 15000.00 RAD. GUARDRAIL GR-2 | | | 0070 13345 219.000 EA | 2000.00000 438000.00| 2104.00000 460776.00| 2100.00000 459900.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13349 210.000 EA | 400.00000 84000.00| 118.00000 24780.00| 1250.00000 262500.00 GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K68 -2 TABULATION OF BIDS CALL ORDER : K68 CONTRACT ID : C00101699N01 COUNTIES : STAUNTON LETTING DATE : 01/25/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) R976 |( 3 ) B1091 |MAKCO, INCORPORATED |RMD HOLDINGS, LTD. |BULLINGTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13355 288.000 LF | 25.00000 7200.00| 30.30000 8726.40| 85.00000 24480.00 GUARDRAIL GR-10 | | | 0100 13375 200.000 LF | 60.00000 12000.00| 86.60000 17320.00| 150.00000 30000.00 RAILING, TEXAS T-6 | | | 0110 13383 38.000 EA | 2000.00000 76000.00| 1965.00000 74670.00| 2040.00000 77520.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0120 13384 26.000 EA | 500.00000 13000.00| 500.00000 13000.00| 1160.00000 30160.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0130 13392 19.000 EA | 2000.00000 38000.00| 2040.00000 38760.00| 2040.00000 38760.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0140 13393 5.000 EA | 500.00000 2500.00| 575.00000 2875.00| 1160.00000 5800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0150 13400 50.000 LF | 60.00000 3000.00| 42.30000 2115.00| 112.00000 5600.00 NS GUARDRAIL GUARDRAIL GR-10 (POWDER | | | COATED) | | | 0160 13400 325.000 LF | 50.00000 16250.00| 24.05000 7816.25| 60.00000 19500.00 NS GUARDRAIL GUARDRAIL GR-2 (POWDER | | | COATED) | | | 0170 13400 25.000 LF | 55.00000 1375.00| 28.50000 712.50| 68.00000 1700.00 NS GUARDRAIL GUARDRAIL GR-2 RAD. | | | (POWDER COATED) | | | 0180 13401 7.000 EA | 4000.00000 28000.00| 2805.00000 19635.00| 3800.00000 26600.00 NS GUARDRAIL GUARDRAIL ALT. BREAKAWAY | | | GR-9 (POWDER COATED) | | | 0190 13401 4.000 EA | 4000.00000 16000.00| 1820.00000 7280.00| 3200.00000 12800.00 NS GUARDRAIL GUARDRAIL GR-FOA-1 TY-1 | | | (POWD COAT) | | | 0200 13401 1.000 EA | 1000.00000 1000.00| 940.00000 940.00| 1200.00000 1200.00 NS GUARDRAIL GUARDRAIL TERM. GR-11 | | | (POWD COATED) | | | 0210 24272 6000.000 HR | 5.00000 30000.00| 14.65000 87900.00| 1.00000 6000.00 TRUCK MOUNTED ATTENUATOR | | | 0220 24278 1800.000 DAY | 1.00000 1800.00| 6.00000 10800.00| 0.50000 900.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24279 1800.000 HR | 5.00000 9000.00| 14.50000 26100.00| 10.00000 18000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0240 24281 6000.000 HR | 5.00000 30000.00| 2.00000 12000.00| 1.00000 6000.00 ELECTRONIC ARROW | | | 0250 24282 5500.000 HR | 10.00000 55000.00| 15.00000 82500.00| 0.01000 55.00 FLAGGER SERVICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K68 -3 TABULATION OF BIDS CALL ORDER : K68 CONTRACT ID : C00101699N01 COUNTIES : STAUNTON LETTING DATE : 01/25/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) M004 |( 2 ) R976 |( 3 ) B1091 |MAKCO, INCORPORATED |RMD HOLDINGS, LTD. |BULLINGTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 24600 182531.000 LF | 1.00000 182531.00| 1.35000 246416.85| 0.80000 146024.80 REMOVE EXISTING GUARDRAIL | | | 0270 24640 750.000 LF | 6.00000 4500.00| 8.30000 6225.00| 12.00000 9000.00 NS RECONSTRUCT EXIST. RECONSTRUCT EXIST | | | SHOULDER RESTORATION | | | 0280 27321 50.000 SY | 10.00000 500.00| 3.50000 175.00| 27.00000 1350.00 PROTECTIVE COVERING EC-2 | | | 0290 27505 500.000 LF | 3.00000 1500.00| 4.00000 2000.00| 7.00000 3500.00 TEMP. SILT FENCE | | | 0300 27506 1000.000 LF | 3.00000 3000.00| 4.00000 4000.00| 12.00000 12000.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 5,455,344.70| $ 5,572,489.05| $ 5,822,140.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,455,344.70| $ 5,572,489.05| $ 5,822,140.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K70 -1 TABULATION OF BIDS CALL ORDER : K70 CONTRACT ID : C00101291N01 COUNTIES : ARLINGTON FAIRFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A LOUDOUN OTHERS CONTRACT TIME : 12/13/13 COMPLETION DATE PROJECT(S) : PM09-96A-118 N501 FED # STP-PM09(281) CONTRACT DESCRIPTION: REGIONAL PAVEMENT MARKERS / MARKINGS NORTHERN REGION - REGION WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T302 TRAFFIC LINES, INC. $ 4,442,823.85 100.0000% 2 A231 A ANNANDALE, INC. $ 4,861,778.05 109.4299% ==================================================================================================================================== |( 1 ) T302 |( 2 ) A231 |( ) |TRAFFIC LINES, INC. |A ANNANDALE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24272 6080.000 HR | 0.01000 60.80| 30.00000 182400.00| TRUCK MOUNTED ATTENUATOR | | | 0020 24281 6080.000 HR | 0.01000 60.80| 1.00000 6080.00| ELECTRONIC ARROW | | | 0030 24282 300.000 HR | 55.00000 16500.00| 25.00000 7500.00| FLAGGER SERVICE | | | 0040 24502 1000.000 EA | 20.00000 20000.00| 24.00000 24000.00| NS REMOVE EXIST. REMOVE EXIST. | | | SNOW-PLOWABLE MARKERS | | | 0050 54020 15541682.000 LF | 0.07500 1165626.15| 0.05330 828371.65| TYPE A PAVEMENT LINE MARKING 4" | | | 0060 54024 320000.000 LF | 0.14000 44800.00| 0.11000 35200.00| TYPE A PAVEMENT LINE MARKING 8" | | | 0070 54034 176442.000 LF | 1.05000 185264.10| 2.20000 388172.40| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0080 54042 233500.000 LF | 4.20000 980700.00| 6.90000 1611150.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0090 54075 200000.000 LF | 1.98000 396000.00| 2.00000 400000.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K70 -2 TABULATION OF BIDS CALL ORDER : K70 CONTRACT ID : C00101291N01 COUNTIES : ARLINGTON FAIRFAX LETTING DATE : 01/25/12 10:00 AM DISTRICT : 0A LOUDOUN OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) T302 |( 2 ) A231 |( ) |TRAFFIC LINES, INC. |A ANNANDALE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54077 17000.000 LF | 3.96000 67320.00| 3.75000 63750.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0105 54079 10000.000 LF | 4.30000 43000.00| 7.00000 70000.00| TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0110 54100 100.000 LF | 20.00000 2000.00| 6.00000 600.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | HOV DIAMONDS (PREFORM) | | | 0120 54101 1475.000 EA | 95.00000 140125.00| 70.00000 103250.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | ELONGATED ARROW | | | 0125 54100 850.000 LF | 10.00000 8500.00| 11.00000 9350.00| NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI, 8"; CONTRAST | | | 0130 54105 150000.000 LF | 0.70000 105000.00| 0.68000 102000.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0140 54216 90000.000 EA | 9.50000 855000.00| 8.00000 720000.00| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0150 54217 8696.000 EA | 39.50000 343492.00| 24.00000 208704.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0160 54400 110.000 EA | 150.00000 16500.00| 200.00000 22000.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0170 54401 205.000 EA | 225.00000 46125.00| 350.00000 71750.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0180 54404 15.000 EA | 450.00000 6750.00| 500.00000 7500.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 4,442,823.85| $ 4,861,778.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,442,823.85| $ 4,861,778.05| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K72 -1 TABULATION OF BIDS CALL ORDER : K72 CONTRACT ID : C00100964N01 COUNTIES : WESTMORELAND LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 07/25/12 COMPLETION DATE PROJECT(S) : (NFO)9999-966-S13, N501 FED # HSIP-5111(239) CONTRACT DESCRIPTION: HANDICAP RAMPS AND CROSSWALKS FR:VARIOUS LOCATIONS IN NORTHERN NECK RES. TO:VARIOUS LOCATIONS IN NORTHERN NECK RES. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 J273 JIREH CONSTRUCTION COMPANY, INC. $ 349,975.45 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 365,286.15 104.3748% 3 F373 FINLEY ASPHALT & SEALING, INC. $ 451,590.38 129.0349% 4 L015 LEE HY PAVING CORPORATION $ 592,762.00 169.3725% 5 A477 ARTHUR CONSTRUCTION CO., INC. $ 714,970.00 204.2915% ==================================================================================================================================== |( 1 ) J273 |( 2 ) I933 |( 3 ) F373 |JIREH CONSTRUCTION COMPANY, |INTERSTATE IMPROVEMENT, INC |FINLEY ASPHALT & SEALING, 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| 34000.00000 34000.00| 30000.00000 30000.00| 4446.00000 4446.00 MOBILIZATION | | | 0020 00125 LUMP| 5000.00000 5000.00| 45000.00000 45000.00| 20000.00000 20000.00 GRADING | | | 0030 10607 152.000 TON | 150.00000 22800.00| 200.00000 30400.00| 379.50000 57684.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 11070 1453.000 LF | 6.00000 8718.00| 10.00000 14530.00| 3.30000 4794.90 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | . | | | 0050 12600 90.000 LF | 33.00000 2970.00| 30.00000 2700.00| 43.73000 3935.70 STD. COMB. CURB & GUTTER CG-6 | | | 0060 12610 1363.000 LF | 33.00000 44979.00| 22.00000 29986.00| 43.73000 59603.99 RADIAL COMB. CURB & GUTTER CG-6 | | | 0070 13108 86.330 SY | 200.00000 17266.00| 400.00000 34532.00| 49.50000 4273.34 CG-12 DETECTABLE WARNING SURFACE | | | 0080 13220 907.000 SY | 40.00000 36280.00| 90.00000 81630.00| 78.11000 70845.77 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K72 -2 TABULATION OF BIDS CALL ORDER : K72 CONTRACT ID : C00100964N01 COUNTIES : WESTMORELAND LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) J273 |( 2 ) I933 |( 3 ) F373 |JIREH CONSTRUCTION COMPANY, |INTERSTATE IMPROVEMENT, INC |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13244 590.400 LF | 8.00000 4723.20| 10.00000 5904.00| 3.30000 1948.32 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS .. | | | 0100 14120 1453.000 LF | 13.00000 18889.00| 30.00000 43590.00| 41.36000 60096.08 REMOVAL OF COMB. CURB AND GUTTER | | | 0110 24150 8.000 EA | 500.00000 4000.00| 195.00000 1560.00| 550.00000 4400.00 TYPE III BARRICADE 4' | | | 0120 24160 1446.000 SF | 22.00000 31812.00| 12.97000 18754.62| 22.00000 31812.00 CONSTRUCTION SIGNS | | | 0130 24272 2460.000 HR | 10.00000 24600.00| 2.00000 4920.00| 27.50000 67650.00 TRUCK MOUNTED ATTENUATOR | | | 0140 24278 10660.000 DAY | 2.00000 21320.00| 0.10000 1066.00| 1.10000 11726.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24281 2460.000 HR | 8.50000 20910.00| 0.50000 1230.00| 5.50000 13530.00 ELECTRONIC ARROW | | | 0160 24282 656.000 HR | 22.00000 14432.00| 13.64000 8947.84| 24.20000 15875.20 FLAGGER SERVICE | | | 0170 27102 5.250 LB | 50.00000 262.50| 11.07000 58.12| 110.00000 577.50 REGULAR SEED | | | 0180 27210 0.090 TON | 1000.00000 90.00| 1052.89000 94.76| 2750.00000 247.50 FERTILIZER(10-20-10) | | | 0190 27250 0.120 TON | 1000.00000 120.00| 188.17000 22.58| 2750.00000 330.00 LIME | | | 0200 28820 5.000 UNIT| 100.00000 500.00| 47.98000 239.90| 500.00000 2500.00 WATERING | | | 0210 50108 44.750 SF | 85.00000 3803.75| 32.70000 1463.33| 44.96000 2011.96 SIGN PANEL | | | 0220 50430 72.000 LF | 85.00000 6120.00| 23.60000 1699.20| 44.96000 3237.12 SIGN POST STP-1 2" | | | 0230 50490 8.000 EA | 85.00000 680.00| 135.00000 1080.00| 300.00000 2400.00 CONCRETE FOUNDATION STP-1 | | | 0240 54034 950.000 LF | 10.00000 9500.00| 3.22000 3059.00| 2.10000 1995.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0250 54042 540.000 LF | 30.00000 16200.00| 5.22000 2818.80| 10.50000 5670.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 349,975.45| $ 365,286.15| $ 451,590.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 349,975.45| $ 365,286.15| $ 451,590.38 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K73 -1 TABULATION OF BIDS CALL ORDER : K73 CONTRACT ID : C00079611B02 COUNTIES : MATHEWS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/20/13 COMPLETION DATE PROJECT(S) : (NFO) 0003-057-148, B602 FED # BH-PM06(332) CONTRACT DESCRIPTION: BRIDGE REHABILITATION RTE. 3 OVER PIANKATANK RIVER SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P497 PRECON MARINE INCORPORATED $ 10,989,052.60 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 11,330,185.50 103.1043% 3 A003 ABERNATHY CONSTRUCTION CORPORATION $ 11,480,742.36 104.4744% 4 G136 KIEWIT INFRASTRUCTURE SOUTH CO. $ 12,409,010.50 112.9216% 5 B303 BRYANT CONTRACTING, INC. $ 13,658,306.10 124.2901% 6 M047 MCLEAN CONTRACTING COMPANY $ 14,477,000.00 131.7402% 7 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 14,557,424.35 132.4721% 8 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 14,754,807.00 134.2682% ==================================================================================================================================== |( 1 ) P497 |( 2 ) C097 |( 3 ) A003 |PRECON MARINE INCORPORATED |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT 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| 500000.00000 500000.00| 585000.00000 585000.00| 580000.00000 580000.00 MOBILIZATION | | | 0020 00101 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 44000.00000 44000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10607 83.000 TON | 100.00000 8300.00| 175.00000 14525.00| 205.00000 17015.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0040 10628 540.000 SY | 12.00000 6480.00| 15.50000 8370.00| 14.00000 7560.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0050 10642 20.000 TON | 200.00000 4000.00| 185.00000 3700.00| 250.00000 5000.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 13320 321.000 LF | 20.50000 6580.50| 26.00000 8346.00| 21.00000 6741.00 GUARDRAIL GR-2 | | | 0070 13345 2.000 EA | 3000.00000 6000.00| 3100.00000 6200.00| 3200.00000 6400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K73 -2 TABULATION OF BIDS CALL ORDER : K73 CONTRACT ID : C00079611B02 COUNTIES : MATHEWS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) P497 |( 2 ) C097 |( 3 ) A003 |PRECON MARINE INCORPORATED |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13383 4.000 EA | 2100.00000 8400.00| 2600.00000 10400.00| 3000.00000 12000.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0090 13611 4.000 EA | 8500.00000 34000.00| 5000.00000 20000.00| 3500.00000 14000.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0100 24152 2.000 EA | 350.00000 700.00| 550.00000 1100.00| 450.00000 900.00 TYPE III BARRICADE 8' | | | 0110 24160 903.000 SF | 18.00000 16254.00| 35.00000 31605.00| 34.00000 30702.00 CONSTRUCTION SIGNS | | | 0120 24278 12960.000 DAY | 0.05000 648.00| 0.75000 9720.00| 0.60000 7776.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24279 4320.000 HR | 7.00000 30240.00| 11.00000 47520.00| 4.80000 20736.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0140 24282 960.000 HR | 40.00000 38400.00| 35.00000 33600.00| 23.00000 22080.00 FLAGGER SERVICE | | | 0150 24600 440.000 LF | 5.00000 2200.00| 5.50000 2420.00| 2.20000 968.00 REMOVE EXISTING GUARDRAIL | | | 0160 25505 23.000 MO | 4800.00000 110400.00| 1150.00000 26450.00| 2300.00000 52900.00 FIELD OFFICE TY.I | | | 0170 25570 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 15500.00000 15500.00 NS CONTRACT CONTRACT BASELINE PROGRESS | | | SCHEDULE | | | 0180 25572 20.000 EA | 500.00000 10000.00| 500.00000 10000.00| 2400.00000 48000.00 NS CONTRACT CONTRACT PROGRESS SCHEDULE | | | UPDATE | | | 0190 27430 50.000 CY | 20.00000 1000.00| 25.00000 1250.00| 20.00000 1000.00 SILTATION CONTROL EXCAVATION | | | 0200 27505 500.000 LF | 1.25000 625.00| 5.00000 2500.00| 3.60000 1800.00 TEMP. SILT FENCE | | | 0210 50108 58.000 SF | 37.00000 2146.00| 45.00000 2610.00| 56.00000 3248.00 SIGN PANEL | | | 0220 50204 1168.000 LF | 7.00000 8176.00| 24.00000 28032.00| 18.00000 21024.00 SIGN POST WOOD 4" X 4" | | | 0230 51955 LUMP| 180000.00000 180000.00| 50000.00000 50000.00| 62000.00000 62000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0240 52000 LUMP| 375000.00000 375000.00| 225000.00000 225000.00| 280000.00000 280000.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TRAFFIC SIGNAL | | | OPERATOR | | | 0250 54032 8700.000 LF | 0.75000 6525.00| 0.50000 4350.00| 0.52000 4524.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K73 -3 TABULATION OF BIDS CALL ORDER : K73 CONTRACT ID : C00079611B02 COUNTIES : MATHEWS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) P497 |( 2 ) C097 |( 3 ) A003 |PRECON MARINE INCORPORATED |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 54075 6579.000 LF | 2.50000 16447.50| 2.50000 16447.50| 3.00000 19737.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0270 54105 9200.000 LF | 1.00000 9200.00| 0.60000 5520.00| 0.60000 5520.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0280 54217 120.000 EA | 30.00000 3600.00| 36.50000 4380.00| 40.00000 4800.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0290 54242 459.000 EA | 10.00000 4590.00| 8.50000 3901.50| 12.00000 5508.00 TEMP. PAVE. MARKER 2 WAY | | | 0300 54512 4186.000 LF | 1.25000 5232.50| 1.10000 4604.60| 1.60000 6697.60 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0310 54552 13786.000 LF | 0.50000 6893.00| 0.25000 3446.50| 0.66000 9098.76 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 0320 54556 600.000 LF | 1.00000 600.00| 0.55000 330.00| 0.55000 330.00 CONSTR.PAVE.MARK. (TY.F,CL.II)8" | | | 0330 54564 24.000 LF | 6.00000 144.00| 5.20000 124.80| 5.40000 129.60 CONSTR.PAVE.MARK. (TY.F,CL.II)24" | | | 0340 60410 1759.300 CY | 775.00000 1363457.50| 1500.00000 2638950.00| 1080.00000 1900044.00 CONCRETE CLASS A4 (LIGHTWEIGHT) | | | 0350 62021 4196.000 LF | 125.00000 524500.00| 180.00000 755280.00| 199.00000 835004.00 NS RAILING RAILING BR27C I | | | (LIGHTWEIGHT CONC.) | | | 0360 67400 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 39900.00000 39900.00 DECK DRAINAGE SYSTEM | | | 0370 67450 LUMP| 134000.00000 134000.00| 42000.00000 42000.00| 58000.00000 58000.00 NAVIGATION LIGHTS | | | 0380 68090 6513.000 SY | 2.20000 14328.60| 2.20000 14328.60| 5.80000 37775.40 BRIDGE DECK GROOVING | | | 0390 68101 550840.000 LB | 2.50000 1377100.00| 2.20000 1211848.00| 2.15000 1184306.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0400 68107 794100.000 LS | 2000000.00000 2000000.00| 2400000.00000 2400000.00| 1840000.00000 1840000.00 STR.STEEL PLATE GIRDER ASTM A709 GR. 50 | | | 0410 68472 LUMP| 300000.00000 300000.00| 420000.00000 420000.00| 310000.00000 310000.00 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 1948 TYP. B | | | 0420 68474 LUMP| 425000.00000 425000.00| 365000.00000 365000.00| 480000.00000 480000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY (STR. NO. 1948) | | | 0430 68476 LUMP| 60000.00000 60000.00| 52000.00000 52000.00| 82000.00000 82000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION (STR. NO. 1948) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/29/12 PAGE : K73 -4 TABULATION OF BIDS CALL ORDER : K73 CONTRACT ID : C00079611B02 COUNTIES : MATHEWS LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) P497 |( 2 ) C097 |( 3 ) A003 |PRECON MARINE INCORPORATED |CORMAN CONSTRUCTION, INC. |ABERNATHY CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 68490 LUMP| 5500.00000 5500.00| 5700.00000 5700.00| 9900.00000 9900.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL (STR. NO. 1948 TYP. B) | | | 0450 68492 LUMP| 190000.00000 190000.00| 155000.00000 155000.00| 10100.00000 10100.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | (STR. NO. 1948 TYP.B) | | | 0460 68552 267.000 LF | 180.00000 48060.00| 300.00000 80100.00| 240.00000 64080.00 ELASTOMERIC EXPANSION DAM 2+"-3" | | | 0470 68578 76.000 LF | 375.00000 28500.00| 175.00000 13300.00| 1590.00000 120840.00 BACK WALL RECONSTRUCTION | | | 0480 68590 144.000 EA | 2000.00000 288000.00| 1000.00000 144000.00| 2965.00000 426960.00 JACKING AND BLOCKING | | | 0490 68760 4186.000 LF | 100.00000 418600.00| 36.00000 150696.00| 77.00000 322322.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | PAR. | | | 0500 68762 240.000 LF | 140.00000 33600.00| 20.00000 4800.00| 48.00000 11520.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | PAR. | | | 0510 68900 LUMP| 1100000.00000 1100000.00| 665000.00000 665000.00| 990000.00000 990000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 1948 | | | 0520 69012 90.000 SF | 55.00000 4950.00| 35.00000 3150.00| 35.00000 3150.00 TEMPORARY SHEET PILING | | | 0530 69101 330.000 LB | 2.50000 825.00| 2.00000 660.00| 3.00000 990.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0540 69500 581.000 SY | 1275.00000 740775.00| 575.00000 334075.00| 1276.00000 741356.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0550 69901 4965.000 LF | 55.00000 273075.00| 33.00000 163845.00| 80.00000 397200.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PRESSURE SEALING CRACKS| | | 0560 69905 124.000 EA | 1500.00000 186000.00| 3500.00000 434000.00| 2400.00000 297600.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR SEAT MODIFICATION | | | SECTION TOTALS | $ 10,989,052.60| $ 11,330,185.50| $ 11,480,742.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,989,052.60| $ 11,330,185.50| $ 11,480,742.36 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K74 -1 TABULATION OF BIDS CALL ORDER : K74 CONTRACT ID : C00011210C01 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/02/12 COMPLETION DATE PROJECT(S) : 0729-078-182, B622 FED # STP-078-7(016) 0729-078-182, C501 FED # STP-078-7(016) CONTRACT DESCRIPTION: APPROACHES AND BRIDGE OVER BATTLE RUN FROM: 0.097 MI. S. BATTLE RUN TO: 0.149 MI. N. BATTLE RUN SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 G181 GENERAL EXCAVATION, INC. $ 1,487,913.77 100.0000% ==================================================================================================================================== |( 1 ) G181 |( 5 ) A477 |( ) |GENERAL EXCAVATION, INC. |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 41000.00000 41000.00| | MOBILIZATION | | | 0020 00101 LUMP| 9700.00000 9700.00| | CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 0.250 LS | 9300.00000 9300.00| | CLEARING AND GRUBBING | | | 0040 00119 LUMP| 31500.00000 31500.00| | NS EXCAVATION EXCAVATION DITCH | | | RELOCATION CONSTRUCTION | | | 0050 00120 4493.000 CY | 21.00000 94353.00| | REGULAR EXCAVATION | | | 0060 00140 3047.000 CY | 17.75000 54084.25| | BORROW EXCAVATION | | | 0070 00211 220.000 CY | 17.70000 3894.00| | MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0080 00272 122.000 CY | 40.40000 4928.80| | SELECT MATL. TY. I MIN. CBR-30 | | | 0090 00529 12.000 CY | 325.00000 3900.00| | FLOWABLE BACKFILL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K74 -2 TABULATION OF BIDS CALL ORDER : K74 CONTRACT ID : C00011210C01 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 5 ) A477 |( ) |GENERAL EXCAVATION, INC. |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 00588 1922.000 LF | 11.90000 22871.80| | UNDERDRAIN UD-4 | | | 0110 00590 61.000 LF | 11.90000 725.90| | COMB. UNDERDRAIN CD-1 | | | 0120 00591 44.000 LF | 11.90000 523.60| | COMB. UNDERDRAIN CD-2 | | | 0130 00595 275.000 LF | 11.90000 3272.50| | OUTLET PIPE | | | 0140 00596 11.000 EA | 595.00000 6545.00| | ENDWALL EW-12 | | | 0150 00700 135.000 LF | 3.10000 418.50| | POST INSTALLATION INSPECTION | | | 0160 01150 64.000 LF | 32.50000 2080.00| | 15" PIPE | | | 0170 04330 218.000 LF | 106.50000 23217.00| | 49" X 33" ARCH PIPE | | | 0180 06531 4.000 EA | 915.00000 3660.00| | 49" X 33" END SECTION ES-3 | | | 0190 09150 309.000 TON | 66.00000 20394.00| | EROSION CONTROL STONE CLASS I, EC-1 | | | 0200 10128 1996.000 TON | 24.50000 48902.00| | AGGR. BASE MATL. TY. I NO. 21B | | | 0210 10635 455.000 TON | 104.80000 47684.00| | ASPHALT CONCRETE TY. SM-9.5A | | | 0220 10642 746.000 TON | 100.50000 74973.00| | ASPHALT CONCRETE TY. BM-25.0A | | | 0230 11070 40.000 LF | 10.00000 400.00| | NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (2" DEPTH) | | | 0240 13312 2.000 EA | 2430.00000 4860.00| | GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0250 13320 123.000 LF | 32.40000 3985.20| | GUARDRAIL GR-2 | | | 0260 13345 2.000 EA | 2595.00000 5190.00| | ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0270 13383 4.000 EA | 2215.00000 8860.00| | FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0280 22501 278.000 LF | 4.20000 1167.60| | FENCE FE-W1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K74 -3 TABULATION OF BIDS CALL ORDER : K74 CONTRACT ID : C00011210C01 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 5 ) A477 |( ) |GENERAL EXCAVATION, INC. |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 22581 4.000 EA | 135.00000 540.00| | CORNER BRACE UNIT FE-W1,FE-W2 | | | 0300 22681 942.000 LF | 3.85000 3626.70| | FENCE FE-B | | | 0310 22721 1.000 EA | 105.00000 105.00| | LINE BRACE UNIT FE-B | | | 0320 22741 4.000 EA | 135.00000 540.00| | CORNER BRACE UNIT FE-B | | | 0330 23600 568.000 LF | 4.35000 2470.80| | NS FENCE FENCE HIGH TENSILE FENCE (8 | | | STRANDS) | | | 0340 23601 4.000 EA | 135.00000 540.00| | NS BRACE BRACE CORNER BRACE UNIT | | | HIGHTENSILE FENCE | | | 0350 23601 1.000 EA | 105.00000 105.00| | NS BRACE BRACE LINE BRACE UNIT HIGH | | | TENSILE FENCE | | | 0360 23602 1.000 EA | 170.00000 170.00| | NS GATE GATE TUBULAR FARM GATE 16' | | | 0370 24100 300.000 HR | 52.00000 15600.00| | ALLAYING DUST | | | 0380 24152 4.000 EA | 455.00000 1820.00| | TYPE III BARRICADE 8' | | | 0390 24160 582.000 SF | 23.50000 13677.00| | CONSTRUCTION SIGNS | | | 0400 24260 77.000 TON | 23.63000 1819.51| | CR. RUN AGGR. NO. 25 OR 26 | | | 0410 24278 1400.000 DAY | 1.23000 1722.00| | GROUP 2 CHANNELIZING DEVICES | | | 0420 24279 720.000 HR | 5.95000 4284.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | | 0430 24282 1400.000 HR | 19.78000 27692.00| | FLAGGER SERVICE | | | 0440 24430 3181.000 SY | 4.53000 14409.93| | DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0450 25507 11.000 MO | 991.61000 10907.71| | FIELD OFFICE TY.III | | | 0460 27102 307.000 LB | 16.10000 4942.70| | REGULAR SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K74 -4 TABULATION OF BIDS CALL ORDER : K74 CONTRACT ID : C00011210C01 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 5 ) A477 |( ) |GENERAL EXCAVATION, INC. |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 27103 192.000 LB | 4.90000 940.80| | OVERSEEDING | | | 0480 27221 1.000 TON | 717.05000 717.05| | FERTILIZER(10-10-10) | | | 0490 27250 6.000 TON | 201.15000 1206.90| | LIME | | | 0500 27284 6407.000 SY | 0.45000 2883.15| | EROSION CONTROL MULCH | | | 0510 27321 768.000 SY | 2.66000 2042.88| | PROTECTIVE COVERING EC-2 | | | 0520 27337 121.000 SY | 51.31000 6208.51| | TEMP. DIVERSION CHANNEL LINING CL. B | | | 0530 27340 48.000 CY | 16.27000 780.96| | TEMP. DIVERSION CHANNEL EXCAVATION | | | 0540 27415 25.000 EA | 274.73000 6868.25| | CHECK DAM(ROCK) TY. II | | | 0550 27422 3.000 EA | 1851.88000 5555.64| | DEWATERING BASIN | | | 0560 27430 1064.000 CY | 14.39000 15310.96| | SILTATION CONTROL EXCAVATION | | | 0570 27505 1665.000 LF | 1.94000 3230.10| | TEMP. SILT FENCE | | | 0580 27506 4220.000 LF | 1.94000 8186.80| | TEMP. FILTER BARRIER | | | 0590 38900 36.000 EA | 46.44000 1671.84| | NS PLANT OR TREE PLANT OR TREE BLACK | | | WILLOW STAKE | | | 0600 38950 4.000 EA | 6876.67000 27506.68| | NS LANDSCAPE LANDSCAPE CUT OFF SILL | | | 0610 38950 4.000 EA | 9427.69000 37710.76| | NS LANDSCAPE LANDSCAPE ROCK CROSS VANES | | | 0620 38951 930.000 SY | 5.63000 5235.90| | NS LANDSCAPE LANDSCAPE COIR FIBER MAT | | | (EC-3A) | | | 0630 39004 12.000 LB | 218.16000 2617.92| | NS SEED MIXTURE SEED MIXTURE BUFFER | | | SEED MIXTURE | | | 0640 39004 8.000 LB | 118.80000 950.40| | NS SEED MIXTURE SEED MIXTURE OATS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K74 -5 TABULATION OF BIDS CALL ORDER : K74 CONTRACT ID : C00011210C01 COUNTIES : RAPPAHANNOCK LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) G181 |( 5 ) A477 |( ) |GENERAL EXCAVATION, INC. |ARTHUR CONSTRUCTION CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 39004 8.000 LB | 362.88000 2903.04| | NS SEED MIXTURE SEED MIXTURE WETLAND | | | SEED MIXTURE | | | 0660 50867 4.000 EA | 66.33000 265.32| | REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0670 54020 2600.000 LF | 0.73000 1898.00| | TYPE A PAVEMENT LINE MARKING 4" | | | 0680 61145 22.000 EA | 9654.97000 212409.34| | PRESTR. CONC. SLAB 3' X 21" X(+45' - | | | 50') | | | 0690 62031 188.000 LF | 278.78000 52410.64| | RAILING,KANSAS CORRAL 27" W/OUT CURB | | | 0700 64005 2040.000 TON | 19.29000 39351.60| | SELECT MATL. TY. I MIN. CBR-30 | | | 0710 64011 788.000 CY | 38.64000 30448.32| | STRUCTURE EXCAVATION | | | 0720 64110 351.000 LF | 90.07000 31614.57| | STEEL PILES 10" | | | 0730 64755 17.000 EA | 216.00000 3672.00| | PILE POINT FOR 10" STEEL PILE | | | 0740 65013 305.500 CY | 520.87000 159125.79| | CONCRETE CLASS A3 | | | 0750 65200 12960.000 LB | 1.02000 13219.20| | REINF. STEEL | | | 0760 65201 11480.000 LB | 1.84000 21123.20| | CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0770 65821 72.000 LF | 222.38000 16011.36| | RAILING,KANSAS CORRAL 27"W/OUT CURB | | | 0780 66120 2.000 EA | 9339.75000 18679.50| | COFFERDAM | | | 0790 66127 1000.000 TON | 62.05000 62050.00| | DRY RIPRAP CL.I 26" | | | 0800 66921 56.000 LF | 597.86000 33480.16| | NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE PREDRILLING FOR 10" | | | STEEL PILE | | | 0810 67900 LUMP| 22263.73000 22263.73| | NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6061 | | | SECTION TOTALS | $ 1,487,913.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,487,913.77| $ 714,970.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K82 -1 TABULATION OF BIDS CALL ORDER : K82 CONTRACT ID : C00096477B37 COUNTIES : BOTETOURT FRANKLIN LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 ROANOKE CONTRACT TIME : 08/30/13 COMPLETION DATE PROJECT(S) : BR02-962-087, B637-B643 FED # NONE CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENTS VARIOUS LOCATIONS SALEM DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C024 A. R. COFFEY AND SONS, INC. $ 633,425.00 100.0000% 2 B728 D. A. BROWN, INC. $ 682,787.95 107.7930% 3 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 856,956.86 135.2894% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 964,720.50 152.3022% ==================================================================================================================================== |( 1 ) C024 |( 2 ) B728 |( 3 ) I943 |A. R. COFFEY AND SONS, INC. |D. A. BROWN, INC. |INFRASTRUCTURE CORPORATION OF A 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| 28000.00000 28000.00| 60000.00000 60000.00| 80387.67000 80387.67 MOBILIZATION | | | 0020 00102 LUMP| 10500.00000 10500.00| 15000.00000 15000.00| 19572.65000 19572.65 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 10128 419.000 TON | 38.00000 15922.00| 25.00000 10475.00| 34.95000 14644.05 AGGR. BASE MATL. TY. I NO. 21B | | | 0040 10635 154.000 TON | 311.00000 47894.00| 299.00000 46046.00| 291.66000 44915.64 ASPHALT CONCRETE TY. SM-9.5A | | | 0050 10642 189.000 TON | 300.00000 56700.00| 290.00000 54810.00| 209.71000 39635.19 ASPHALT CONCRETE TY. BM-25.0A | | | 0060 11070 191.000 LF | 10.00000 1910.00| 8.00000 1528.00| 4.19000 800.29 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0070 24152 28.000 EA | 250.00000 7000.00| 225.00000 6300.00| 419.41000 11743.48 TYPE III BARRICADE 8' | | | 0080 24160 1653.000 SF | 18.50000 30580.50| 12.50000 20662.50| 20.97000 34663.41 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K82 -2 TABULATION OF BIDS CALL ORDER : K82 CONTRACT ID : C00096477B37 COUNTIES : BOTETOURT FRANKLIN LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 ROANOKE SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) B728 |( 3 ) I943 |A. R. COFFEY AND SONS, INC. |D. A. BROWN, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 24260 18.000 TON | 50.00000 900.00| 50.00000 900.00| 27.96000 503.28 CR. RUN AGGR. NO. 25 OR 26 | | | 0100 24278 50.000 DAY | 5.00000 250.00| 1.00000 50.00| 2.80000 140.00 GROUP 2 CHANNELIZING DEVICES | | | 0110 24282 120.000 HR | 1.00000 120.00| 1.00000 120.00| 16.56000 1987.20 FLAGGER SERVICE | | | 0120 24288 465.000 DAY | 2.00000 930.00| 2.00000 930.00| 2.45000 1139.25 WARNING LIGHT TY. B | | | 0130 24290 320.000 LF | 20.00000 6400.00| 25.00000 8000.00| 27.96000 8947.20 TRAFFIC BARRIER SERVICE CONCRETE | | | 0140 24430 1047.000 SY | 2.00000 2094.00| 12.00000 12564.00| 5.59000 5852.73 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0150 27430 265.000 CY | 0.00000 0.00| 0.01000 2.65| 10.49000 2779.85 SILTATION CONTROL EXCAVATION | | | 0160 27505 1551.000 LF | 2.00000 3102.00| 3.00000 4653.00| 4.19000 6498.69 TEMP. SILT FENCE | | | 0170 50108 84.000 SF | 30.00000 2520.00| 40.00000 3360.00| 34.95000 2935.80 SIGN PANEL | | | 0180 50430 252.000 LF | 10.00000 2520.00| 25.00000 6300.00| 30.76000 7751.52 SIGN POST STP-1 2" | | | 0190 54020 130.000 LF | 1.75000 227.50| 2.00000 260.00| 3.50000 455.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0200 62021 78.000 LF | 92.00000 7176.00| 100.00000 7800.00| 209.71000 16357.38 NS RAILING RAILING THRIE BEAM | | | 0210 68016 152.000 LF | 220.00000 33440.00| 60.00000 9120.00| 188.74000 28688.48 RAILING, TEXAS T-6 | | | 0220 68114 29000.000 LS | 114500.00000 114500.00| 125656.80000 125656.80| 140097.69000 140097.69 STR. STEEL ROLLED BEAM ASTM A709 GRADE | | | 50W | | | 0230 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6115 | | | 0240 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6171 | | | 0250 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6256 | | | 0260 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6289 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K82 -3 TABULATION OF BIDS CALL ORDER : K82 CONTRACT ID : C00096477B37 COUNTIES : BOTETOURT FRANKLIN LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 ROANOKE SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) B728 |( 3 ) I943 |A. R. COFFEY AND SONS, INC. |D. A. BROWN, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6301 | | | 0280 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6369 | | | 0290 68476 LUMP| 200.00000 200.00| 100.00000 100.00| 4194.14000 4194.14 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STRUCTURE NO. 6427 | | | 0300 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 1290.63000 1290.63 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6115 & TYPE B | | | 0310 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 1348.96000 1348.96 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6171 & TYPE B | | | 0320 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 1513.20000 1513.20 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6256 & TYPE B | | | 0330 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 1666.90000 1666.90 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6289 & TYPE B | | | 0340 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 1458.24000 1458.24 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6301 & TYPE B | | | 0350 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 630.21000 630.21 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6369 & TYPE B | | | 0360 68492 LUMP| 200.00000 200.00| 100.00000 100.00| 1863.88000 1863.88 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STRUCTURE NO. 6427 & TYPE B | | | 0370 68500 9.000 MFBM| 5500.00000 49500.00| 5800.00000 52200.00| 8196.65000 73769.85 LUMBER, TREATED | | | 0380 68900 LUMP| 6000.00000 6000.00| 9000.00000 9000.00| 7743.79000 7743.79 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6115 | | | 0390 68900 LUMP| 5800.00000 5800.00| 9000.00000 9000.00| 8093.77000 8093.77 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6171 | | | 0400 68900 LUMP| 6000.00000 6000.00| 9000.00000 9000.00| 9079.18000 9079.18 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6256 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K82 -4 TABULATION OF BIDS CALL ORDER : K82 CONTRACT ID : C00096477B37 COUNTIES : BOTETOURT FRANKLIN LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 ROANOKE SET-ASIDE : ==================================================================================================================================== |( 1 ) C024 |( 2 ) B728 |( 3 ) I943 |A. R. COFFEY AND SONS, INC. |D. A. BROWN, INC. |INFRASTRUCTURE CORPORATION OF A LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 68900 LUMP| 6500.00000 6500.00| 9000.00000 9000.00| 10001.42000 10001.42 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6289 | | | 0420 68900 LUMP| 6500.00000 6500.00| 9000.00000 9000.00| 8749.44000 8749.44 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6301 | | | 0430 68900 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| 3781.27000 3781.27 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6369 | | | 0440 68900 LUMP| 6500.00000 6500.00| 9000.00000 9000.00| 11183.25000 11183.25 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. STR. NO. 6427 | | | 0450 68908 LUMP| 51268.00000 51268.00| 42000.00000 42000.00| 53274.03000 53274.03 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PRECAST CONCRETE SLAB | | | 6115 | | | 0460 68908 LUMP| 54094.00000 54094.00| 55000.00000 55000.00| 53323.23000 53323.23 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PRECAST CONCRETE SLAB | | | 6256 | | | 0470 68908 LUMP| 38937.00000 38937.00| 52000.00000 52000.00| 41713.38000 41713.38 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PRECAST CONCRETE SLAB | | | 6369 | | | 0480 69011 90.000 CY | 60.00000 5400.00| 100.00000 9000.00| 48.93000 4403.70 STRUCTURE EXCAVATION | | | 0490 69030 1.600 CY | 900.00000 1440.00| 1500.00000 2400.00| 1747.56000 2796.10 CONCRETE CLASS A3 | | | 0500 69500 50.000 SY | 300.00000 15000.00| 225.00000 11250.00| 1188.34000 59417.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 633,425.00| $ 682,787.95| $ 856,956.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 633,425.00| $ 682,787.95| $ 856,956.86 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K83 -1 TABULATION OF BIDS CALL ORDER : K83 CONTRACT ID : C00100963N01 COUNTIES : BRISTOL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 03/29/13 COMPLETION DATE PROJECT(S) : (NFO)PM01-961-113,N501 FED # IM-PM01(282) CONTRACT DESCRIPTION: BRISTOL DISTRICT WIDE PAVEMENT MARKING VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R197 ROADMARK CORPORATION $ 1,892,930.00 100.0000% 2 I198 INTERSTATE ROAD MANAGEMENT CORPORATION $ 1,942,110.00 102.5981% 3 O015 OGLESBY CONSTRUCTION, INC. $ 1,994,390.00 105.3599% ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( 3 ) O015 |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT |OGLESBY 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 10498 50000.000 LF | 1.00000 50000.00| 0.70000 35000.00| 0.40000 20000.00 NS PAVEMENT PAVEMENT ASPHALT GROOVING | | | (5") | | | 0020 10498 50000.000 LF | 1.15000 57500.00| 0.75000 37500.00| 0.55000 27500.00 NS PAVEMENT PAVEMENT ASPHALT GROOVING | | | (7") | | | 0030 24272 2640.000 HR | 7.00000 18480.00| 1.00000 2640.00| 2.00000 5280.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24279 1000.000 HR | 10.00000 10000.00| 1.00000 1000.00| 2.00000 2000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 2000.000 HR | 7.00000 14000.00| 1.00000 2000.00| 2.00000 4000.00 ELECTRONIC ARROW | | | 0060 24282 2000.000 HR | 7.00000 14000.00| 35.00000 70000.00| 5.00000 10000.00 FLAGGER SERVICE | | | 0070 54020 10000000.000 LF | 0.06400 640000.00| 0.08000 800000.00| 0.10000 1000000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0080 54022 2000000.000 LF | 0.09600 192000.00| 0.12000 240000.00| 0.12800 256000.00 TYPE A PAVEMENT LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K83 -2 TABULATION OF BIDS CALL ORDER : K83 CONTRACT ID : C00100963N01 COUNTIES : BRISTOL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( 3 ) O015 |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT |OGLESBY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54024 42000.000 LF | 1.55000 65100.00| 0.16000 6720.00| 0.47000 19740.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0100 54026 1000.000 LF | 2.55000 2550.00| 1.00000 1000.00| 3.50000 3500.00 TYPE A PAVEMENT LINE MARKING 12" | | | 0110 54028 5000.000 LF | 3.25000 16250.00| 5.00000 25000.00| 5.25000 26250.00 TYPE A PAVEMENT LINE MARKING 24" | | | 0120 54032 5000.000 LF | 1.50000 7500.00| 1.50000 7500.00| 2.50000 12500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0130 54040 1000.000 LF | 4.50000 4500.00| 10.00000 10000.00| 9.75000 9750.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0140 54042 1000.000 LF | 5.25000 5250.00| 15.00000 15000.00| 14.25000 14250.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0150 54049 10000.000 LF | 0.52000 5200.00| 0.55000 5500.00| 1.50000 15000.00 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0160 54050 150000.000 LF | 0.72000 108000.00| 0.60000 90000.00| 0.75000 112500.00 TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0170 54101 1000.000 EA | 4.00000 4000.00| 20.00000 20000.00| 1.52000 1520.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | RASIED SNOWPLOW PAVEMENT MKER INSPECTION| | | 0180 54105 10000.000 LF | 0.75000 7500.00| 0.50000 5000.00| 1.00000 10000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0190 54106 3000.000 SF | 5.00000 15000.00| 5.00000 15000.00| 3.00000 9000.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0200 54210 500.000 EA | 60.00000 30000.00| 65.00000 32500.00| 12.50000 6250.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0210 54216 10000.000 EA | 11.00000 110000.00| 10.00000 100000.00| 6.05000 60500.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0220 54217 7500.000 EA | 26.00000 195000.00| 30.00000 225000.00| 23.00000 172500.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0230 54250 10.000 EA | 235.00000 2350.00| 500.00000 5000.00| 337.50000 3375.00 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 0240 54254 10.000 EA | 290.00000 2900.00| 550.00000 5500.00| 382.50000 3825.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 0250 54300 25.000 EA | 130.00000 3250.00| 200.00000 5000.00| 375.00000 9375.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0260 54310 10.000 EA | 260.00000 2600.00| 350.00000 3500.00| 480.00000 4800.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K83 -3 TABULATION OF BIDS CALL ORDER : K83 CONTRACT ID : C00100963N01 COUNTIES : BRISTOL LETTING DATE : 01/25/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) I198 |( 3 ) O015 |ROADMARK CORPORATION |INTERSTATE ROAD MANAGEMENT |OGLESBY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 54401 125.000 EA | 1100.00000 137500.00| 500.00000 62500.00| 600.00000 75000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0280 54402 10.000 EA | 400.00000 4000.00| 400.00000 4000.00| 210.00000 2100.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY.A MESS. ONLY | | | 0290 54402 10.000 EA | 600.00000 6000.00| 600.00000 6000.00| 487.50000 4875.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY.B MESS ARROW ONLY | | | 0300 54402 10.000 EA | 500.00000 5000.00| 550.00000 5500.00| 330.00000 3300.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY.B MESS. ARROW DOUBLE | | | 0310 54402 10.000 EA | 250.00000 2500.00| 500.00000 5000.00| 270.00000 2700.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY.B MESS. ARROW SING. | | | 0320 54402 10.000 EA | 1500.00000 15000.00| 650.00000 6500.00| 600.00000 6000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY.B MESS. RXR | | | 0330 54402 10.000 EA | 1500.00000 15000.00| 600.00000 6000.00| 600.00000 6000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY.B MESS. SCHOOL | | | 0340 54404 125.000 EA | 1000.00000 125000.00| 650.00000 81250.00| 600.00000 75000.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,892,930.00| $ 1,942,110.00| $ 1,994,390.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,892,930.00| $ 1,942,110.00| $ 1,994,390.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K84 -1 TABULATION OF BIDS CALL ORDER : K84 CONTRACT ID : CM00100998N01 COUNTIES : SALEM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 12/31/12 COMPLETION DATE PROJECT(S) : PM02-962-149, N501 FED # IM-PM02(320) CONTRACT DESCRIPTION: REGIONAL PVMT MRKR/MRKING - SALEM DISTRICT SALEM DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 2,936,212.00 100.0000% 2 R197 ROADMARK CORPORATION $ 3,304,230.00 112.5338% 3 O015 OGLESBY CONSTRUCTION, INC. $ 3,644,045.00 124.1070% 4 D251 DENVILLE LINE PAINTING, INC. $ 6,513,250.00 221.8249% ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) O015 |A ANNANDALE, INC. |ROADMARK CORPORATION |OGLESBY 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 10498 316800.000 LF | 1.10000 348480.00| 0.85000 269280.00| 0.30000 95040.00 NS PAVEMENT PAVEMENT ASPHALT GROOVING - | | | 7" WIDTH | | | 0020 10498 316800.000 LF | 0.85000 269280.00| 0.75000 237600.00| 0.35000 110880.00 NS PAVEMENT PAVEMENT ASPHLAT GROOVING | | | - 5" WIDTH | | | 0030 24272 600.000 HR | 42.00000 25200.00| 7.00000 4200.00| 15.00000 9000.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 1200.000 DAY | 1.00000 1200.00| 4.00000 4800.00| 2.00000 2400.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 400.000 HR | 21.00000 8400.00| 7.00000 2800.00| 5.00000 2000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 600.000 HR | 2.50000 1500.00| 7.00000 4200.00| 8.00000 4800.00 ELECTRONIC ARROW | | | 0070 24282 300.000 HR | 25.00000 7500.00| 7.00000 2100.00| 15.00000 4500.00 FLAGGER SERVICE | | | 0080 54020 27000000.000 LF | 0.04920 1328400.00| 0.06200 1674000.00| 0.08500 2295000.00 TYPE A PAVEMENT LINE MARKING 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K84 -2 TABULATION OF BIDS CALL ORDER : K84 CONTRACT ID : CM00100998N01 COUNTIES : SALEM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) O015 |A ANNANDALE, INC. |ROADMARK CORPORATION |OGLESBY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 54022 2000000.000 LF | 0.06940 138800.00| 0.09200 184000.00| 0.12900 258000.00 TYPE A PAVEMENT LINE MARKING 6" | | | 0100 54024 30000.000 LF | 0.09840 2952.00| 1.50000 45000.00| 0.49000 14700.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0110 54026 1000.000 LF | 1.50000 1500.00| 2.50000 2500.00| 3.50000 3500.00 TYPE A PAVEMENT LINE MARKING 12" | | | 0120 54028 5000.000 LF | 3.00000 15000.00| 3.00000 15000.00| 5.25000 26250.00 TYPE A PAVEMENT LINE MARKING 24" | | | 0130 54032 5000.000 LF | 0.95000 4750.00| 1.50000 7500.00| 2.50000 12500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0140 54040 1000.000 LF | 5.00000 5000.00| 4.50000 4500.00| 9.75000 9750.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0150 54042 2000.000 LF | 10.00000 20000.00| 5.00000 10000.00| 14.25000 28500.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0160 54049 5000.000 LF | 2.00000 10000.00| 0.50000 2500.00| 2.00000 10000.00 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0170 54050 5000.000 LF | 3.00000 15000.00| 0.75000 3750.00| 3.00000 15000.00 TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0180 54075 5000.000 LF | 2.79000 13950.00| 4.00000 20000.00| 5.00000 25000.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0190 54076 5000.000 LF | 3.68000 18400.00| 6.00000 30000.00| 7.00000 35000.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0200 54101 10000.000 EA | 1.00000 10000.00| 2.00000 20000.00| 1.50000 15000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PAVEMENT MARK,INSPECT RAISED SNOWPLOWABL| | | 0210 54105 10000.000 LF | 1.40000 14000.00| 1.00000 10000.00| 1.00000 10000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0220 54106 3000.000 SF | 2.75000 8250.00| 5.00000 15000.00| 3.00000 9000.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0230 54210 500.000 EA | 24.00000 12000.00| 50.00000 25000.00| 10.25000 5125.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0240 54216 20000.000 EA | 14.00000 280000.00| 10.00000 200000.00| 5.70000 114000.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0250 54217 7500.000 EA | 24.00000 180000.00| 26.00000 195000.00| 24.10000 180750.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 54250 10.000 EA | 90.00000 900.00| 225.00000 2250.00| 337.50000 3375.00 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 0270 54254 10.000 EA | 200.00000 2000.00| 275.00000 2750.00| 382.50000 3825.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K84 -3 TABULATION OF BIDS CALL ORDER : K84 CONTRACT ID : CM00100998N01 COUNTIES : SALEM LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) R197 |( 3 ) O015 |A ANNANDALE, INC. |ROADMARK CORPORATION |OGLESBY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54300 600.000 EA | 80.00000 48000.00| 125.00000 75000.00| 250.00000 150000.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0290 54310 200.000 EA | 160.00000 32000.00| 250.00000 50000.00| 400.00000 80000.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0300 54400 10.000 EA | 350.00000 3500.00| 400.00000 4000.00| 315.00000 3150.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0310 54401 125.000 EA | 600.00000 75000.00| 1100.00000 137500.00| 600.00000 75000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0320 54402 10.000 EA | 75.00000 750.00| 100.00000 1000.00| 250.00000 2500.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ARROW DOUBLE | | | 0330 54402 10.000 EA | 50.00000 500.00| 50.00000 500.00| 200.00000 2000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ARROW SINGLE | | | 0340 54402 10.000 EA | 150.00000 1500.00| 350.00000 3500.00| 250.00000 2500.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE ONLY | | | 0350 54402 10.000 EA | 500.00000 5000.00| 450.00000 4500.00| 400.00000 4000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE R/R CROSSING | | | 0360 54402 10.000 EA | 350.00000 3500.00| 450.00000 4500.00| 400.00000 4000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A MESSAGE SCHOOL | | | 0370 54404 30.000 EA | 800.00000 24000.00| 1000.00000 30000.00| 600.00000 18000.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 2,936,212.00| $ 3,304,230.00| $ 3,644,045.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,936,212.00| $ 3,304,230.00| $ 3,644,045.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K85 -1 TABULATION OF BIDS CALL ORDER : K85 CONTRACT ID : C00100995N01 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 CONTRACT TIME : 12/31/12 COMPLETION DATE PROJECT(S) : PM03-963-105, N501 FED # NH-PM03(366) CONTRACT DESCRIPTION: REGIONAL PVMT MRKR/MRKING - LYNCHBURG DISTRICT VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R197 ROADMARK CORPORATION $ 1,833,860.00 100.0000% 2 O015 OGLESBY CONSTRUCTION, INC. $ 2,052,330.00 111.9131% 3 I198 INTERSTATE ROAD MANAGEMENT CORPORATION $ 2,116,460.00 115.4101% 4 D251 DENVILLE LINE PAINTING, INC. $ 3,406,000.00 185.7285% ==================================================================================================================================== |( 1 ) R197 |( 2 ) O015 |( 3 ) I198 |ROADMARK CORPORATION |OGLESBY CONSTRUCTION, INC. |INTERSTATE ROAD MANAGEMENT CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10498 16800.000 LF | 1.20000 20160.00| 0.60000 10080.00| 0.70000 11760.00 NS PAVEMENT PAVEMENT ASPHALT GROOVING 7 | | | 0020 10498 300000.000 LF | 1.05000 315000.00| 0.30000 90000.00| 0.75000 225000.00 NS PAVEMENT PAVEMENT ASPHLAT GROOVING 5 | | | 0030 24272 1000.000 HR | 10.00000 10000.00| 10.00000 10000.00| 1.00000 1000.00 TRUCK MOUNTED ATTENUATOR | | | 0040 24278 1200.000 DAY | 6.00000 7200.00| 2.00000 2400.00| 1.00000 1200.00 GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 500.000 HR | 12.00000 6000.00| 5.00000 2500.00| 1.00000 500.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 1000.000 HR | 10.00000 10000.00| 5.00000 5000.00| 1.00000 1000.00 ELECTRONIC ARROW | | | 0070 24282 500.000 HR | 10.00000 5000.00| 10.00000 5000.00| 35.00000 17500.00 FLAGGER SERVICE | | | 0080 54020 12600000.000 LF | 0.06700 844200.00| 0.10000 1260000.00| 0.09000 1134000.00 TYPE A PAVEMENT LINE MARKING 4" | | | 0090 54022 1300000.000 LF | 0.09900 128700.00| 0.12500 162500.00| 0.12000 156000.00 TYPE A PAVEMENT LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K85 -2 TABULATION OF BIDS CALL ORDER : K85 CONTRACT ID : C00100995N01 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) O015 |( 3 ) I198 |ROADMARK CORPORATION |OGLESBY CONSTRUCTION, INC. |INTERSTATE ROAD MANAGEMENT CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54024 10000.000 LF | 1.75000 17500.00| 0.75000 7500.00| 0.20000 2000.00 TYPE A PAVEMENT LINE MARKING 8" | | | 0110 54026 1000.000 LF | 2.75000 2750.00| 3.50000 3500.00| 1.25000 1250.00 TYPE A PAVEMENT LINE MARKING 12" | | | 0120 54028 1000.000 LF | 3.50000 3500.00| 5.25000 5250.00| 5.00000 5000.00 TYPE A PAVEMENT LINE MARKING 24" | | | 0130 54032 5000.000 LF | 1.50000 7500.00| 2.50000 12500.00| 1.50000 7500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0140 54040 1000.000 LF | 4.50000 4500.00| 9.75000 9750.00| 10.00000 10000.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 0150 54042 4000.000 LF | 5.50000 22000.00| 14.25000 57000.00| 12.00000 48000.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0160 54049 10000.000 LF | 0.54000 5400.00| 1.50000 15000.00| 0.65000 6500.00 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0170 54050 10000.000 LF | 0.78000 7800.00| 2.25000 22500.00| 0.75000 7500.00 TYPE B CLASS III PAVE. LINE MARKING 6" | | | 0180 54075 5000.000 LF | 4.00000 20000.00| 5.00000 25000.00| 4.00000 20000.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0190 54076 5000.000 LF | 6.00000 30000.00| 7.00000 35000.00| 5.50000 27500.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0200 54101 6000.000 EA | 3.00000 18000.00| 2.50000 15000.00| 10.00000 60000.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | INSPECT RAISED SNOWABLE | | | 0210 54105 10000.000 LF | 1.00000 10000.00| 1.00000 10000.00| 0.50000 5000.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0220 54106 5000.000 SF | 5.00000 25000.00| 3.00000 15000.00| 5.00000 25000.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0230 54210 600.000 EA | 70.00000 42000.00| 12.00000 7200.00| 65.00000 39000.00 REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0240 54216 2000.000 EA | 12.50000 25000.00| 15.75000 31500.00| 15.00000 30000.00 REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0250 54217 6000.000 EA | 28.00000 168000.00| 26.25000 157500.00| 33.00000 198000.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 54250 10.000 EA | 250.00000 2500.00| 337.50000 3375.00| 500.00000 5000.00 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 0270 54254 10.000 EA | 325.00000 3250.00| 382.50000 3825.00| 550.00000 5500.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K85 -3 TABULATION OF BIDS CALL ORDER : K85 CONTRACT ID : C00100995N01 COUNTIES : LYNCHBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) R197 |( 2 ) O015 |( 3 ) I198 |ROADMARK CORPORATION |OGLESBY CONSTRUCTION, INC. |INTERSTATE ROAD MANAGEMENT CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54300 80.000 EA | 125.00000 10000.00| 375.00000 30000.00| 200.00000 16000.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0290 54310 10.000 EA | 250.00000 2500.00| 480.00000 4800.00| 350.00000 3500.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0300 54400 10.000 EA | 500.00000 5000.00| 315.00000 3150.00| 400.00000 4000.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 0310 54401 10.000 EA | 1500.00000 15000.00| 600.00000 6000.00| 600.00000 6000.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0320 54402 10.000 EA | 125.00000 1250.00| 250.00000 2500.00| 500.00000 5000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A, ARROW DOUBLE | | | 0330 54402 10.000 EA | 65.00000 650.00| 200.00000 2000.00| 400.00000 4000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A, ARROW SINGLE | | | 0340 54402 10.000 EA | 450.00000 4500.00| 300.00000 3000.00| 400.00000 4000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A, ONLY | | | 0350 54402 10.000 EA | 550.00000 5500.00| 400.00000 4000.00| 600.00000 6000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A, R/R CROSSING | | | 0360 54402 10.000 EA | 600.00000 6000.00| 400.00000 4000.00| 600.00000 6000.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING TY A, SCHOOL | | | 0370 54404 15.000 EA | 1500.00000 22500.00| 600.00000 9000.00| 750.00000 11250.00 PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 1,833,860.00| $ 2,052,330.00| $ 2,116,460.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,833,860.00| $ 2,052,330.00| $ 2,116,460.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K90 -1 TABULATION OF BIDS CALL ORDER : K90 CONTRACT ID : C00081292N01 COUNTIES : FLUVANNA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : 1015-032-S94,N501 FED # HSIP-032-7(027) CONTRACT DESCRIPTION: INSTALL SIDEWALK, RAISED MEDIAN AND BIKE LANES FROM: 0.05 MI. E. RTE. 53 TO: END STATE MAINTENANCE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V241 VESS EXCAVATING, LTD. $ 148,067.73 100.0000% 2 M969 MESSER CONTRACTING, L.L.C. $ 174,980.61 118.1761% 3 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 184,994.90 124.9394% 4 N999 NEW LOOK CONSTRUCTION LLC $ 185,344.45 125.1755% 5 S1131 SHELBECK EXCAVATING, LLC $ 189,999.99 128.3196% 6 J273 JIREH CONSTRUCTION COMPANY, INC. $ 234,913.00 158.6524% 7 P203 PEARSON CONSTRUCTION, INC. $ 235,950.28 159.3529% ==================================================================================================================================== |( 1 ) V241 |( 2 ) M969 |( 3 ) F451 |VESS EXCAVATING, LTD. |MESSER CONTRACTING, L.L.C. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 9730.00000 9730.00| 12165.00000 12165.00| 18000.00000 18000.00 MOBILIZATION | | | 0020 00125 LUMP| 14511.00000 14511.00| 12395.00000 12395.00| 17000.00000 17000.00 GRADING | | | 0030 00505 15.000 TON | 58.00000 870.00| 24.50000 367.50| 50.00000 750.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0040 00700 34.000 LF | 11.00000 374.00| 27.00000 918.00| 25.00000 850.00 POST INSTALLATION INSPECTION | | | 0050 01120 8.000 LF | 32.00000 256.00| 30.50000 244.00| 115.00000 920.00 12" PIPE | | | 0060 01156 26.000 LF | 41.00000 1066.00| 25.75000 669.50| 75.00000 1950.00 STORM SEWER PIPE 15" | | | 0070 06821 1.000 EA | 4940.00000 4940.00| 3080.00000 3080.00| 5000.00000 5000.00 DROP INLET DI-3B,L=12' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K90 -2 TABULATION OF BIDS CALL ORDER : K90 CONTRACT ID : C00081292N01 COUNTIES : FLUVANNA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) V241 |( 2 ) M969 |( 3 ) F451 |VESS EXCAVATING, LTD. |MESSER CONTRACTING, L.L.C. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 06835 1.000 EA | 3510.00000 3510.00| 2420.00000 2420.00| 4000.00000 4000.00 DROP INLET DI-3C,L=6' | | | 0090 10123 152.000 TON | 21.00000 3192.00| 29.30000 4453.60| 40.00000 6080.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0100 10635 67.000 TON | 248.00000 16616.00| 172.70000 11570.90| 236.00000 15812.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0110 11070 969.000 LF | 2.50000 2422.50| 3.95000 3827.55| 5.00000 4845.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0120 12600 503.000 LF | 19.00000 9557.00| 22.00000 11066.00| 15.75000 7922.25 STD. COMB. CURB & GUTTER CG-6 | | | 0130 12610 79.000 LF | 18.00000 1422.00| 22.00000 1738.00| 15.75000 1244.25 RADIAL COMB. CURB & GUTTER CG-6 | | | 0140 13108 8.000 SY | 162.00000 1296.00| 385.00000 3080.00| 157.00000 1256.00 CG-12 DETECTABLE WARNING SURFACE | | | 0150 13220 528.000 SY | 34.00000 17952.00| 44.00000 23232.00| 31.00000 16368.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0160 13244 13.000 LF | 20.00000 260.00| 4.80000 62.40| 20.00000 260.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS .. | | | 0170 21020 25.000 SY | 64.00000 1600.00| 93.50000 2337.50| 61.00000 1525.00 MEDIAN STRIP MS-1 | | | 0180 24160 248.000 SF | 25.50000 6324.00| 27.75000 6882.00| 35.00000 8680.00 CONSTRUCTION SIGNS | | | 0190 24278 1640.000 DAY | 0.55000 902.00| 0.85000 1394.00| 1.00000 1640.00 GROUP 2 CHANNELIZING DEVICES | | | 0200 24282 960.000 HR | 16.85000 16176.00| 29.05000 27888.00| 23.00000 22080.00 FLAGGER SERVICE | | | 0210 24286 10.000 EA | 102.00000 1020.00| 120.00000 1200.00| 130.00000 1300.00 FLEXIBLE POST DELINEATOR | | | 0220 24500 18.000 SY | 47.50000 855.00| 14.75000 265.50| 75.00000 1350.00 NS REMOVE EXIST. REMOVE EXIST. SIDEWALK | | | AND ENTRANCE | | | 0230 24501 22.000 LF | 31.00000 682.00| 10.00000 220.00| 50.00000 1100.00 NS REMOVE EXIST. REMOVE EXIST. COMB. | | | CURB AND GUTTER | | | 0240 24825 2.000 EA | 890.00000 1780.00| 582.50000 1165.00| 1200.00000 2400.00 NS MODIFY EXIST. MODIFY EXIST. DROP | | | INLET TO ACCEPT PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K90 -3 TABULATION OF BIDS CALL ORDER : K90 CONTRACT ID : C00081292N01 COUNTIES : FLUVANNA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) V241 |( 2 ) M969 |( 3 ) F451 |VESS EXCAVATING, LTD. |MESSER CONTRACTING, L.L.C. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 27102 150.000 LB | 13.50000 2025.00| 9.00000 1350.00| 13.00000 1950.00 REGULAR SEED | | | 0260 27103 60.000 LB | 4.00000 240.00| 2.25000 135.00| 3.10000 186.00 OVERSEEDING | | | 0270 27221 0.500 TON | 1330.00000 665.00| 1305.00000 652.50| 2500.00000 1250.00 FERTILIZER(10-10-10) | | | 0280 27250 2.000 TON | 185.00000 370.00| 345.00000 690.00| 500.00000 1000.00 LIME | | | 0290 27321 234.000 SY | 6.00000 1404.00| 0.78000 182.52| 3.00000 702.00 PROTECTIVE COVERING EC-2 | | | 0300 27415 7.000 EA | 174.00000 1218.00| 275.00000 1925.00| 125.00000 875.00 CHECK DAM(ROCK) TY. II | | | 0310 27430 214.000 CY | 5.50000 1177.00| 70.00000 14980.00| 10.00000 2140.00 SILTATION CONTROL EXCAVATION | | | 0320 27461 2.000 EA | 192.00000 384.00| 118.65000 237.30| 150.00000 300.00 INLET PROTECTION TYPE B | | | 0330 27506 1182.000 LF | 2.50000 2955.00| 1.35000 1595.70| 3.00000 3546.00 TEMP. FILTER BARRIER | | | 0340 38901 2.000 SY | 315.00000 630.00| 14.70000 29.40| 750.00000 1500.00 NS BED PREPARATION BED PREPARATION ... | | | 0350 38950 10.000 EA | 155.00000 1550.00| 120.00000 1200.00| 997.00000 9970.00 NS LANDSCAPE LANDSCAPE SELECTED TREE | | | PRUNING | | | 0360 39005 2.000 CY | 135.00000 270.00| 43.50000 87.00| 250.00000 500.00 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 0370 50108 86.000 SF | 32.50000 2795.00| 30.80000 2648.80| 30.00000 2580.00 SIGN PANEL | | | 0380 50432 83.000 LF | 24.30000 2016.90| 51.04000 4236.32| 48.00000 3984.00 SIGN POST STP-1 2 3/16" | | | 0390 50434 56.000 LF | 29.00000 1624.00| 56.10000 3141.60| 53.00000 2968.00 SIGN POST STP-1 2 1/2" | | | 0400 50490 9.000 EA | 195.00000 1755.00| 159.50000 1435.50| 152.00000 1368.00 CONCRETE FOUNDATION STP-1 | | | 0410 54020 892.000 LF | 1.50000 1338.00| 1.27000 1132.84| 1.20000 1070.40 TYPE A PAVEMENT LINE MARKING 4" | | | 0420 54022 969.000 LF | 1.91000 1850.79| 1.58000 1531.02| 1.50000 1453.50 TYPE A PAVEMENT LINE MARKING 6" | | | 0430 54100 167.000 LF | 15.62000 2608.54| 12.98000 2167.66| 12.00000 2004.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED 24" THERMOPLASTIC | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K90 -4 TABULATION OF BIDS CALL ORDER : K90 CONTRACT ID : C00081292N01 COUNTIES : FLUVANNA LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) V241 |( 2 ) M969 |( 3 ) F451 |VESS EXCAVATING, LTD. |MESSER CONTRACTING, L.L.C. |FIELDER'S CHOICE ENTERPRISES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 54100 335.000 LF | 5.80000 1943.00| 3.96000 1326.60| 4.50000 1507.50 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREFORMED 6" THERMOPLASTIC | | | 0450 54300 1.000 EA | 285.00000 285.00| 268.40000 268.40| 236.00000 236.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0460 54402 3.000 EA | 275.00000 825.00| 203.50000 610.50| 262.00000 786.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING BICYCLE ARROW | | | 0470 54402 3.000 EA | 275.00000 825.00| 258.50000 775.50| 262.00000 786.00 NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING BIKE LANE SYMBOL | | | SECTION TOTALS | $ 148,067.73| $ 174,980.61| $ 184,994.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,067.73| $ 174,980.61| $ 184,994.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K91 -1 TABULATION OF BIDS CALL ORDER : K91 CONTRACT ID : C00096940B50 COUNTIES : ROANOKE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/05/12 COMPLETION DATE PROJECT(S) : (NFO)0081-080-779, B650, B65 FED # BR-BR02(312) CONTRACT DESCRIPTION: BRIDGE REPAIRS AND OVERLAY N & SBL RTE. 81 OVER RTE. 642 (ALLEGHANY DR.) 5.1 MI. N. MONTGOMERY C.L. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 2,479,698.48 100.0000% 2 E155 ELK KNOB, INC. $ 2,628,657.83 106.0072% ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 443362.00000 443362.00| 150000.00000 150000.00| MOBILIZATION | | | 0020 10250 95.000 TON | 37.50000 3562.50| 24.00000 2280.00| NS AGGR. MATERIAL AGGR. MATERIAL BASE, | | | TYPE I OR II, NO. 21A OR 21B | | | 0030 10628 2840.000 SY | 9.00000 25560.00| 5.00000 14200.00| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0040 10636 1810.000 TON | 161.32000 291989.20| 162.80000 294668.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0050 10642 6580.000 TON | 104.75000 689255.00| 147.35000 969563.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0060 10700 16320.000 LF | 1.04000 16972.80| 0.75000 12240.00| RUMBLE STRIP, ASPHALT | | | 0070 10701 2770.000 SY | 5.01000 13877.70| 5.06000 14016.20| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0080 13315 4.000 EA | 545.00000 2180.00| 880.00000 3520.00| GUARDRAIL TERMINAL GR-11 | | | 0090 13320 4800.000 LF | 18.26000 87648.00| 20.00000 96000.00| GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K91 -2 TABULATION OF BIDS CALL ORDER : K91 CONTRACT ID : C00096940B50 COUNTIES : ROANOKE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13345 2.000 EA | 2507.00000 5014.00| 2420.00000 4840.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0110 13349 2.000 EA | 708.50000 1417.00| 550.00000 1100.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0120 13355 50.000 LF | 28.34000 1417.00| 27.50000 1375.00| GUARDRAIL GR-10 | | | 0130 13383 2.000 EA | 2452.50000 4905.00| 2420.00000 4840.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13384 5.000 EA | 1471.50000 7357.50| 1320.00000 6600.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. II | | | 0150 13392 1.000 EA | 2507.00000 2507.00| 2475.00000 2475.00| FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0160 13604 8.000 EA | 5000.00000 40000.00| 6000.00000 48000.00| IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 0170 24160 4340.000 SF | 6.59000 28600.60| 30.00000 130200.00| CONSTRUCTION SIGNS | | | 0180 24272 2520.000 HR | 7.00000 17640.00| 17.50000 44100.00| TRUCK MOUNTED ATTENUATOR | | | 0190 24278 91520.000 DAY | 0.01000 915.20| 0.50000 45760.00| GROUP 2 CHANNELIZING DEVICES | | | 0200 24279 9030.000 HR | 7.00000 63210.00| 5.00000 45150.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0210 24281 1100.000 HR | 14.00000 15400.00| 7.50000 8250.00| ELECTRONIC ARROW | | | 0220 24282 560.000 HR | 1.17000 655.20| 15.00000 8400.00| FLAGGER SERVICE | | | 0230 24288 1300.000 DAY | 2.45000 3185.00| 3.00000 3900.00| WARNING LIGHT TY. B | | | 0240 24297 4000.000 LF | 9.00000 36000.00| 22.00000 88000.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0250 24601 4125.000 LF | 1.25000 5156.25| 1.21000 4991.25| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL . . | | | 0260 24702 3.000 EA | 599.50000 1798.50| 550.00000 1650.00| NS REMOVE EXIST. REMOVE EXIST GR-8, TY. | | | I | | | 0270 24702 2.000 EA | 599.50000 1199.00| 550.00000 1100.00| NS REMOVE EXIST. REMOVE EXIST GR-8, TY. | | | II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K91 -3 TABULATION OF BIDS CALL ORDER : K91 CONTRACT ID : C00096940B50 COUNTIES : ROANOKE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54022 20600.000 LF | 0.93000 19158.00| 0.40000 8240.00| TYPE A PAVEMENT LINE MARKING 6" | | | 0290 54076 1900.000 LF | 3.98000 7562.00| 4.14000 7866.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0300 54100 48000.000 LF | 2.35000 112800.00| 2.26000 108480.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. P. M. TYPE D, CLASS III, 6" | | | 0310 54100 56000.000 LF | 3.23000 180880.00| 3.21000 179760.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. P. M. TYPE D, CLASS III, 8" | | | 0320 54100 300.000 LF | 11.45000 3435.00| 9.46000 2838.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST. P.M. TYPE D, CLASS III, 24" | | | 0330 54105 900.000 LF | 2.45000 2205.00| 2.04000 1836.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0340 54217 20.000 EA | 55.86000 1117.20| 137.50000 2750.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0350 54466 30900.000 LF | 2.02000 62418.00| 2.26000 69834.00| CONSTR. PAVE. MARKING (TY. E) 6" | | | 0360 68090 980.000 SY | 5.25000 5145.00| 3.61000 3537.80| BRIDGE DECK GROOVING | | | 0370 68103 420.000 LB | 9.41000 3952.20| 7.00000 2940.00| CORROSION RESISTANT REINF. STEEL | | | SOLID STAINLESS | | | 0380 68258 214.000 SY | 15.00000 3210.00| 11.57000 2475.98| REMOVAL OF ASPHALT CONCRETE OVERLAY | | | 0390 68315 1004.000 SY | 15.00000 15060.00| 7.40000 7429.60| TYPE A MILLING (1 1/2 " DEPTH) | | | 0400 68320 50.000 SY | 390.00000 19500.00| 360.00000 18000.00| TYPE B PATCHING | | | 0410 68330 60.000 SY | 675.00000 40500.00| 525.00000 31500.00| TYPE C PATCHING | | | 0420 68556 270.000 LF | 35.22000 9509.40| 32.00000 8640.00| PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0430 68570 264.000 LF | 29.50000 7788.00| 48.00000 12672.00| EXPANSION JOINT REMOVAL | | | 0440 68908 LUMP| 16087.00000 16087.00| 4500.00000 4500.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SURFACE COLOR COAT. | | | STR. 2006 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K91 -4 TABULATION OF BIDS CALL ORDER : K91 CONTRACT ID : C00096940B50 COUNTIES : ROANOKE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) L005 |( 2 ) E155 |( ) |LANFORD BROTHERS COMPANY, I |ELK KNOB, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 68908 LUMP| 16087.23000 16087.23| 4500.00000 4500.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SURFACE COLOR COAT. | | | STR. 2007 | | | 0460 68910 1140.000 SY | 125.00000 142500.00| 126.00000 143640.00| NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR LATEX HYD.CEM. CONC. (1 | | | 1/4"-1 3/4") | | | SECTION TOTALS | $ 2,479,698.48| $ 2,628,657.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,479,698.48| $ 2,628,657.83| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K92 -1 TABULATION OF BIDS CALL ORDER : K92 CONTRACT ID : C00096291B04 COUNTIES : CULPEPER LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 06/21/12 COMPLETION DATE PROJECT(S) : (NFO)BRDG-967-085,B02,B04 FED # BH-BR07(225) (NFO)BRDG-967-085,B02,B04 FED # BH-BR07(225) CONTRACT DESCRIPTION: DECK REPAIR AND POLYMER OVERLAY VARIOUS STRUCTURES SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 128,983.00 100.0000% 2 I933 INTERSTATE IMPROVEMENT, INC. $ 144,562.50 112.0787% 3 L005 LANFORD BROTHERS COMPANY, INCORPORATED $ 147,023.90 113.9870% 4 M683 M. D. MILLER CO., INC. $ 147,880.00 114.6508% 5 M1117 M & F CONCRETE, INC. $ 156,459.00 121.3020% 6 M640 MARTINS CONSTRUCTION CORP. $ 164,075.00 127.2067% 7 W210 BURLEIGH CONSTRUCTION CO., INC. $ 229,075.00 177.6009% 8 I943 INFRASTRUCTURE CORPORATION OF AMERICA $ 248,072.98 192.3300% ==================================================================================================================================== |( 1 ) M813 |( 2 ) I933 |( 3 ) L005 |MCCLAIN & CO., INC. |INTERSTATE IMPROVEMENT, INC |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 14500.00000 14500.00 MOBILIZATION | | | 0020 24265 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 8000.00000 8000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6015 | | | 0030 24265 LUMP| 12000.00000 12000.00| 16000.00000 16000.00| 10100.00000 10100.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 6134 | | | 0040 54100 1230.000 LF | 10.00000 12300.00| 5.75000 7072.50| 6.33000 7785.90 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL. VI PAVE. LINE MARK. 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K92 -2 TABULATION OF BIDS CALL ORDER : K92 CONTRACT ID : C00096291B04 COUNTIES : CULPEPER LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) I933 |( 3 ) L005 |MCCLAIN & CO., INC. |INTERSTATE IMPROVEMENT, INC |LANFORD BROTHERS COMPANY, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 68574 152.000 LF | 35.00000 5320.00| 20.00000 3040.00| 50.00000 7600.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0060 68638 1290.000 SY | 40.00000 51600.00| 45.00000 58050.00| 52.00000 67080.00 EPOXY CONC. OVERLAY | | | 0070 68902 70.000 LF | 170.00000 11900.00| 350.00000 24500.00| 200.00000 14000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR JOINT RECONSTRUCTION | | | 0080 68902 71.000 LF | 103.00000 7313.00| 100.00000 7100.00| 178.00000 12638.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR PREF. ELAST. JT. SEAL. MOD. | | | 2.5" | | | 0090 68910 7.000 SY | 650.00000 4550.00| 400.00000 2800.00| 760.00000 5320.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR TYPE B PATCHING (VRH) | | | SECTION TOTALS | $ 128,983.00| $ 144,562.50| $ 147,023.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,983.00| $ 144,562.50| $ 147,023.90 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K93 -1 TABULATION OF BIDS CALL ORDER : K93 CONTRACT ID : CM00096271N01 COUNTIES : CULPEPER LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/27/12 COMPLETION DATE PROJECT(S) : (NFO)BRDG-967-076,N501 FED # BR-BR07(256) (NFO)BRDG-967-076,N501 FED # BR-BR07(256) CONTRACT DESCRIPTION: BRIDGE PAINTING - WARRENTON RESIDENCY VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D013 TJC PAINTING CONTRACTORS, INC. $ 998,319.00 100.0000% 2 K129 KLICOS PAINTING COMPANY, INC. $ 1,025,216.00 102.6942% 3 K208 K & K PAINTING, INC. $ 1,136,000.00 113.7913% 4 P1028 PANTHER INDUSTRIAL PAINTING LLC $ 1,184,000.00 118.5994% 5 S1198 SAFFO CONTRACTORS, INC. $ 1,229,404.93 123.1475% 6 V208 V.H.P. ENTERPRISES, INC. $ 1,380,000.00 138.2324% 7 T567 TITAN INDUSTRIAL SERVICES, INC. $ 1,407,000.00 140.9369% 8 B919 BLASTECH ENTERPRISES, INC. $ 1,570,000.00 157.2644% 9 V211 VIMAS PAINTING COMPANY, INC. $ 1,573,000.00 157.5649% 10 A1126 AMSTAR OF WESTERN NEW YORK, INC. $ 1,586,000.00 158.8671% 11 A864 ASTRON GENERAL CONTRACTING COMPANY, INC. $ 1,633,879.00 163.6630% 12 O143 OLYMPUS PAINTING CONTRACTORS, INC. $ 1,689,276.00 169.2120% 13 A1000 ATLAS PAINTING AND SHEETING CORP. $ 1,789,000.00 179.2012% 14 G497 GEMSTONE, LLC $ 1,827,000.00 183.0076% 15 O033 ODYSSEY CONTRACTING CORP. $ 2,882,000.00 288.6853% ==================================================================================================================================== |( 1 ) D013 |( 2 ) K129 |( 3 ) K208 |TJC PAINTING CONTRACTORS, I |KLICOS PAINTING COMPANY, IN |K & K 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 24265 LUMP| 80415.00000 80415.00| 2000.00000 2000.00| 7000.00000 7000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 7151 | | | 0020 24265 LUMP| 39380.00000 39380.00| 2000.00000 2000.00| 7000.00000 7000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 7408 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K93 -2 TABULATION OF BIDS CALL ORDER : K93 CONTRACT ID : CM00096271N01 COUNTIES : CULPEPER LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) D013 |( 2 ) K129 |( 3 ) K208 |TJC PAINTING CONTRACTORS, I |KLICOS PAINTING COMPANY, IN |K & K PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 68472 LUMP| 167530.00000 167530.00| 300000.00000 300000.00| 420000.00000 420000.00 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 7151, TYPE B | | | 0040 68472 LUMP| 82042.00000 82042.00| 232608.00000 232608.00| 296300.00000 296300.00 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 7408, TYPE B | | | 0050 68474 LUMP| 375270.00000 375270.00| 250000.00000 250000.00| 231420.00000 231420.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO. 7151 | | | 0060 68474 LUMP| 183774.00000 183774.00| 232608.00000 232608.00| 154280.00000 154280.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO. 7408 | | | 0070 68490 LUMP| 46908.00000 46908.00| 3000.00000 3000.00| 10000.00000 10000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 7151, TYPE B | | | 0080 68490 LUMP| 23000.00000 23000.00| 3000.00000 3000.00| 10000.00000 10000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 7408, TYPE B | | | SECTION TOTALS | $ 998,319.00| $ 1,025,216.00| $ 1,136,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 998,319.00| $ 1,025,216.00| $ 1,136,000.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K94 -1 TABULATION OF BIDS CALL ORDER : K94 CONTRACT ID : CM00096274N01 COUNTIES : CULPEPER LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 07/31/12 COMPLETION DATE PROJECT(S) : (NFO)BRDG-967-078,N501 FED # BR-BR07(257) (NFO)BRDG-967-078,N501 FED # BR-BR07(257) CONTRACT DESCRIPTION: BRIDGE PAINTING - CULPEPER DISTRICT VARIOUS LOCATIONS - CULPEPER DISTRICT SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D013 TJC PAINTING CONTRACTORS, INC. $ 533,435.00 100.0000% 2 R081 REGLAS PAINTING CO., INC. $ 552,000.00 103.4803% 3 S1198 SAFFO CONTRACTORS, INC. $ 600,886.87 112.6448% 4 K208 K & K PAINTING, INC. $ 632,000.00 118.4774% 5 A1126 AMSTAR OF WESTERN NEW YORK, INC. $ 649,000.00 121.6643% 6 T567 TITAN INDUSTRIAL SERVICES, INC. $ 664,000.00 124.4763% 7 V208 V.H.P. ENTERPRISES, INC. $ 670,000.00 125.6011% 8 V211 VIMAS PAINTING COMPANY, INC. $ 671,500.00 125.8823% 9 A1000 ATLAS PAINTING AND SHEETING CORP. $ 889,000.00 166.6557% 10 G497 GEMSTONE, LLC $ 915,000.00 171.5298% 11 K129 KLICOS PAINTING COMPANY, INC. $ 975,850.00 182.9370% ==================================================================================================================================== |( 1 ) D013 |( 2 ) R081 |( 3 ) S1198 |TJC PAINTING CONTRACTORS, I |REGLAS PAINTING CO., INC. |SAFFO CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 24265 LUMP| 45207.00000 45207.00| 5000.00000 5000.00| 60000.00000 60000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 11489 | | | 0020 24265 LUMP| 18805.00000 18805.00| 5000.00000 5000.00| 20000.00000 20000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. NO. 12369 | | | 0030 68472 LUMP| 94183.00000 94183.00| 250000.00000 250000.00| 180000.00000 180000.00 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 11489, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K94 -2 TABULATION OF BIDS CALL ORDER : K94 CONTRACT ID : CM00096274N01 COUNTIES : CULPEPER LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) D013 |( 2 ) R081 |( 3 ) S1198 |TJC PAINTING CONTRACTORS, I |REGLAS PAINTING CO., INC. |SAFFO CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 68472 LUMP| 39176.00000 39176.00| 100000.00000 100000.00| 70886.87000 70886.87 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 12369, TYPE B | | | 0050 68474 LUMP| 210969.00000 210969.00| 140000.00000 140000.00| 175000.00000 175000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO. 11489 | | | 0060 68474 LUMP| 87754.00000 87754.00| 35000.00000 35000.00| 75000.00000 75000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. NO. 12369 | | | 0070 68490 LUMP| 26371.00000 26371.00| 10000.00000 10000.00| 15000.00000 15000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 11489, TYPE B | | | 0080 68490 LUMP| 10970.00000 10970.00| 7000.00000 7000.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. NO. 12369, TYPE B | | | SECTION TOTALS | $ 533,435.00| $ 552,000.00| $ 600,886.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 533,435.00| $ 552,000.00| $ 600,886.87 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K97 -1 TABULATION OF BIDS CALL ORDER : K97 CONTRACT ID : C00100827N01 COUNTIES : FREDERICKSBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/06/13 COMPLETION DATE PROJECT(S) : (NFO) 9999-966-S12,N501 FED # STP-TS00(247) CONTRACT DESCRIPTION: REGIONAL PAVE. MARKER/MARKING CONTRACT FRED. DIST. VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 298,663.00 100.0000% 2 I198 INTERSTATE ROAD MANAGEMENT CORPORATION $ 340,932.00 114.1527% ==================================================================================================================================== |( 1 ) A231 |( 2 ) I198 |( ) |A ANNANDALE, INC. |INTERSTATE ROAD MANAGEMENT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 36960.000 LF | 1.00000 36960.00| 0.55000 20328.00| RUMBLE STRIP, ASPHALT | | | 0020 10701 6858.000 SY | 2.50000 17145.00| 2.00000 13716.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0030 24272 600.000 HR | 40.00000 24000.00| 1.00000 600.00| TRUCK MOUNTED ATTENUATOR | | | 0040 24278 500.000 DAY | 1.00000 500.00| 1.00000 500.00| GROUP 2 CHANNELIZING DEVICES | | | 0050 24279 350.000 HR | 1.00000 350.00| 1.00000 350.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0060 24281 600.000 HR | 1.00000 600.00| 1.00000 600.00| ELECTRONIC ARROW | | | 0070 24282 400.000 HR | 1.00000 400.00| 35.00000 14000.00| FLAGGER SERVICE | | | 0080 54020 60000.000 LF | 0.16000 9600.00| 0.25000 15000.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0090 54022 5000.000 LF | 0.24000 1200.00| 0.35000 1750.00| TYPE A PAVEMENT LINE MARKING 6" | | | 0100 54024 2500.000 LF | 0.32000 800.00| 0.50000 1250.00| TYPE A PAVEMENT LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K97 -2 TABULATION OF BIDS CALL ORDER : K97 CONTRACT ID : C00100827N01 COUNTIES : FREDERICKSBURG LETTING DATE : 01/25/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) I198 |( ) |A ANNANDALE, INC. |INTERSTATE ROAD MANAGEMENT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 54032 54000.000 LF | 0.48000 25920.00| 0.65000 35100.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0120 54034 5000.000 LF | 1.40000 7000.00| 1.00000 5000.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0130 54037 2500.000 LF | 0.96000 2400.00| 1.50000 3750.00| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0140 54042 1500.000 LF | 10.00000 15000.00| 13.00000 19500.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0150 54075 10000.000 LF | 2.79000 27900.00| 3.50000 35000.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0160 54077 2000.000 LF | 4.57000 9140.00| 6.50000 13000.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0170 54101 25.000 EA | 600.00000 15000.00| 500.00000 12500.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | LANE REDUCTION ARROW | | | 0180 54105 10000.000 LF | 0.68000 6800.00| 0.75000 7500.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0190 54106 1000.000 SF | 4.00000 4000.00| 5.00000 5000.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0200 54210 500.000 EA | 24.00000 12000.00| 65.00000 32500.00| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0210 54216 3874.000 EA | 12.00000 46488.00| 12.00000 46488.00| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0220 54217 700.000 EA | 26.00000 18200.00| 40.00000 28000.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0230 54218 10.000 EA | 36.00000 360.00| 50.00000 500.00| SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0240 54300 30.000 EA | 70.00000 2100.00| 200.00000 6000.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0250 54310 20.000 EA | 140.00000 2800.00| 350.00000 7000.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0260 54400 20.000 EA | 300.00000 6000.00| 400.00000 8000.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0270 54401 5.000 EA | 600.00000 3000.00| 600.00000 3000.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | 0280 54404 5.000 EA | 600.00000 3000.00| 1000.00000 5000.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 298,663.00| $ 340,932.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,663.00| $ 340,932.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K98 -1 TABULATION OF BIDS CALL ORDER : K98 CONTRACT ID : C00100915N01 COUNTIES : RICHMOND LETTING DATE : 01/25/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/06/13 COMPLETION DATE PROJECT(S) : (NFO) 9999-964-S93,N501 FED # STP-964-4(104) CONTRACT DESCRIPTION: REGIONAL PAVEMENT MARKER/MARKING CONTRACT RICHMOND DIST. VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A231 A ANNANDALE, INC. $ 277,625.00 100.0000% 2 A456 A & G ENTERPRISES, INC. $ 309,100.00 111.3372% ==================================================================================================================================== |( 1 ) A231 |( 2 ) A456 |( ) |A ANNANDALE, INC. |A & G ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0020 10700 34500.000 LF | 1.00000 34500.00| 1.25000 43125.00| RUMBLE STRIP, ASPHALT | | | 0030 10701 6750.000 SY | 2.50000 16875.00| 3.00000 20250.00| LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0050 24272 600.000 HR | 1.00000 600.00| 5.00000 3000.00| TRUCK MOUNTED ATTENUATOR | | | 0060 24278 500.000 DAY | 1.00000 500.00| 1.00000 500.00| GROUP 2 CHANNELIZING DEVICES | | | 0070 24279 350.000 HR | 1.00000 350.00| 1.00000 350.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0080 24281 600.000 HR | 1.00000 600.00| 1.00000 600.00| ELECTRONIC ARROW | | | 0090 24282 400.000 HR | 1.00000 400.00| 1.00000 400.00| FLAGGER SERVICE | | | 0100 54020 50000.000 LF | 0.16000 8000.00| 0.19000 9500.00| TYPE A PAVEMENT LINE MARKING 4" | | | 0110 54022 5000.000 LF | 0.24000 1200.00| 0.20000 1000.00| TYPE A PAVEMENT LINE MARKING 6" | | | 0120 54024 2500.000 LF | 0.32000 800.00| 0.25000 625.00| TYPE A PAVEMENT LINE MARKING 8" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K98 -2 TABULATION OF BIDS CALL ORDER : K98 CONTRACT ID : C00100915N01 COUNTIES : RICHMOND LETTING DATE : 01/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) A456 |( ) |A ANNANDALE, INC. |A & G ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 54032 42000.000 LF | 0.48000 20160.00| 0.50000 21000.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0140 54034 5000.000 LF | 1.40000 7000.00| 1.00000 5000.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0150 54037 2500.000 LF | 0.96000 2400.00| 1.25000 3125.00| TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0160 54042 1500.000 LF | 10.00000 15000.00| 10.00000 15000.00| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0170 54075 10000.000 LF | 2.79000 27900.00| 3.50000 35000.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0180 54076 4000.000 LF | 3.68000 14720.00| 3.00000 12000.00| TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 0190 54077 2000.000 LF | 4.57000 9140.00| 6.00000 12000.00| TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 0200 54101 25.000 EA | 600.00000 15000.00| 625.00000 15625.00| NS PAVEMENT MARKING PAVEMENT MARKING | | | LANE REDUCTION ARROW | | | 0210 54105 9000.000 LF | 0.68000 6120.00| 0.60000 5400.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0220 54106 1000.000 SF | 4.00000 4000.00| 5.00000 5000.00| ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0230 54210 500.000 EA | 24.00000 12000.00| 20.00000 10000.00| REMOVE EXIST. RAISED PAVEMENT MARKER | | | 0240 54216 3800.000 EA | 12.00000 45600.00| 15.00000 57000.00| REPLACE LENS (SNOW PLOW. RAISED MARKER) | | | 0250 54217 700.000 EA | 26.00000 18200.00| 26.00000 18200.00| SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0260 54218 10.000 EA | 36.00000 360.00| 100.00000 1000.00| SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 0270 54300 30.000 EA | 70.00000 2100.00| 65.00000 1950.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0280 54310 15.000 EA | 140.00000 2100.00| 130.00000 1950.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0290 54400 20.000 EA | 300.00000 6000.00| 300.00000 6000.00| PAVEMENT MESSAGE MARK. "ONLY" | | | 0300 54401 5.000 EA | 600.00000 3000.00| 600.00000 3000.00| PAVE. MESSAGE MARK. SCHOOL ZONE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : K98 -3 TABULATION OF BIDS CALL ORDER : K98 CONTRACT ID : C00100915N01 COUNTIES : RICHMOND LETTING DATE : 01/25/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A231 |( 2 ) A456 |( ) |A ANNANDALE, INC. |A & G ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 54404 5.000 EA | 600.00000 3000.00| 300.00000 1500.00| PAVE. MESSAGE MARK. R/R CROSSING | | | SECTION TOTALS | $ 277,625.00| $ 309,100.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,625.00| $ 309,100.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : R70 -1 TABULATION OF BIDS CALL ORDER : R70 CONTRACT ID : C0082274N01 COUNTIES : GREENE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 10/20/12 COMPLETION DATE PROJECT(S) : 0634-039-P32, P101, N501 FED # N/A 0634-039-P32, P101, N501 FED # N/A CONTRACT DESCRIPTION: INSTALL BOX AND REBUILD APPROACHES 1.80 MI. S. RTE. 33 1.74 MI. S. RTE. 33 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P019 PLECKER CONSTRUCTION COMPANY $ 244,922.63 100.0000% 2 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 245,663.99 100.3027% 3 N999 NEW LOOK CONSTRUCTION LLC $ 249,849.25 102.0115% 4 C024 A. R. COFFEY AND SONS, INC. $ 267,087.84 109.0499% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 279,240.00 114.0115% 6 G181 GENERAL EXCAVATION, INC. $ 343,086.02 140.0793% 7 W210 BURLEIGH CONSTRUCTION CO., INC. $ 374,950.75 153.0895% 8 V241 VESS EXCAVATING, LTD. $ 376,867.50 153.8721% ==================================================================================================================================== |( 1 ) P019 |( 2 ) H004 |( 3 ) N999 |PLECKER CONSTRUCTION COMPAN |HALEY, CHISHOLM & MORRIS, I |NEW LOOK CONSTRUCTION LLC 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| 12500.00000 12500.00| 30230.46000 30230.46| 22000.00000 22000.00 MOBILIZATION | | | 0020 00101 LUMP| 2500.00000 2500.00| 3213.00000 3213.00| 3800.00000 3800.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 20000.00000 20000.00| 7467.13000 7467.13| 15450.00000 15450.00 GRADING | | | 0040 00140 230.000 CY | 30.00000 6900.00| 20.71000 4763.30| 28.00000 6440.00 BORROW EXCAVATION | | | 0050 00212 308.000 CY | 25.00000 7700.00| 19.33000 5953.64| 8.00000 2464.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0060 00522 28.000 CY | 200.00000 5600.00| 807.21000 22601.88| 875.00000 24500.00 CONCRETE CLASS A4 BOX CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : R70 -2 TABULATION OF BIDS CALL ORDER : R70 CONTRACT ID : C0082274N01 COUNTIES : GREENE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) H004 |( 3 ) N999 |PLECKER CONSTRUCTION COMPAN |HALEY, CHISHOLM & MORRIS, I |NEW LOOK CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 00523 30.000 LF | 4050.00000 121500.00| 3451.63000 103548.90| 3450.00000 103500.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT QUAD LINE 8' X 6' | | | 0080 00540 2080.000 LB | 2.00000 4160.00| 0.21000 436.80| 1.50000 3120.00 REINF. STEEL | | | 0090 00700 24.000 LF | 10.00000 240.00| 16.07000 385.68| 30.00000 720.00 POST INSTALLATION INSPECTION | | | 0100 01150 24.000 LF | 25.00000 600.00| 43.03000 1032.72| 44.00000 1056.00 15" PIPE | | | 0110 06150 2.000 EA | 250.00000 500.00| 294.74000 589.48| 620.00000 1240.00 15" END SECTION ES-1 OR 2 | | | 0120 09150 120.000 TON | 35.00000 4200.00| 62.04000 7444.80| 36.50000 4380.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0130 10090 196.000 TON | 25.00000 4900.00| 20.29000 3976.84| 29.00000 5684.00 AGGR. MATL. NO. 21A | | | 0140 10635 36.000 TON | 247.50000 8910.00| 240.98000 8675.28| 230.00000 8280.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0150 10642 42.000 TON | 220.00000 9240.00| 214.20000 8996.40| 240.00000 10080.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0160 13375 70.000 LF | 110.00000 7700.00| 107.10000 7497.00| 68.00000 4760.00 RAILING, TEXAS T-6 | | | 0170 14260 98.000 TON | 25.00000 2450.00| 20.29000 1988.42| 25.00000 2450.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0180 24100 40.000 HR | 1.00000 40.00| 28.60000 1144.00| 10.00000 400.00 ALLAYING DUST | | | 0190 24152 4.000 EA | 400.00000 1600.00| 407.13000 1628.52| 325.00000 1300.00 TYPE III BARRICADE 8' | | | 0200 24160 468.000 SF | 15.00000 7020.00| 21.46000 10043.28| 18.50000 8658.00 CONSTRUCTION SIGNS | | | 0210 24278 333.000 DAY | 1.00000 333.00| 1.16000 386.28| 1.25000 416.25 GROUP 2 CHANNELIZING DEVICES | | | 0220 24430 91.000 SY | 10.00000 910.00| 9.42000 857.22| 3.00000 273.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0230 26271 25.000 TON | 45.00000 1125.00| 104.94000 2623.50| 39.00000 975.00 NS DRY RIPRAP DRY RIPRAP CLASS I (ST'D | | | EC-13) | | | 0240 27102 10.000 LB | 100.00000 1000.00| 11.79000 117.90| 35.00000 350.00 REGULAR SEED | | | 0250 27103 6.000 LB | 50.00000 300.00| 11.79000 70.74| 35.00000 210.00 OVERSEEDING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 03/01/12 PAGE : R70 -3 TABULATION OF BIDS CALL ORDER : R70 CONTRACT ID : C0082274N01 COUNTIES : GREENE LETTING DATE : 01/25/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) P019 |( 2 ) H004 |( 3 ) N999 |PLECKER CONSTRUCTION COMPAN |HALEY, CHISHOLM & MORRIS, I |NEW LOOK CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 27250 0.100 TON | 1000.00000 100.00| 249.95000 25.00| 1900.00000 190.00 LIME | | | 0270 27284 276.000 SY | 2.00000 552.00| 0.55000 151.80| 1.50000 414.00 EROSION CONTROL MULCH | | | 0280 27336 48.000 SY | 60.00000 2880.00| 3.66000 175.68| 9.50000 456.00 TEMP. DIVERSION CHANNEL LINING CL. A | | | 0290 27415 11.000 EA | 250.00000 2750.00| 142.91000 1572.01| 240.00000 2640.00 CHECK DAM(ROCK) TY. II | | | 0300 27422 2.000 EA | 500.00000 1000.00| 192.87000 385.74| 3200.00000 6400.00 DEWATERING BASIN | | | 0310 27430 63.000 CY | 0.01000 0.63| 20.37000 1283.31| 7.00000 441.00 SILTATION CONTROL EXCAVATION | | | 0320 27506 302.000 LF | 3.00000 906.00| 2.95000 890.90| 2.50000 755.00 TEMP. FILTER BARRIER | | | 0330 27552 15.000 TON | 50.00000 750.00| 23.66000 354.90| 25.00000 375.00 NS NO. 57 STONE NO. 57 STONE BEDDING | | | MATL. | | | 0340 50012 6.000 EA | 100.00000 600.00| 321.30000 1927.80| 150.00000 900.00 ROAD EDGE DELINEATOR, ED-2 | | | 0350 50108 42.000 SF | 20.00000 840.00| 26.78000 1124.76| 34.00000 1428.00 SIGN PANEL | | | 0360 50430 28.000 LF | 12.00000 336.00| 21.42000 599.76| 23.00000 644.00 SIGN POST STP-1 2" | | | 0370 50434 28.000 LF | 10.00000 280.00| 45.89000 1284.92| 25.00000 700.00 SIGN POST STP-1 2 1/2" | | | 0380 50490 8.000 EA | 250.00000 2000.00| 26.78000 214.24| 250.00000 2000.00 CONCRETE FOUNDATION STP-1 | | | SECTION TOTALS | $ 244,922.63| $ 245,663.99| $ 249,849.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,922.63| $ 245,663.99| $ 249,849.25 ====================================================================================================================================