E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A03 -1 TABULATION OF BIDS CALL ORDER : A03 CONTRACT ID : C00093286B08B COUNTIES : PRINCE GEORGE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/19/13 COMPLETION DATE PROJECT(S) : 0156-074-724, B608 FED # BH-BR04(237) CONTRACT DESCRIPTION: RTE 156 OVER JAMES RIVER PILE JACKING & SUBSTRUCTURE REPAIR 1.8 MI. N. OF RTE. 10 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 C044 T. J. CROOKS, INC. $ 2,699,448.00 100.0000% 2 S048 SUBURBAN GRADING & UTILITIES, INC. $ 2,747,625.00 101.7847% 3 M040 ORION MARINE CONSTRUCTION, INC. $ 3,311,358.00 122.6680% 4 F237 FREYSSINET, INC. $ 3,320,564.00 123.0090% 5 C176 COASTAL GUNITE CONSTRUCTION COMPANY $ 3,325,911.00 123.2071% 6 C097 CORMAN CONSTRUCTION, INC. $ 3,374,480.00 125.0063% 7 M671 MARINE TECHNOLOGIES, INC. $ 3,498,415.00 129.5974% 8 M003 MAGANN CORPORATION, W. F. $ 4,289,335.00 158.8967% ==================================================================================================================================== |( 1 ) C044 |( 2 ) S048 |( 3 ) M040 |T. J. CROOKS, INC. |SUBURBAN GRADING & UTILITIE |ORION MARINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 170483.00000 170483.00| 115600.00000 115600.00| 175500.00000 175500.00 MOBILIZATION | | | 0020 25506 14.000 MO | 1500.00000 21000.00| 3750.00000 52500.00| 2747.00000 38458.00 FIELD OFFICE TY.II | | | 0030 68347 173.000 SY | 68.00000 11764.00| 90.00000 15570.00| 247.00000 42731.00 GRAVITY FILL POLYMER CRACK SEALING | | | 0040 68910 3444.000 SY | 24.00000 82656.00| 30.00000 103320.00| 43.00000 148092.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR CONC. SURFACE PENETRANT | | | SEALER | | | 0050 69464 2648.000 LF | 675.00000 1787400.00| 750.00000 1986000.00| 894.00000 2367312.00 F.R.P. JACKET (24" SQUARE PILES) | | | 0060 69500 261.000 SY | 1810.00000 472410.00| 1200.00000 313200.00| 1415.00000 369315.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A03 -2 TABULATION OF BIDS CALL ORDER : A03 CONTRACT ID : C00093286B08B COUNTIES : PRINCE GEORGE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) C044 |( 2 ) S048 |( 3 ) M040 |T. J. CROOKS, INC. |SUBURBAN GRADING & UTILITIE |ORION MARINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 69750 28.000 SY | 480.00000 13440.00| 290.00000 8120.00| 795.00000 22260.00 CONCRETE SLAB SLOPE PROTECTION 6" | | | 0080 69901 669.000 LF | 55.00000 36795.00| 135.00000 90315.00| 135.00000 90315.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR PRESSURE SEALING CRACKS | | | 0090 69905 2250.000 EA | 46.00000 103500.00| 28.00000 63000.00| 25.50000 57375.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR EMBEDDED GALVANIC ANODE TY 1| | | SECTION TOTALS | $ 2,699,448.00| $ 2,747,625.00| $ 3,311,358.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,699,448.00| $ 2,747,625.00| $ 3,311,358.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -1 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 05/15/13 COMPLETION DATE PROJECT(S) : (NFO) 0247-122-187,M501 FED # HSIP-5A03(502 ) (NFO) 0247-122-187,M501 FED # HSIP-5A03(502 ) (NFO) 0165-122-190,M501 FED # HSIP-5A03(422) OTHERS CONTRACT DESCRIPTION: UPGRADE EXISTING TRAFFIC SIGNAL 0.060 MI. W. MILITARY HWY. AND FROM: 0.033 MI. S. RTE. 192 0.024 MI. E. MILITARY HWY. TO: 0.017 MI. N. RTE. 192 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E927 EXCEL PAVING CORPORATION $ 711,409.70 100.0000% 2 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 775,607.40 109.0240% ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | 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| 50000.00000 50000.00| 50500.00000 50500.00| MOBILIZATION | | | 0020 00102 LUMP| 4500.00000 4500.00| 13100.00000 13100.00| CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00125 LUMP| 63450.00000 63450.00| 26640.00000 26640.00| GRADING | | | 0040 00142 509.000 CY | 20.00000 10180.00| 24.25000 12343.25| BORROW EXCAVATION MIN. CBR-20 | | | 0050 00525 3.000 CY | 200.00000 600.00| 246.00000 738.00| CONCRETE CLASS A3 MISC. | | | 0060 09246 2.000 SY | 200.00000 400.00| 246.00000 492.00| NS PAVED DITCH PAVED DITCH PG-5 MOD. | | | 0070 10128 157.000 TON | 45.00000 7065.00| 124.00000 19468.00| AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -2 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10628 182.000 SY | 30.00000 5460.00| 42.50000 7735.00| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0090 10635 14.000 TON | 20.00000 280.00| 244.00000 3416.00| ASPHALT CONCRETE TY. SM-9.5A | | | 0100 10636 49.000 TON | 20.00000 980.00| 244.00000 11956.00| ASPHALT CONCRETE TY. SM-9.5D | | | 0110 10642 23.000 TON | 197.00000 4531.00| 239.00000 5497.00| ASPHALT CONCRETE TY. BM-25.0A | | | 0120 10643 97.000 TON | 197.00000 19109.00| 239.00000 23183.00| ASPHALT CONCRETE TY. BM-25.0D | | | 0130 11070 588.000 LF | 5.50000 3234.00| 6.70000 3939.60| NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (12" DEPTH) | | | 0140 11070 607.000 LF | 8.00000 4856.00| 9.70000 5887.90| NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | ASPHALT PAVEMENT FULL DEPTH | | | 0150 11071 140.000 LF | 8.00000 1120.00| 9.70000 1358.00| NS SAW-CUT HYDR.CEM.CONC.PAVE. SAW-CUT | | | HYD.CEM.CON.PAV HYDRAULIC CEMENT CONC. | | | FULL DEPTH | | | 0160 12020 68.000 LF | 20.00000 1360.00| 30.75000 2091.00| STD. CURB CG-2 | | | 0170 12022 160.000 LF | 20.00000 3200.00| 30.75000 4920.00| RADIAL CURB CG-2 | | | 0180 12025 160.000 LF | 22.00000 3520.00| 37.00000 5920.00| NS CURB CURB CG-6 MOD. | | | 0190 12030 295.000 LF | 22.00000 6490.00| 30.75000 9071.25| STD. CURB CG-3 | | | 0200 12032 29.000 LF | 25.00000 725.00| 37.00000 1073.00| RADIAL CURB CG-3 | | | 0210 12035 266.000 LF | 18.00000 4788.00| 30.75000 8179.50| NS RADIAL CURB RADIAL CURB CG-6 MOD. | | | 0220 12600 53.000 LF | 18.00000 954.00| 37.00000 1961.00| STD. COMB. CURB & GUTTER CG-6 | | | 0230 12610 39.000 LF | 18.00000 702.00| 37.00000 1443.00| RADIAL COMB. CURB & GUTTER CG-6 | | | 0240 12700 37.000 LF | 25.00000 925.00| 37.00000 1369.00| STD. COMB. CURB & GUTTER CG-7 | | | 0250 12710 36.000 LF | 25.00000 900.00| 37.00000 1332.00| RADIAL COMB. CURB & GUTTER CG-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -3 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 13108 9.000 SY | 200.00000 1800.00| 246.00000 2214.00| CG-12 DETECTABLE WARNING SURFACE | | | 0270 13220 328.000 SY | 30.00000 9840.00| 39.50000 12956.00| HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0280 13222 53.000 SY | 38.00000 2014.00| 46.75000 2477.75| HYDRAULIC CEMENT CONC. SIDEWALK 7" | | | 0290 13244 592.000 LF | 5.00000 2960.00| 8.50000 5032.00| NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS (FULL DEPTH) | | | 0300 21110 5.000 SY | 150.00000 750.00| 246.00000 1230.00| MEDIAN STRIP MS-1A | | | 0310 24152 22.000 EA | 300.00000 6600.00| 396.00000 8712.00| TYPE III BARRICADE 8' | | | 0320 24160 448.000 SF | 25.00000 11200.00| 10.30000 4614.40| CONSTRUCTION SIGNS | | | 0330 24272 672.000 HR | 30.00000 20160.00| 19.85000 13339.20| TRUCK MOUNTED ATTENUATOR | | | 0340 24278 14448.000 DAY | 0.50000 7224.00| 1.90000 27451.20| GROUP 2 CHANNELIZING DEVICES | | | 0350 24281 1344.000 HR | 15.00000 20160.00| 6.35000 8534.40| ELECTRONIC ARROW | | | 0360 24282 120.000 HR | 45.00000 5400.00| 26.25000 3150.00| FLAGGER SERVICE | | | 0370 24420 326.000 SY | 20.00000 6520.00| 24.25000 7905.50| DEMOLITION OF PAVEMENT (RIGID) | | | 0380 24430 1315.000 SY | 10.00000 13150.00| 12.15000 15977.25| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0390 24500 5.000 SY | 200.00000 1000.00| 243.00000 1215.00| NS REMOVE EXIST. REMOVE EXIST. MS-1A | | | MEDIAN | | | 0400 27022 0.510 ACRE| 14000.00000 7140.00| 17000.00000 8670.00| TOPSOIL CLASS B 2" | | | 0410 27102 120.000 LB | 28.00000 3360.00| 30.25000 3630.00| REGULAR SEED | | | 0420 27103 47.000 LB | 17.00000 799.00| 18.20000 855.40| OVERSEEDING | | | 0430 27215 1.060 TON | 2200.00000 2332.00| 2430.00000 2575.80| FERTILIZER(15-30-15) | | | 0440 27250 2.000 TON | 550.00000 1100.00| 607.00000 1214.00| LIME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -4 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 27284 750.000 SY | 2.00000 1500.00| 1.20000 900.00| EROSION CONTROL MULCH | | | 0460 27321 72.000 SY | 6.00000 432.00| 6.05000 435.60| PROTECTIVE COVERING EC-2 | | | 0470 27415 3.000 EA | 305.00000 915.00| 334.00000 1002.00| CHECK DAM(ROCK) TY. II | | | 0480 27430 208.000 CY | 20.00000 4160.00| 24.25000 5044.00| SILTATION CONTROL EXCAVATION | | | 0490 27451 3.000 EA | 100.00000 300.00| 364.00000 1092.00| INLET PROTECTION TYPE A | | | 0500 27461 2.000 EA | 100.00000 200.00| 334.00000 668.00| INLET PROTECTION TYPE B | | | 0510 27506 1160.000 LF | 1.50000 1740.00| 3.35000 3886.00| TEMP. FILTER BARRIER | | | 0520 50108 334.000 SF | 30.00000 10020.00| 27.75000 9268.50| SIGN PANEL | | | 0530 50430 110.000 LF | 10.00000 1100.00| 19.80000 2178.00| SIGN POST STP-1 2" | | | 0540 50432 60.000 LF | 10.00000 600.00| 12.95000 777.00| SIGN POST STP-1 2 3/16" | | | 0550 50434 150.000 LF | 10.00000 1500.00| 54.00000 8100.00| SIGN POST STP-1 2 1/2" | | | 0560 50490 25.000 EA | 100.00000 2500.00| 208.00000 5200.00| CONCRETE FOUNDATION STP-1 | | | 0570 50902 6.000 EA | 50.00000 300.00| 119.00000 714.00| NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXIST. GRD. MTD. SIGN PANEL | | | 0580 50902 2.000 EA | 100.00000 200.00| 81.75000 163.50| NS TRAFFIC SIGN TRAFFIC SIGN REM & | | | DISPOSE EXIST. SIGN STR. & PANEL | | | 0590 50902 3.000 EA | 100.00000 300.00| 54.50000 163.50| NS TRAFFIC SIGN TRAFFIC SIGN REM./DISP. | | | EXIST. GRD.MTD. SIGN PANEL | | | 0600 50902 4.000 EA | 100.00000 400.00| 81.75000 327.00| NS TRAFFIC SIGN TRAFFIC SIGN REM./DISP. | | | EXIST. GRD.MTD. STR. & PANEL | | | 0610 50902 1.000 EA | 100.00000 100.00| 163.00000 163.00| NS TRAFFIC SIGN TRAFFIC SIGN REM./DISP. | | | EXIST. GRD.MTD. STRUCTURE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -5 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 50902 4.000 EA | 50.00000 200.00| 40.75000 163.00| NS TRAFFIC SIGN TRAFFIC SIGN REM. | | | /SALVAGE EX. GRD. MTD. SIGN PANEL | | | 0630 51176 1.000 EA | 4400.00000 4400.00| 1520.00000 1520.00| ELECTRICAL SERVICE SE-11 TYPE B | | | 0640 51184 73.000 EA | 137.00000 10001.00| 190.00000 13870.00| TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0650 51198 6.000 EA | 165.00000 990.00| 187.00000 1122.00| PEDESTRIAN ACTUATION PA-2 | | | 0660 51199 2.000 EA | 605.00000 1210.00| 452.00000 904.00| PEDESTRIAN ACTUATION PA-3 | | | 0670 51210 4.000 EA | 825.00000 3300.00| 560.00000 2240.00| PEDESTAL POLE PF-2 10' | | | 0680 51238 40.000 CY | 770.00000 30800.00| 674.00000 26960.00| CONCRETE FOUNDATION SIGNAL POLE PF-8 | | | 0690 51240 4.000 EA | 990.00000 3960.00| 744.00000 2976.00| CONCRETE FOUNDATION PF-2 | | | 0700 51260 8.000 CY | 495.00000 3960.00| 701.00000 5608.00| NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION CCTV POLE FOUNDATION | | | 0710 51412 2.000 EA | 11330.00000 22660.00| 9960.00000 19920.00| SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 50' | | | 0720 51422 1.000 EA | 11550.00000 11550.00| 10300.00000 10300.00| SIGNAL POLE MP-1 COMB. LUMIN. ONE ARM | | | 60' | | | 0730 51425 1.000 EA | 17050.00000 17050.00| 14960.00000 14960.00| NS SIGNAL POLE SIGNAL POLE MP-1 COMB. | | | LUMIN. ONE ARM 75' | | | 0740 51597 700.000 LF | 1.10000 770.00| 1.35000 945.00| 8/2 CONDUCTOR CABLE | | | 0750 51598 40.000 LF | 1.10000 44.00| 6.45000 258.00| 8/3 CONDUCTOR CABLE | | | 0760 51601 1500.000 LF | 1.05000 1575.00| 1.25000 1875.00| 14/3 CONDUCTOR CABLE | | | 0770 51603 3650.000 LF | 1.10000 4015.00| 1.40000 5110.00| 14/5 CONDUCTOR CABLE | | | 0780 51607 3515.000 LF | 1.20000 4218.00| 1.65000 5799.75| 14/7 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -6 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 51614 250.000 LF | 1.65000 412.50| 1.20000 300.00| NS CONDUCTOR CABLE CONDUCTOR CABLE #8 | | | EQUIPMENT GROUNDINGCONDUCTOR CABLE | | | 0800 51614 1375.000 LF | 1.20000 1650.00| 1.15000 1581.25| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | EMERGENCY PREEMPTION DETECTOR CABLE | | | 0810 51614 350.000 LF | 17.60000 6160.00| 18.25000 6387.50| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | RE-USE EXISTING FIBER OPTIC CABLE | | | 0820 51614 975.000 LF | 1.35000 1316.25| 1.80000 1755.00| NS CONDUCTOR CABLE CONDUCTOR CABLE | | | VIDEO DETECTION CABLE | | | 0830 51615 475.000 LF | 0.75000 356.25| 0.65000 308.75| 14/1 ENCLOSED COND. CABLE | | | 0840 51700 200.000 LF | 1.10000 220.00| 3.85000 770.00| 14/2 CONDUCTOR CABLE SHIELDED | | | 0850 51822 10.000 EA | 247.50000 2475.00| 168.00000 1680.00| HANGER ASSEMBLY SW-1 OR 2, ONE WAY | | | 0860 51830 12.000 EA | 275.00000 3300.00| 228.00000 2736.00| HANGER ASSEMBLY SM-3, ONE WAY | | | 0870 51832 1.000 EA | 82.50000 82.50| 264.00000 264.00| HANGER ASSEMBLY SMB-1, ONE WAY | | | 0880 51835 4.000 EA | 253.00000 1012.00| 293.00000 1172.00| HANGER ASSEMBLY SMB-2, TWO WAY | | | 0890 51912 140.000 LF | 8.80000 1232.00| 3.70000 518.00| SAW CUT 3/8" | | | 0900 51913 100.000 LF | 11.00000 1100.00| 3.45000 345.00| SAWCUT 5/8" | | | 0910 52000 LUMP| 2200.00000 2200.00| 2620.00000 2620.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MODIFY EXISTING | | | SIGNAL(RTE. 165) | | | 0920 52000 LUMP| 1650.00000 1650.00| 3080.00000 3080.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM. & DISP. EX. SIG. | | | EQUIP. (RTE. 165) | | | 0930 52000 LUMP| 5720.00000 5720.00| 4360.00000 4360.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM. & DISP. EX. SIG. | | | EQUIP. (RTE. 247) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -7 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 52000 LUMP| 1650.00000 1650.00| 655.00000 655.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM. & SALV. EX. SIG. | | | EQUIP. (RTE. 165) | | | 0950 52000 LUMP| 1650.00000 1650.00| 675.00000 675.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REM. & SALV. EX. SIG. | | | EQUIP. (RTE. 247) | | | 0960 52000 LUMP| 5500.00000 5500.00| 27950.00000 27950.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TRAFFIC CONTROL | | | SIGNAL (RTE. 165) | | | 0970 52000 LUMP| 11000.00000 11000.00| 31600.00000 31600.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. TRAFFIC CONTROL | | | SIGNAL (RTE. 247) | | | 0980 52002 4.000 EA | 2200.00000 8800.00| 1790.00000 7160.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA | | | 0990 52002 1.000 EA | 4620.00000 4620.00| 4780.00000 4780.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CCTV CAMERA | | | 1000 52002 1.000 EA | 5060.00000 5060.00| 4390.00000 4390.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CCTV POLE | | | 1010 52002 1.000 EA | 1650.00000 1650.00| 1330.00000 1330.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONCRETE FOUNDATION, | | | CF-3 (UPS) | | | 1020 52002 1.000 EA | 21780.00000 21780.00| 18450.00000 18450.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER ASSEMBLY | | | (MODEL 332A) | | | 1030 52002 1.000 EA | 7480.00000 7480.00| 7290.00000 7290.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | (4-WAY) | | | 1040 52002 1.000 EA | 5280.00000 5280.00| 6180.00000 6180.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION, | | | 2-WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -8 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 52002 4.000 EA | 1650.00000 6600.00| 741.00000 2964.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM, 15' | | | 1060 52002 1.000 EA | 3410.00000 3410.00| 4250.00000 4250.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 1070 52002 4.000 EA | 247.50000 990.00| 329.00000 1316.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 1080 52002 1.000 EA | 4290.00000 4290.00| 1290.00000 1290.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 1090 52002 1.000 EA | 17490.00000 17490.00| 17260.00000 17260.00| NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | EQUIPMENT | | | 1100 52403 8.000 EA | 687.50000 5500.00| 436.00000 3488.00| PEDESTRIAN SIGNAL HEAD SP-8 | | | 1110 54032 280.000 LF | 1.10000 308.00| 2.45000 686.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1120 54034 700.000 LF | 1.10000 770.00| 3.65000 2555.00| TYPE B CLASS I PAVE. LINE MARKING 6" | | | 1130 54042 285.000 LF | 3.30000 940.50| 4.85000 1382.25| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1140 54105 900.000 LF | 0.85000 765.00| 1.80000 1620.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 1150 54242 22.000 EA | 11.00000 242.00| 30.25000 665.50| TEMP. PAVE. MARKER 2 WAY | | | 1160 54402 3.000 EA | 165.00000 495.00| 267.00000 801.00| NS PAVE. MESSAGE MARKING PAVE. MESSAGE | | | MARKING PREF. THERMO. ELONG. ARROW | | | SINGLE | | | 1170 54466 2272.000 LF | 6.05000 13745.60| 3.60000 8179.20| CONSTR. PAVE. MARKING (TY. E) 6" | | | 1180 54510 714.000 LF | 1.15000 821.10| 2.30000 1642.20| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A10 -9 TABULATION OF BIDS CALL ORDER : A10 CONTRACT ID : C00086491M01 COUNTIES : NORFOLK LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) E927 |( 2 ) V941 |( ) |EXCEL PAVING CORPORATION |VIRGINIA SIGN & LIGHTING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 55502 4.000 EA | 330.00000 1320.00| 340.00000 1360.00| LUMINAIRE 250 WATT H.P.S. | | | 1200 55586 5.000 EA | 1210.00000 6050.00| 788.00000 3940.00| JUNCTION BOX JB-S1 | | | 1210 55587 2.000 EA | 1430.00000 2860.00| 817.00000 1634.00| JUNCTION BOX JB-S2 | | | 1220 55588 3.000 EA | 1540.00000 4620.00| 1030.00000 3090.00| JUNCTION BOX JB-S3 | | | 1230 56014 5.000 EA | 157.50000 787.50| 67.00000 335.00| ELECT. SER. GRD. ELECTRODE(10') | | | 1240 56020 15.000 LF | 13.20000 198.00| 13.00000 195.00| 1" CONDUIT | | | 1250 56034 660.000 LF | 11.00000 7260.00| 2.30000 1518.00| 3" CONDUIT | | | 1260 56051 2490.000 LF | 20.00000 49800.00| 22.25000 55402.50| BORED CONDUIT 3" | | | 1270 56200 460.000 LF | 3.40000 1564.00| 5.35000 2461.00| TRENCH EXCAVATION ECI-1 | | | 1280 56205 5.000 EA | 750.00000 3750.00| 473.00000 2365.00| TEST BORE | | | 1290 59050 1.000 EA | 3520.00000 3520.00| 4460.00000 4460.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. VIDEO OPT. TRANS./REC.& MULTI. | | | PAIR | | | 1300 59071 90.000 LF | 1.65000 148.50| 27.00000 2430.00| NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. CCTV CABLE | | | SECTION TOTALS | $ 711,409.70| $ 775,607.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 711,409.70| $ 775,607.40| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -1 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/31/14 COMPLETION DATE PROJECT(S) : (NFO)7220-157-105, B602 FED # BR-5157(107) (NFO)7220-157-105, C501 FED # BR-5157(107) (NFO)7220-157-105, C501 FED # BR-5157(107) OTHERS CONTRACT DESCRIPTION: RTE. 220 (S.MAIN ST.)OVER PIGG RIVER BRIDGE AND APPROACHES FR: 0.289 MI. S. INT. SCUFFLING HILL RD. TO: 0.10 MI. N. INT. SCUFFLING HILL RD. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 4,029,956.36 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 4,351,793.90 107.9861% 3 D172 DLB, INC. $ 4,463,546.60 110.7592% 4 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 4,494,893.89 111.5370% 5 V004 VECELLIO & GROGAN, INC. $ 5,104,562.70 126.6655% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 5,362,491.10 133.0657% 7 E008 ENGLISH CONSTRUCTION COMPANY, INCORPORATED $ 5,697,866.15 141.3878% ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 230000.00000 230000.00| 200000.00000 200000.00| 252000.00000 252000.00 MOBILIZATION | | | 0020 00101 LUMP| 18000.00000 18000.00| 50000.00000 50000.00| 45000.00000 45000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 63000.00000 63000.00| 100000.00000 100000.00| 80000.00000 80000.00 CLEARING AND GRUBBING | | | 0040 00120 20168.000 CY | 15.00000 302520.00| 20.00000 403360.00| 30.00000 605040.00 REGULAR EXCAVATION | | | 0050 00122 55.000 LF | 2.60000 143.00| 8.00000 440.00| 3.20000 176.00 NS GRADING GRADING TEMP. DIV. DIKE EC-9 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -2 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00525 3.000 CY | 1300.00000 3900.00| 1000.00000 3000.00| 1128.00000 3384.00 CONCRETE CLASS A3 MISC. | | | 0070 00591 162.000 LF | 10.00000 1620.00| 25.00000 4050.00| 13.50000 2187.00 COMB. UNDERDRAIN CD-2 | | | 0080 00595 80.000 LF | 13.00000 1040.00| 25.00000 2000.00| 24.15000 1932.00 OUTLET PIPE | | | 0090 00596 4.000 EA | 630.00000 2520.00| 350.00000 1400.00| 310.00000 1240.00 ENDWALL EW-12 | | | 0100 00700 646.000 LF | 4.60000 2971.60| 5.50000 3553.00| 4.65000 3003.90 POST INSTALLATION INSPECTION | | | 0110 01150 32.000 LF | 49.00000 1568.00| 62.00000 1984.00| 49.25000 1576.00 15" PIPE | | | 0120 01156 86.000 LF | 66.00000 5676.00| 62.00000 5332.00| 32.60000 2803.60 STORM SEWER PIPE 15" | | | 0130 01180 130.000 LF | 49.00000 6370.00| 66.00000 8580.00| 39.30000 5109.00 18" PIPE | | | 0140 01186 470.000 LF | 48.00000 22560.00| 66.00000 31020.00| 36.90000 17343.00 STORM SEWER PIPE 18" | | | 0150 01246 16.000 LF | 60.00000 960.00| 79.00000 1264.00| 102.00000 1632.00 STORM SEWER PIPE 24" | | | 0160 06747 1.000 EA | 2900.00000 2900.00| 4050.00000 4050.00| 3369.50000 3369.50 DROP INLET DI-2B,L=4' | | | 0170 06748 2.000 EA | 3400.00000 6800.00| 4390.00000 8780.00| 3552.50000 7105.00 DROP INLET DI-2B,L=6' | | | 0180 06765 1.000 EA | 3400.00000 3400.00| 4390.00000 4390.00| 3794.00000 3794.00 DROP INLET DI-2C,L=6' | | | 0190 06766 1.000 EA | 4200.00000 4200.00| 4725.00000 4725.00| 4091.25000 4091.25 DROP INLET DI-2C,L=8' | | | 0200 06835 3.000 EA | 2800.00000 8400.00| 4082.00000 12246.00| 3103.00000 9309.00 DROP INLET DI-3C,L=6' | | | 0210 07512 2.000 EA | 3200.00000 6400.00| 3982.00000 7964.00| 3303.00000 6606.00 DROP INLET DI-7B | | | 0220 09056 18.800 LF | 360.00000 6768.00| 425.00000 7990.00| 350.50000 6589.40 MANHOLE MH-1 OR 2 | | | 0230 09057 2.000 EA | 550.00000 1100.00| 605.00000 1210.00| 473.25000 946.50 FRAME & COVER MH-1 | | | 0240 09150 9.000 TON | 54.00000 486.00| 60.00000 540.00| 45.50000 409.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0250 09185 113.000 SY | 95.00000 10735.00| 45.00000 5085.00| 48.20000 5446.60 PAVED DITCH PG-2A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -3 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 09250 1.000 EA | 220.00000 220.00| 300.00000 300.00| 1987.10000 1987.10 SLOPE DRAIN | | | 0270 10065 789.000 TON | 27.00000 21303.00| 32.00000 25248.00| 28.50000 22486.50 AGGR. MATL. NO. 1 | | | 0280 10128 3436.000 TON | 21.00000 72156.00| 23.00000 79028.00| 28.00000 96208.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0290 10611 581.000 TON | 110.00000 63910.00| 105.00000 61005.00| 115.00000 66815.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0300 10636 525.000 TON | 140.00000 73500.00| 130.00000 68250.00| 140.00000 73500.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0310 10642 1714.000 TON | 110.00000 188540.00| 100.00000 171400.00| 110.00000 188540.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0320 11040 219.000 SY | 64.00000 14016.00| 68.00000 14892.00| 70.00000 15330.00 CONCRETE ENTRANCE PAVE. 7" | | | 0330 11070 285.000 LF | 2.60000 741.00| 12.00000 3420.00| 2.50000 712.50 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0340 12020 45.000 LF | 37.00000 1665.00| 20.00000 900.00| 26.25000 1181.25 STD. CURB CG-2 | | | 0350 12030 26.000 LF | 35.00000 910.00| 20.00000 520.00| 26.30000 683.80 STD. CURB CG-3 | | | 0360 12600 478.000 LF | 37.00000 17686.00| 18.00000 8604.00| 19.30000 9225.40 STD. COMB. CURB & GUTTER CG-6 | | | 0370 12610 168.000 LF | 39.00000 6552.00| 18.00000 3024.00| 23.10000 3880.80 RADIAL COMB. CURB & GUTTER CG-6 | | | 0380 12940 25.000 SY | 70.00000 1750.00| 68.00000 1700.00| 106.85000 2671.25 ENTRANCE GUTTER CG-9D | | | 0390 13108 11.000 SY | 280.00000 3080.00| 250.00000 2750.00| 596.15000 6557.65 CG-12 DETECTABLE WARNING SURFACE | | | 0400 13220 334.000 SY | 53.00000 17702.00| 35.00000 11690.00| 70.00000 23380.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0410 13244 63.000 LF | 5.60000 352.80| 12.00000 756.00| 4.30000 270.90 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS SIDEWALK, C&G FULL DEPTH | | | 0420 13315 1.000 EA | 940.00000 940.00| 850.00000 850.00| 943.00000 943.00 GUARDRAIL TERMINAL GR-11 | | | 0430 13320 500.000 LF | 21.00000 10500.00| 19.00000 9500.00| 21.10000 10550.00 GUARDRAIL GR-2 | | | 0440 13331 100.000 LF | 22.00000 2200.00| 20.00000 2000.00| 22.20000 2220.00 RAD. GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -4 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 13345 2.000 EA | 2700.00000 5400.00| 2400.00000 4800.00| 2662.75000 5325.50 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0460 13383 3.000 EA | 2400.00000 7200.00| 2150.00000 6450.00| 2385.00000 7155.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0470 13496 270.000 LF | 52.00000 14040.00| 25.00000 6750.00| 75.50000 20385.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0480 13607 1.000 EA | 17000.00000 17000.00| 15500.00000 15500.00| 17197.00000 17197.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0490 24100 800.000 HR | 56.00000 44800.00| 25.00000 20000.00| 110.00000 88000.00 ALLAYING DUST | | | 0500 24152 8.000 EA | 270.00000 2160.00| 340.00000 2720.00| 377.25000 3018.00 TYPE III BARRICADE 8' | | | 0510 24160 600.000 SF | 18.00000 10800.00| 14.00000 8400.00| 16.65000 9990.00 CONSTRUCTION SIGNS | | | 0520 24260 650.000 TON | 24.00000 15600.00| 25.00000 16250.00| 31.00000 20150.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0530 24278 18600.000 DAY | 0.40000 7440.00| 0.60000 11160.00| 0.70000 13020.00 GROUP 2 CHANNELIZING DEVICES | | | 0540 24279 7500.000 HR | 4.60000 34500.00| 7.25000 54375.00| 8.04000 60300.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0550 24281 400.000 HR | 11.00000 4400.00| 1.45000 580.00| 1.60000 640.00 ELECTRONIC ARROW | | | 0560 24282 8000.000 HR | 0.01000 80.00| 10.00000 80000.00| 19.25000 154000.00 FLAGGER SERVICE | | | 0570 24288 3000.000 DAY | 1.40000 4200.00| 2.25000 6750.00| 2.50000 7500.00 WARNING LIGHT TY. B | | | 0580 24297 392.000 LF | 54.00000 21168.00| 25.00000 9800.00| 32.25000 12642.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0590 24400 2.600 UNIT| 530.00000 1378.00| 1000.00000 2600.00| 2290.15000 5954.39 OBSCURING ROADWAY | | | 0600 24430 3719.000 SY | 5.80000 21570.20| 7.00000 26033.00| 5.20000 19338.80 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0610 24600 643.000 LF | 1.10000 707.30| 1.00000 643.00| 1.10000 707.30 REMOVE EXISTING GUARDRAIL | | | 0620 25506 28.000 MO | 1500.00000 42000.00| 1500.00000 42000.00| 1935.00000 54180.00 FIELD OFFICE TY.II | | | 0630 25570 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 1119.00000 1119.00 NS CONTRACT CONTRACT RIVER CAUTION SIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -5 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 26119 11.000 TON | 65.00000 715.00| 50.00000 550.00| 77.85000 856.35 DRY RIPRAP CL.I 18" | | | 0650 26127 751.000 TON | 52.00000 39052.00| 45.00000 33795.00| 69.90000 52494.90 DRY RIPRAP CL.I 26" | | | 0660 26271 821.000 TON | 51.00000 41871.00| 45.00000 36945.00| 70.67000 58020.07 NS DRY RIPRAP DRY RIPRAP CL. I | | | 0670 27102 521.000 LB | 13.00000 6773.00| 20.00000 10420.00| 10.55000 5496.55 REGULAR SEED | | | 0680 27103 273.000 LB | 3.40000 928.20| 10.00000 2730.00| 7.77000 2121.21 OVERSEEDING | | | 0690 27104 26.000 LB | 30.00000 780.00| 40.00000 1040.00| 21.08000 548.08 LEGUME SEED | | | 0700 27105 16.000 LB | 16.00000 256.00| 20.00000 320.00| 19.97000 319.52 LEGUME OVERSEEDING | | | 0710 27215 1.000 TON | 1800.00000 1800.00| 1800.00000 1800.00| 1553.26000 1553.26 FERTILIZER(15-30-15) | | | 0720 27250 8.000 TON | 230.00000 1840.00| 400.00000 3200.00| 122.04000 976.32 LIME | | | 0730 27321 630.000 SY | 2.00000 1260.00| 5.00000 3150.00| 2.27000 1430.10 PROTECTIVE COVERING EC-2 | | | 0740 27410 3.000 EA | 210.00000 630.00| 200.00000 600.00| 188.30000 564.90 CHECK DAM, ROCK TY. I | | | 0750 27415 33.000 EA | 200.00000 6600.00| 185.00000 6105.00| 98.15000 3238.95 CHECK DAM(ROCK) TY. II | | | 0760 27422 2.000 EA | 1000.00000 2000.00| 1500.00000 3000.00| 1692.00000 3384.00 DEWATERING BASIN | | | 0770 27430 1054.000 CY | 4.60000 4848.40| 8.00000 8432.00| 14.85000 15651.90 SILTATION CONTROL EXCAVATION | | | 0780 27440 100.000 HR | 110.00000 11000.00| 38.00000 3800.00| 83.25000 8325.00 MOWING | | | 0790 27451 2.000 EA | 100.00000 200.00| 500.00000 1000.00| 224.20000 448.40 INLET PROTECTION TYPE A | | | 0800 27461 8.000 EA | 100.00000 800.00| 500.00000 4000.00| 187.50000 1500.00 INLET PROTECTION TYPE B | | | 0810 27505 3352.000 LF | 2.50000 8380.00| 2.25000 7542.00| 3.30000 11061.60 TEMP. SILT FENCE | | | 0820 27506 1170.000 LF | 2.50000 2925.00| 2.25000 2632.50| 3.00000 3510.00 TEMP. FILTER BARRIER | | | 0830 27548 LUMP| 8900.00000 8900.00| 5000.00000 5000.00| 15222.00000 15222.00 NS STORM WATER MANAGEMENT STORM WATER | | | MANAGEMENT RCD TY. 1 FOR WETLAND ESC | | | PROTECTION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -6 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 27580 517.000 CY | 6.20000 3205.40| 15.00000 7755.00| 18.40000 9512.80 TEMP. SEDIMENT BASIN EXCAVATION | | | 0850 33743 37.000 EA | 31.00000 1147.00| 30.00000 1110.00| 82.10000 3037.70 COMMON NINEBARK 2' | | | 0860 34455 37.000 EA | 63.00000 2331.00| 59.00000 2183.00| 142.00000 5254.00 BLACKHAW 4' | | | 0870 38900 65.000 EA | 31.00000 2015.00| 30.00000 1950.00| 59.00000 3835.00 NS PLANT OR TREE PLANT OR TREE BLACK | | | WILLOW SHRUB 24" | | | 0880 38900 90.000 EA | 63.00000 5670.00| 58.00000 5220.00| 109.00000 9810.00 NS PLANT OR TREE PLANT OR TREE MAPLE | | | VIBURNUM 36" | | | 0890 38900 65.000 EA | 31.00000 2015.00| 32.00000 2080.00| 109.00000 7085.00 NS PLANT OR TREE PLANT OR TREE SILKY | | | DOGWOOD SHRUB 24" | | | 0900 38900 37.000 EA | 63.00000 2331.00| 58.00000 2146.00| 109.00000 4033.00 NS PLANT OR TREE PLANT OR TREE SOUTHERN | | | ARROWHEAD 36" | | | 0910 38950 331.000 EA | 6.50000 2151.50| 6.50000 2151.50| 3.35000 1108.85 NS LANDSCAPE LANDSCAPE TREE MAT | | | 0920 38950 331.000 EA | 10.00000 3310.00| 11.75000 3889.25| 3.50000 1158.50 NS LANDSCAPE LANDSCAPE TREE SHELTER | | | 0930 40002 391.000 LF | 21.00000 8211.00| 26.00000 10166.00| 52.30000 20449.30 3/4" WATER SERVICE LINE | | | 0940 40061 13.000 LF | 69.00000 897.00| 70.00000 910.00| 41.25000 536.25 6" DI WATER MAIN | | | 0950 40121 1412.000 LF | 100.00000 141200.00| 85.00000 120020.00| 60.00000 84720.00 12" DI WATER MAIN | | | 0960 41006 2.000 EA | 1000.00000 2000.00| 1036.00000 2072.00| 951.00000 1902.00 6" GATE VALVE & BOX | | | 0970 41012 3.000 EA | 2600.00000 7800.00| 2320.00000 6960.00| 3143.00000 9429.00 12" GATE VALVE & BOX | | | 0980 41104 5.000 EA | 350.00000 1750.00| 302.00000 1510.00| 426.50000 2132.50 ADJUST EXIST. VALVE BOX | | | 0990 41820 2.000 EA | 4000.00000 8000.00| 2832.00000 5664.00| 2519.00000 5038.00 FIRE HYDRANT | | | 1000 41967 2.000 EA | 690.00000 1380.00| 999.00000 1998.00| 878.00000 1756.00 5/8" WATER METER BOX & YOKE | | | 1010 42242 276.000 LF | 300.00000 82800.00| 276.00000 76176.00| 248.15000 68489.40 24" DI SANITARY SEWER PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -7 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 42755 9.000 LF | 430.00000 3870.00| 559.00000 5031.00| 362.50000 3262.50 SANITARY SEWER MANHOLE | | | 1030 42764 1.000 EA | 580.00000 580.00| 605.00000 605.00| 503.00000 503.00 MANHOLE FRAME & COVER F&C-1 | | | 1040 42765 1.000 EA | 350.00000 350.00| 360.00000 360.00| 315.00000 315.00 ADJUST EXIST FRAME & COVER | | | 1050 50108 277.000 SF | 33.00000 9141.00| 25.00000 6925.00| 32.20000 8919.40 SIGN PANEL | | | 1060 50430 45.000 LF | 25.00000 1125.00| 23.90000 1075.50| 24.50000 1102.50 SIGN POST STP-1 2" | | | 1070 50432 45.000 LF | 26.00000 1170.00| 17.40000 783.00| 25.50000 1147.50 SIGN POST STP-1 2 3/16" | | | 1080 50434 335.000 LF | 27.00000 9045.00| 53.80000 18023.00| 26.70000 8944.50 SIGN POST STP-1 2 1/2" | | | 1090 50490 25.000 EA | 490.00000 12250.00| 110.00000 2750.00| 477.10000 11927.50 CONCRETE FOUNDATION STP-1 | | | 1100 50901 15.000 SF | 36.00000 540.00| 24.40000 366.00| 35.50000 532.50 NS TRAFFIC SIGN TRAFFIC SIGN DOUBLE | | | SIDED SIGN PANEL | | | 1110 50902 10.000 EA | 77.00000 770.00| 300.00000 3000.00| 75.50000 755.00 NS TRAFFIC SIGN TRAFFIC SIGN REM DISP | | | GRD MTD SIGN STR & PANEL | | | 1120 50902 13.000 EA | 88.00000 1144.00| 400.00000 5200.00| 86.55000 1125.15 NS TRAFFIC SIGN TRAFFIC SIGN REM SALV | | | GRD MTD SIGN STR & PANEL | | | 1130 51030 1.000 EA | 25000.00000 25000.00| 22500.00000 22500.00| 24963.00000 24963.00 CONTROLLER | | | 1140 51176 1.000 EA | 1400.00000 1400.00| 1295.00000 1295.00| 1437.00000 1437.00 ELECTRICAL SERVICE SE-11 TYPE B | | | 1150 51184 26.000 EA | 220.00000 5720.00| 200.00000 5200.00| 221.90000 5769.40 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 1160 51198 4.000 EA | 290.00000 1160.00| 257.00000 1028.00| 285.00000 1140.00 PEDESTRIAN ACTUATION PA-2 | | | 1170 51210 3.000 EA | 610.00000 1830.00| 545.00000 1635.00| 605.00000 1815.00 PEDESTAL POLE PF-2 10' | | | 1180 51234 27.000 CY | 690.00000 18630.00| 620.00000 16740.00| 688.00000 18576.00 CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 1190 51240 3.000 EA | 570.00000 1710.00| 516.00000 1548.00| 572.50000 1717.50 CONCRETE FOUNDATION PF-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -8 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1200 51248 6.000 EA | 910.00000 5460.00| 815.00000 4890.00| 904.25000 5425.50 NS CONC. FOUNDATION CONC. FOUNDATION | | | LF-1 MOD. | | | 1210 51425 1.000 EA | 11000.00000 11000.00| 10015.00000 10015.00| 11111.00000 11111.00 NS SIGNAL POLE SIGNAL POLE MP-1 CO.LUM. | | | 45 '& 50' CURVED ARMS | | | 1220 51425 1.000 EA | 7500.00000 7500.00| 6700.00000 6700.00| 7433.50000 7433.50 NS SIGNAL POLE SIGNAL POLE MP-1 COMB | | | LUM 40' CURVED ARM | | | 1230 51425 1.000 EA | 10000.00000 10000.00| 9120.00000 9120.00| 10118.50000 10118.50 NS SIGNAL POLE SIGNAL POLE MP-1, 60' | | | CURVED ARM | | | 1240 51598 20.000 LF | 6.90000 138.00| 6.20000 124.00| 6.90000 138.00 8/3 CONDUCTOR CABLE | | | 1250 51600 775.000 LF | 1.10000 852.50| 1.00000 775.00| 1.10000 852.50 14/2 CONDUCTOR CABLE | | | 1260 51601 775.000 LF | 1.30000 1007.50| 1.20000 930.00| 1.35000 1046.25 14/3 CONDUCTOR CABLE | | | 1270 51602 1625.000 LF | 2.00000 3250.00| 1.75000 2843.75| 1.95000 3168.75 14/4 CONDUCTOR CABLE | | | 1280 51607 375.000 LF | 2.50000 937.50| 2.25000 843.75| 2.50000 937.50 14/7 CONDUCTOR CABLE | | | 1290 51830 8.000 EA | 210.00000 1680.00| 188.00000 1504.00| 208.50000 1668.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 1300 51834 2.000 EA | 210.00000 420.00| 187.00000 374.00| 207.50000 415.00 HANGER ASSEMBLY SMB-2, ONE WAY | | | 1310 51835 1.000 EA | 270.00000 270.00| 240.00000 240.00| 266.50000 266.50 HANGER ASSEMBLY SMB-2, TWO WAY | | | 1320 52000 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1110.00000 1110.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION RELOC. EXIST. | | | PREEMPTION EQUIP. | | | 1330 52000 LUMP| 2300.00000 2300.00| 2026.00000 2026.00| 2248.00000 2248.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION REMOVE EXIST. | | | SIGNAL EQUIPMENT | | | 1340 52000 LUMP| 5700.00000 5700.00| 5100.00000 5100.00| 5658.00000 5658.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION TEMP. SIGNALIZATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -9 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1350 52001 575.000 LF | 1.70000 977.50| 1.50000 862.50| 1.70000 977.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | CABLE | | | 1360 52001 900.000 LF | 1.80000 1620.00| 1.60000 1440.00| 1.80000 1620.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION CABLE | | | 1370 52002 4.000 EA | 5800.00000 23200.00| 5240.00000 20960.00| 5814.00000 23256.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA | | | 1380 52002 1.000 EA | 1300.00000 1300.00| 1195.00000 1195.00| 1326.00000 1326.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONC. FOUNDATION CF-4| | | 1390 52002 2.000 EA | 380.00000 760.00| 340.00000 680.00| 377.00000 754.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION LUMINAIRE ARM 20' | | | 1400 52002 1.000 EA | 5400.00000 5400.00| 4865.00000 4865.00| 5398.00000 5398.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 1410 52002 4.000 EA | 220.00000 880.00| 195.00000 780.00| 216.50000 866.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY | | | 1420 52002 1.000 EA | 870.00000 870.00| 785.00000 785.00| 871.00000 871.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY CABINET | | | 1430 52002 1.000 EA | 4000.00000 4000.00| 3630.00000 3630.00| 4027.50000 4027.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION | | | EQUIPMENT | | | 1440 52403 4.000 EA | 560.00000 2240.00| 500.00000 2000.00| 554.75000 2219.00 PEDESTRIAN SIGNAL HEAD SP-8 | | | 1450 54020 1000.000 LF | 1.40000 1400.00| 1.15000 1150.00| 1.30000 1300.00 TYPE A PAVEMENT LINE MARKING 4" | | | 1460 54032 4980.000 LF | 0.92000 4581.60| 1.65000 8217.00| 1.85000 9213.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 1470 54034 2290.000 LF | 1.40000 3206.00| 2.55000 5839.50| 2.85000 6526.50 TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -10 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1480 54037 425.000 LF | 2.10000 892.50| 8.45000 3591.25| 9.40000 3995.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 1490 54075 440.000 LF | 2.90000 1276.00| 5.15000 2266.00| 5.70000 2508.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 1500 54079 440.000 LF | 3.70000 1628.00| 7.95000 3498.00| 8.80000 3872.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 1510 54100 255.000 LF | 3.70000 943.50| 7.95000 2027.25| 8.80000 2244.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMOPLASTIC 6" MARKING | | | 1520 54100 140.000 LF | 15.00000 2100.00| 21.50000 3010.00| 23.85000 3339.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMOPLASTIC 24" MARKING | | | 1530 54101 2.000 EA | 290.00000 580.00| 395.00000 790.00| 438.25000 876.50 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMOPLASTIC ONLY MESSAGE | | | 1540 54101 3.000 EA | 370.00000 1110.00| 385.00000 1155.00| 427.15000 1281.45 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMOPLASTIC ELONGARROW(DOUBLE)| | | 1550 54101 3.000 EA | 200.00000 600.00| 335.00000 1005.00| 371.70000 1115.10 NS PAVEMENT MARKING PAVEMENT MARKING | | | PREF. THERMOPLASTIC ELONGARROW(SINGLE)| | | 1560 54105 2370.000 LF | 1.20000 2844.00| 2.55000 6043.50| 2.85000 6754.50 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1570 54240 33.000 EA | 3.50000 115.50| 10.25000 338.25| 11.40000 376.20 TEMP. PAVE. MARKER 1 WAY | | | 1580 54242 96.000 EA | 3.50000 336.00| 10.75000 1032.00| 11.95000 1147.20 TEMP. PAVE. MARKER 2 WAY | | | 1590 54512 3350.000 LF | 1.20000 4020.00| 1.95000 6532.50| 2.15000 7202.50 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 1600 54516 760.000 LF | 2.40000 1824.00| 4.15000 3154.00| 4.60000 3496.00 CONSTR.PAVE.MARK. (TY.D,CL.II)8" | | | 1610 54524 14.000 LF | 8.60000 120.40| 14.95000 209.30| 16.60000 232.40 CONSTR.PAVE.MARK. (TY.D,CL.II)24" | | | 1620 54552 3016.000 LF | 0.86000 2593.76| 0.85000 2563.60| 0.95000 2865.20 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 1630 55080 4270.000 LF | 1.50000 6405.00| 1.30000 5551.00| 1.45000 6191.50 8 CONDUCTOR CABLE | | | 1640 55350 1.000 EA | 3200.00000 3200.00| 2870.00000 2870.00| 3185.00000 3185.00 CONTROL CENTER CCW-1 TYPE A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -11 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1650 55502 2.000 EA | 390.00000 780.00| 350.00000 700.00| 388.35000 776.70 LUMINAIRE 250 WATT H.P.S. | | | 1660 55586 6.000 EA | 810.00000 4860.00| 728.00000 4368.00| 807.70000 4846.20 JUNCTION BOX JB-S1 | | | 1670 55587 3.000 EA | 880.00000 2640.00| 790.00000 2370.00| 876.50000 2629.50 JUNCTION BOX JB-S2 | | | 1680 55588 1.000 EA | 1100.00000 1100.00| 1000.00000 1000.00| 1109.50000 1109.50 JUNCTION BOX JB-S3 | | | 1690 56014 5.000 EA | 110.00000 550.00| 100.00000 500.00| 110.95000 554.75 ELECT. SER. GRD. ELECTRODE(10') | | | 1700 56030 760.000 LF | 3.30000 2508.00| 3.00000 2280.00| 3.35000 2546.00 2" CONDUIT | | | 1710 56034 180.000 LF | 5.00000 900.00| 4.50000 810.00| 5.00000 900.00 3" CONDUIT | | | 1720 56038 593.000 LF | 5.60000 3320.80| 5.00000 2965.00| 5.55000 3291.15 4" CONDUIT | | | 1730 56051 840.000 LF | 23.00000 19320.00| 20.50000 17220.00| 22.75000 19110.00 BORED CONDUIT 3" | | | 1740 56200 795.000 LF | 5.60000 4452.00| 5.00000 3975.00| 5.55000 4412.25 TRENCH EXCAVATION ECI-1 | | | 1750 56202 55.000 LF | 56.00000 3080.00| 50.00000 2750.00| 55.50000 3052.50 TRENCH EXCAVATION ECI-2 | | | 1760 56205 3.000 EA | 1100.00000 3300.00| 1025.00000 3075.00| 1137.25000 3411.75 TEST BORE | | | 1770 59000 10.000 EA | 2900.00000 29000.00| 2640.00000 26400.00| 2929.00000 29290.00 NS LIGHTING LIGHTING LIGHT | | | POLE-DECORATIVE | | | 1780 59000 10.000 EA | 1700.00000 17000.00| 1500.00000 15000.00| 1664.00000 16640.00 NS LIGHTING LIGHTING LUMINAIRE 150 WATT | | | H.P.S.-DECORATIVE | | | 1790 60404 223.000 CY | 870.00000 194010.00| 1100.00000 245300.00| 586.00000 130678.00 CONCRETE CLASS A4 | | | 1800 60450 97.000 CY | 490.00000 47530.00| 500.00000 48500.00| 435.00000 42195.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 1810 60452 17000.000 LB | 2.60000 44200.00| 1.00000 17000.00| 1.05000 17850.00 REINF. STEEL BRIDGE APPR. SLAB | | | 1820 60490 643.000 SY | 5.30000 3407.90| 6.00000 3858.00| 6.60000 4243.80 BRIDGE DECK GROOVING | | | 1830 61701 59110.000 LB | 2.20000 130042.00| 1.75000 103442.50| 2.00000 118220.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -12 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1840 61812 162100.000 LS | 491000.00000 491000.00| 400000.00000 400000.00| 345000.00000 345000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 1850 62045 170.000 LF | 230.00000 39100.00| 240.00000 40800.00| 327.60000 55692.00 RAILING, BR27D 2 RAILS | | | 1860 62046 170.000 LF | 230.00000 39100.00| 260.00000 44200.00| 355.10000 60367.00 RAILING, BR27D 3 RAILS | | | 1870 62503 80.000 LF | 93.00000 7440.00| 120.00000 9600.00| 52.15000 4172.00 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 1880 62534 46.000 SY | 140.00000 6440.00| 140.00000 6440.00| 190.15000 8746.90 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION | | | (10" EPS MATERIAL) | | | 1890 62536 LUMP| 3200.00000 3200.00| 4000.00000 4000.00| 3150.90000 3150.90 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE REMOVE EXISTING | | | ASBESTOS | | | 1900 64005 3769.000 TON | 28.00000 105532.00| 20.00000 75380.00| 20.00000 75380.00 SELECT MATL. TY. I MIN. CBR-30 | | | 1910 64011 1425.000 CY | 23.00000 32775.00| 50.00000 71250.00| 28.20000 40185.00 STRUCTURE EXCAVATION | | | 1920 64030 100.000 CY | 96.00000 9600.00| 65.00000 6500.00| 64.50000 6450.00 POROUS BACKFILL | | | 1930 64036 105.000 LF | 11.00000 1155.00| 20.00000 2100.00| 7.65000 803.25 PIPE UNDERDRAIN 6" | | | 1940 64045 1778.000 SF | 20.00000 35560.00| 28.00000 49784.00| 32.30000 57429.40 TEMPORARY SHEET PILING | | | 1950 64110 270.000 LF | 89.00000 24030.00| 60.00000 16200.00| 60.00000 16200.00 STEEL PILES 10" | | | 1960 64755 15.000 EA | 160.00000 2400.00| 140.00000 2100.00| 193.55000 2903.25 PILE POINT FOR 10" STEEL PILE | | | 1970 65013 556.000 CY | 400.00000 222400.00| 600.00000 333600.00| 335.00000 186260.00 CONCRETE CLASS A3 | | | 1980 65200 46070.000 LB | 1.30000 59891.00| 1.00000 46070.00| 1.25000 57587.50 REINF. STEEL | | | 1990 65201 18190.000 LB | 2.40000 43656.00| 1.75000 31832.50| 2.00000 36380.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 2000 66120 1.000 EA | 71000.00000 71000.00| 50000.00000 50000.00| 25000.00000 25000.00 COFFERDAM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A12 -13 TABULATION OF BIDS CALL ORDER : A12 CONTRACT ID : C00017692C01 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) H018 |( 3 ) D172 |ORDERS CONSTRUCTION COMPANY |HAYMES BROTHERS, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2010 66239 925.000 TON | 61.00000 56425.00| 40.00000 37000.00| 60.00000 55500.00 DRY RIPRAP CL.II 38" | | | 2020 67280 LUMP| 27000.00000 27000.00| 40000.00000 40000.00| 32128.00000 32128.00 NS TELEPH. COND. SYS. TELEPH. COND. SYS | | | B602 | | | 2030 67900 LUMP| 93000.00000 93000.00| 150000.00000 150000.00| 125000.00000 125000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 1900 | | | 2040 67904 LUMP| 32000.00000 32000.00| 150000.00000 150000.00| 85000.00000 85000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONSTRUCTION ACCESS | | | SECTION TOTALS | $ 4,029,956.36| $ 4,351,793.90| $ 4,463,546.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,029,956.36| $ 4,351,793.90| $ 4,463,546.60 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A18 -1 TABULATION OF BIDS CALL ORDER : A18 CONTRACT ID : C00089810B29 COUNTIES : DICKENSON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 08/01/14 COMPLETION DATE PROJECT(S) : (NFO)0614-025-734,B629 FED # BH-BR01(291) CONTRACT DESCRIPTION: SUPERSTRUCTURE REPLACEMENT FROM: 1.2 MI. TO RTE. 607 TO: 1.13 MI. TO RTE. 755 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 5,449,028.00 100.0000% 2 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 5,541,753.02 101.7017% ==================================================================================================================================== |( 1 ) O017 |( 2 ) D005 |( ) |ORDERS CONSTRUCTION COMPANY |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 325000.00000 325000.00| 200000.00000 200000.00| MOBILIZATION | | | 0020 00101 LUMP| 46000.00000 46000.00| 50000.00000 50000.00| CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 30000.00000 30000.00| 31500.00000 31500.00| GRADING | | | 0040 10128 37.000 TON | 46.00000 1702.00| 52.50000 1942.50| AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10607 77.000 TON | 220.00000 16940.00| 189.00000 14553.00| ASPHALT CONCRETE TY. SM-12.5A | | | 0060 10628 998.000 SY | 11.00000 10978.00| 7.35000 7335.30| FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0070 10642 17.000 TON | 180.00000 3060.00| 157.50000 2677.50| ASPHALT CONCRETE TY. BM-25.0A | | | 0080 11070 50.000 LF | 9.20000 460.00| 10.50000 525.00| NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (4" DEPTH) | | | 0090 13310 26.000 LF | 120.00000 3120.00| 105.00000 2730.00| GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A18 -2 TABULATION OF BIDS CALL ORDER : A18 CONTRACT ID : C00089810B29 COUNTIES : DICKENSON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) D005 |( ) |ORDERS CONSTRUCTION COMPANY |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13320 181.000 LF | 32.00000 5792.00| 28.32000 5125.92| GUARDRAIL GR-2 | | | 0110 13345 1.000 EA | 3600.00000 3600.00| 6300.00000 6300.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0120 13349 1.000 EA | 1200.00000 1200.00| 1050.00000 1050.00| GUARDRAIL TERMINAL SITE PREPARATION | | | 0130 13383 4.000 EA | 2600.00000 10400.00| 3150.00000 12600.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0140 13495 1574.000 LF | 57.00000 89718.00| 42.00000 66108.00| TRAF. BARR. SER. CONC. SINGLE FACE PAR. | | | MB-10A | | | 0150 13605 4.000 EA | 7500.00000 30000.00| 10500.00000 42000.00| IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | 0160 24160 285.000 SF | 17.00000 4845.00| 21.00000 5985.00| CONSTRUCTION SIGNS | | | 0170 24278 13200.000 DAY | 0.78000 10296.00| 1.05000 13860.00| GROUP 2 CHANNELIZING DEVICES | | | 0180 24282 500.000 HR | 31.00000 15500.00| 26.25000 13125.00| FLAGGER SERVICE | | | 0190 24288 1320.000 DAY | 3.30000 4356.00| 2.10000 2772.00| WARNING LIGHT TY. B | | | 0200 24297 144.000 LF | 44.00000 6336.00| 52.50000 7560.00| TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0210 24430 79.000 SY | 8.90000 703.10| 21.00000 1659.00| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0220 24600 204.000 LF | 3.60000 734.40| 1.05000 214.20| REMOVE EXISTING GUARDRAIL | | | 0230 25506 22.000 MO | 1600.00000 35200.00| 1500.00000 33000.00| FIELD OFFICE TY.II | | | 0240 27430 98.000 CY | 9.90000 970.20| 5.25000 514.50| SILTATION CONTROL EXCAVATION | | | 0250 27505 573.000 LF | 2.70000 1547.10| 3.15000 1804.95| TEMP. SILT FENCE | | | 0260 51955 LUMP| 60717.90000 60717.90| 115500.00000 115500.00| TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0270 54510 1605.000 LF | 2.10000 3370.50| 0.53000 850.65| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A18 -3 TABULATION OF BIDS CALL ORDER : A18 CONTRACT ID : C00089810B29 COUNTIES : DICKENSON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) D005 |( ) |ORDERS CONSTRUCTION COMPANY |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 54514 2340.000 LF | 4.40000 10296.00| 1.05000 2457.00| CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 0290 54522 150.000 LF | 18.00000 2700.00| 3.15000 472.50| CONSTR.PAVE.MARK. (TY.D,CL.I)24" | | | 0300 67350 LUMP| 330000.00000 330000.00| 250000.00000 250000.00| NS WATER LINE WATER LINE STR. NO. 6132 | | | 0310 68023 1568.000 LF | 130.00000 203840.00| 180.00000 282240.00| RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0320 68040 625.200 CY | 1200.00000 750240.00| 1500.00000 937800.00| CONCRETE CLASS A4 | | | 0330 68090 2308.000 SY | 6.10000 14078.80| 5.00000 11540.00| BRIDGE DECK GROOVING | | | 0340 68101 162350.000 LB | 2.60000 422110.00| 2.50000 405875.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0350 68108 836300.000 LS | 2053553.00000 2053553.00| 1950000.00000 1950000.00| STR.STEEL PLATE GIRDER ASTM A 709 GR. | | | 50W | | | 0360 68476 LUMP| 65000.00000 65000.00| 5000.00000 5000.00| NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6132 | | | 0370 68492 LUMP| 2400.00000 2400.00| 5000.00000 5000.00| NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6132, TY. B | | | 0380 68552 29.000 LF | 320.00000 9280.00| 500.00000 14500.00| ELASTOMERIC EXPANSION DAM 2+"-3" | | | 0390 68553 29.000 LF | 320.00000 9280.00| 700.00000 20300.00| ELASTOMERIC EXPANSION DAM 3+"-4" | | | 0400 68556 30.000 LF | 97.00000 2910.00| 75.00000 2250.00| PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 0410 68561 30.000 LF | 97.00000 2910.00| 75.00000 2250.00| PREFORMED ELASTOMERIC JOINT SEALER 3 | | | 1/2" | | | 0420 68900 LUMP| 580000.00000 580000.00| 600000.00000 600000.00| NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6132 | | | 0430 69011 19.000 CY | 160.00000 3040.00| 50.00000 950.00| STRUCTURE EXCAVATION | | | 0440 69023 71.000 LF | 250.00000 17750.00| 150.00000 10650.00| RAILING,KANSAS CORRAL 32" W/OUT CURB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A18 -4 TABULATION OF BIDS CALL ORDER : A18 CONTRACT ID : C00089810B29 COUNTIES : DICKENSON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) O017 |( 2 ) D005 |( ) |ORDERS CONSTRUCTION COMPANY |R. R. DAWSON BRIDGE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 69030 119.000 CY | 1200.00000 142800.00| 3000.00000 357000.00| CONCRETE CLASS A3 | | | 0460 69100 4110.000 LB | 2.60000 10686.00| 1.60000 6576.00| REINF. STEEL | | | 0470 69101 6680.000 LB | 3.10000 20708.00| 2.50000 16700.00| CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0480 69500 27.000 SY | 2700.00000 72900.00| 700.00000 18900.00| CONCRETE SUBSTRUCT. SURFACE REPAIR | | | SECTION TOTALS | $ 5,449,028.00| $ 5,541,753.02| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,449,028.00| $ 5,541,753.02| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A24 -1 TABULATION OF BIDS CALL ORDER : A24 CONTRACT ID : C00093450NO1 COUNTIES : NORTHERN VA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/21/12 COMPLETION DATE PROJECT(S) : (NFO)BC9A-96A-065,N501 FED # BH-BR09(271) CONTRACT DESCRIPTION: PREVENTIVE MAINTENANCE BRIDGE CLEANING DISTRICT WIDE VARIOUS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 D582 DEANGELO BROTHERS, INC. $ 159,573.17 100.0000% 2 M813 MCCLAIN & CO., INC. $ 194,906.10 122.1421% 3 M1081 DW MILLER CONSTRUCTION, INC. $ 300,457.19 188.2880% 4 W210 BURLEIGH CONSTRUCTION CO., INC. $ 372,818.63 233.6349% 5 M640 MARTINS CONSTRUCTION CORP. $ 412,142.93 258.2783% 6 F034 FORT MYER CONSTRUCTION CORPORATION $ 467,782.07 293.1458% ==================================================================================================================================== |( 1 ) D582 |( 2 ) M813 |( 3 ) M1081 |DEANGELO BROTHERS, INC. |MCCLAIN & CO., INC. |DW MILLER 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 24160 126.000 SF | 1.00000 126.00| 30.00000 3780.00| 25.00000 3150.00 CONSTRUCTION SIGNS | | | 0020 24272 920.000 HR | 1.00000 920.00| 1.00000 920.00| 18.50000 17020.00 TRUCK MOUNTED ATTENUATOR | | | 0030 24279 150.000 HR | 1.00000 150.00| 2.25000 337.50| 35.00000 5250.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0040 24281 920.000 HR | 1.00000 920.00| 1.00000 920.00| 8.00000 7360.00 ELECTRONIC ARROW | | | 0050 62534 157457.170 SY | 1.00000 157457.17| 1.20000 188948.60| 1.70000 267677.19 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BRIDGE CLEANING | | | SECTION TOTALS | $ 159,573.17| $ 194,906.10| $ 300,457.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,573.17| $ 194,906.10| $ 300,457.19 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A25 -1 TABULATION OF BIDS CALL ORDER : A25 CONTRACT ID : C00102619N01 COUNTIES : NORTHERN VA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/01/12 COMPLETION DATE PROJECT(S) : (NFO)BR9A-96A-129, N501 FED # BR-BRO9 (272) CONTRACT DESCRIPTION: BRIDGE JOINT REPLACEMENT DISTRICT WIDE VARIOUS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P936 PROSHOT CONCRETE, INC. $ 145,287.50 100.0000% 2 M813 MCCLAIN & CO., INC. $ 176,634.78 121.5760% 3 M640 MARTINS CONSTRUCTION CORP. $ 186,785.00 128.5623% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 246,205.50 169.4609% 5 M1117 M & F CONCRETE, INC. $ 280,291.30 192.9218% 6 M1081 DW MILLER CONSTRUCTION, INC. $ 301,107.50 207.2494% 7 I933 INTERSTATE IMPROVEMENT, INC. $ 334,015.00 229.8993% 8 F402 CIVIL CONSTRUCTION, L.L.C. $ 657,440.00 452.5097% ==================================================================================================================================== |( 1 ) P936 |( 2 ) M813 |( 3 ) M640 |PROSHOT CONCRETE, INC. |MCCLAIN & CO., INC. |MARTINS CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24160 160.000 SF | 20.00000 3200.00| 1.00000 160.00| 40.00000 6400.00 CONSTRUCTION SIGNS | | | 0020 24272 264.000 HR | 10.00000 2640.00| 1.10000 290.40| 10.00000 2640.00 TRUCK MOUNTED ATTENUATOR | | | 0030 24281 120.000 HR | 2.00000 240.00| 1.10000 132.00| 3.00000 360.00 ELECTRONIC ARROW | | | 0040 24282 280.000 HR | 55.00000 15400.00| 4.00000 1120.00| 15.00000 4200.00 FLAGGER SERVICE | | | 0050 68091 100.000 LB | 2.00000 200.00| 5.00000 500.00| 15.00000 1500.00 CORROSION RESISTANT REINF. STEEL CL. I | | | 0060 68574 1646.000 LF | 50.00000 82300.00| 90.53000 149012.38| 85.00000 139910.00 CLEAN AND RESEAL EXPANSION JOINT | | | 0070 68579 127.100 LF | 325.00000 41307.50| 200.00000 25420.00| 250.00000 31775.00 BACK WALL RECONSTRUCTION (HES) | | | SECTION TOTALS | $ 145,287.50| $ 176,634.78| $ 186,785.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,287.50| $ 176,634.78| $ 186,785.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A26 -1 TABULATION OF BIDS CALL ORDER : A26 CONTRACT ID : C00010615M01 COUNTIES : LANCASTER LETTING DATE : 05/23/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/14/12 COMPLETION DATE PROJECT(S) : (NFO)0604-051-153, M501 FED # STP-051-6(011) CONTRACT DESCRIPTION: ROUTE 604 RECONSTRUCTON FROM: 0.123 MI. WEST OF INTERSECTION OF ROUTE 611 TO: 0.047 MI. EAST OF THE INTERSECTION OF ROUTE 611 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 211,809.44 100.0000% 2 K003 KENT & SONS, INC., J. L. $ 267,250.85 126.1751% 3 N165 NICE & SONS, INC., GEORGE $ 315,344.00 148.8810% ==================================================================================================================================== |( 1 ) H301 |( 2 ) K003 |( 3 ) N165 |HOWARD BROTHERS CONTRACTOR, |KENT & SONS, INC., J. L. |NICE & SONS, INC., GEORGE 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| 20500.00000 20500.00| 13500.00000 13500.00| 27000.00000 27000.00 MOBILIZATION | | | 0020 00101 LUMP| 7000.00000 7000.00| 6800.00000 6800.00| 3905.25000 3905.25 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 16500.00000 16500.00| 8375.00000 8375.00| 12520.00000 12520.00 CLEARING AND GRUBBING | | | 0040 00125 LUMP| 25000.00000 25000.00| 55595.00000 55595.00| 73300.00000 73300.00 GRADING | | | 0050 00128 157.000 CY | 20.00000 3140.00| 4.80000 753.60| 33.00000 5181.00 EXTRA EXCAVATION | | | 0060 00355 1216.000 SY | 2.00000 2432.00| 2.40000 2918.40| 1.75000 2128.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0070 00700 61.000 LF | 10.00000 610.00| 5.00000 305.00| 10.00000 610.00 POST INSTALLATION INSPECTION | | | 0080 01150 94.000 LF | 50.00000 4700.00| 27.15000 2552.10| 27.50000 2585.00 15" PIPE | | | 0090 01240 130.000 LF | 70.00000 9100.00| 47.50000 6175.00| 110.50000 14365.00 24" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A26 -2 TABULATION OF BIDS CALL ORDER : A26 CONTRACT ID : C00010615M01 COUNTIES : LANCASTER LETTING DATE : 05/23/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) K003 |( 3 ) N165 |HOWARD BROTHERS CONTRACTOR, |KENT & SONS, INC., J. L. |NICE & SONS, INC., GEORGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 06240 4.000 EA | 500.00000 2000.00| 349.00000 1396.00| 410.00000 1640.00 24" END SECTION ES-1 OR 2 | | | 0110 09150 24.000 TON | 100.00000 2400.00| 95.00000 2280.00| 92.50000 2220.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10128 1407.000 TON | 30.00000 42210.00| 28.00000 39396.00| 34.00000 47838.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0130 10250 15.000 TON | 0.01000 0.15| 80.00000 1200.00| 50.00000 750.00 NS AGGR. MATERIAL AGGR. MATERIAL FINE | | | AGGREGATE #10 | | | 0140 10416 1010.000 GAL | 0.01000 10.10| 6.00000 6060.00| 2.00000 2020.00 LIQUID ASPHALT | | | 0150 10607 251.000 TON | 103.00000 25853.00| 129.80000 32579.80| 155.00000 38905.00 ASPHALT CONCRETE TY. SM-12.5A | | | 0160 10610 251.000 TON | 94.00000 23594.00| 129.00000 32379.00| 162.00000 40662.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0170 14260 80.000 TON | 30.00000 2400.00| 35.25000 2820.00| 38.00000 3040.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0180 24100 450.000 HR | 0.01000 4.50| 17.00000 7650.00| 1.00000 450.00 ALLAYING DUST | | | 0190 24160 144.000 SF | 15.00000 2160.00| 15.00000 2160.00| 15.00000 2160.00 CONSTRUCTION SIGNS | | | 0200 24278 3600.000 DAY | 0.01000 36.00| 0.81000 2916.00| 0.60000 2160.00 GROUP 2 CHANNELIZING DEVICES | | | 0210 24282 450.000 HR | 0.01000 4.50| 20.25000 9112.50| 1.00000 450.00 FLAGGER SERVICE | | | 0220 24410 1682.000 SY | 5.00000 8410.00| 6.50000 10933.00| 6.50000 10933.00 DEMOLITION OF PAVEMENT | | | 0230 27102 120.000 LB | 0.01000 1.20| 11.00000 1320.00| 18.00000 2160.00 REGULAR SEED | | | 0240 27103 75.000 LB | 0.01000 0.75| 3.30000 247.50| 5.00000 375.00 OVERSEEDING | | | 0250 27215 1.000 TON | 0.01000 0.01| 1595.00000 1595.00| 1085.00000 1085.00 FERTILIZER(15-30-15) | | | 0260 27250 2.000 TON | 0.01000 0.02| 220.00000 440.00| 550.00000 1100.00 LIME | | | 0270 27284 750.000 SY | 0.01000 7.50| 0.30000 225.00| 0.45000 337.50 EROSION CONTROL MULCH | | | 0280 27321 850.000 SY | 6.00000 5100.00| 2.95000 2507.50| 3.70000 3145.00 PROTECTIVE COVERING EC-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A26 -3 TABULATION OF BIDS CALL ORDER : A26 CONTRACT ID : C00010615M01 COUNTIES : LANCASTER LETTING DATE : 05/23/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) K003 |( 3 ) N165 |HOWARD BROTHERS CONTRACTOR, |KENT & SONS, INC., J. L. |NICE & SONS, INC., GEORGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27410 1.000 EA | 300.00000 300.00| 400.00000 400.00| 300.00000 300.00 CHECK DAM, ROCK TY. I | | | 0300 27415 14.000 EA | 50.00000 700.00| 100.00000 1400.00| 165.00000 2310.00 CHECK DAM(ROCK) TY. II | | | 0310 27430 171.000 CY | 0.01000 1.71| 2.00000 342.00| 2.00000 342.00 SILTATION CONTROL EXCAVATION | | | 0320 27506 953.000 LF | 3.00000 2859.00| 1.75000 1667.75| 2.25000 2144.25 TEMP. FILTER BARRIER | | | 0330 50108 21.000 SF | 25.00000 525.00| 100.00000 2100.00| 29.00000 609.00 SIGN PANEL | | | 0340 50430 36.000 LF | 20.00000 720.00| 15.00000 540.00| 16.00000 576.00 SIGN POST STP-1 2" | | | 0350 50490 3.000 EA | 150.00000 450.00| 600.00000 1800.00| 300.00000 900.00 CONCRETE FOUNDATION STP-1 | | | 0360 51963 3.000 EA | 100.00000 300.00| 75.00000 225.00| 100.00000 300.00 NS REMOVE REMOVE & DISPOSE OF SIGN STR. | | | TY. SP-1 | | | 0370 54032 2600.000 LF | 1.00000 2600.00| 1.70000 4420.00| 1.75000 4550.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0380 54042 18.000 LF | 10.00000 180.00| 9.15000 164.70| 16.00000 288.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 211,809.44| $ 267,250.85| $ 315,344.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,809.44| $ 267,250.85| $ 315,344.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A28 -1 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00016634C01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/09/13 COMPLETION DATE PROJECT(S) : (NFO)U000-153-108,C501 FED # STP-5A401(305) (NFO)U000-153-108, C501 FED # STP-5A01(305) (NFO)U000-153-108, C501 FED # STP-5A01(305) CONTRACT DESCRIPTION: COTTAGE ST- GRADE,DRAIN, AND PAVING FROM: WALKER ST TO: PATRICK ST SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F034 FORT MYER CONSTRUCTION CORPORATION $ 1,298,284.28 100.0000% 2 A860 ARDENT COMPANY, LLC $ 1,330,900.00 102.5122% 3 A648 A & M CONCRETE CORP. $ 1,333,789.57 102.7348% 4 A477 ARTHUR CONSTRUCTION CO., INC. $ 1,394,968.57 107.4471% 5 M008 MARTIN AND GASS, INCORPORATED $ 1,402,137.99 107.9993% 6 T131 TAVARES CONCRETE CO., INC. $ 1,415,375.85 109.0189% 7 S1016 SAGRES CONSTRUCTION CORPORATION $ 1,426,566.33 109.8809% 8 F373 FINLEY ASPHALT & SEALING, INC. $ 1,495,392.20 115.1822% 9 F402 CIVIL CONSTRUCTION, L.L.C. $ 1,541,152.15 118.7068% ==================================================================================================================================== |( 1 ) F034 |( 2 ) A860 |( 3 ) A648 |FORT MYER CONSTRUCTION CORP |ARDENT COMPANY, LLC |A & M CONCRETE CORP. 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| 48000.00000 48000.00| 259000.00000 259000.00| 45000.00000 45000.00 MOBILIZATION | | | 0020 00101 LUMP| 11960.00000 11960.00| 15650.00000 15650.00| 8500.00000 8500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 7200.00000 7200.00| 5000.00000 5000.00| 23250.00000 23250.00 CLEARING AND GRUBBING | | | 0040 00120 5500.000 CY | 25.00000 137500.00| 25.00000 137500.00| 30.00000 165000.00 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A28 -2 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00016634C01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A860 |( 3 ) A648 |FORT MYER CONSTRUCTION CORP |ARDENT COMPANY, LLC |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00355 711.000 SY | 2.80000 1990.80| 1.75000 1244.25| 2.00000 1422.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0060 00525 1.000 CY | 480.00000 480.00| 583.23000 583.23| 750.00000 750.00 CONCRETE CLASS A3 MISC. | | | 0070 00588 3753.000 LF | 8.00000 30024.00| 5.00000 18765.00| 9.00000 33777.00 UNDERDRAIN UD-4 | | | 0080 00590 32.000 LF | 10.00000 320.00| 5.00000 160.00| 20.00000 640.00 COMB. UNDERDRAIN CD-1 | | | 0090 00591 32.000 LF | 10.00000 320.00| 50.00000 1600.00| 20.00000 640.00 COMB. UNDERDRAIN CD-2 | | | 0095 00595 12.000 LF | 45.00000 540.00| 5.00000 60.00| 20.00000 240.00 OUTLET PIPE | | | 0100 09057 2.000 EA | 1040.00000 2080.00| 500.00000 1000.00| 500.00000 1000.00 FRAME & COVER MH-1 | | | 0110 09150 185.000 TON | 45.00000 8325.00| 36.00000 6660.00| 74.00000 13690.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0120 10017 5575.000 TON | 31.50000 175612.50| 25.00000 139375.00| 33.00000 183975.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0130 10128 3517.000 TON | 26.00000 91442.00| 18.50000 65064.50| 28.00000 98476.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0140 10625 100.000 SY | 33.00000 3300.00| 10.00000 1000.00| 36.00000 3600.00 FLEXIBLE PAVE. TIE-IN PLANING 0" - 2" | | | 0150 10636 672.000 TON | 82.00000 55104.00| 76.00000 51072.00| 93.00000 62496.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0160 10642 3240.000 TON | 74.00000 239760.00| 70.00000 226800.00| 78.00000 252720.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0170 11040 72.390 SY | 57.50000 4162.43| 268.00000 19400.52| 68.00000 4922.52 CONCRETE ENTRANCE PAVE. 7" | | | 0180 11070 256.000 LF | 3.00000 768.00| 5.00000 1280.00| 3.00000 768.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | ASP. PAVE. FULL DEPTH | | | 0190 12025 2475.000 LF | 16.00000 39600.00| 25.00000 61875.00| 15.00000 37125.00 NS CURB CURB & GUTTER VIENNA | | | STANDARD | | | 0200 12035 667.000 LF | 16.00000 10672.00| 25.00000 16675.00| 16.00000 10672.00 NS RADIAL CURB RADIAL CURB & GUTTER | | | VIENNA STANDARD | | | 0210 12940 403.000 SY | 57.50000 23172.50| 14.50000 5843.50| 64.00000 25792.00 ENTRANCE GUTTER CG-9D | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A28 -3 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00016634C01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A860 |( 3 ) A648 |FORT MYER CONSTRUCTION CORP |ARDENT COMPANY, LLC |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 13108 75.000 SY | 247.00000 18525.00| 130.00000 9750.00| 120.00000 9000.00 CG-12 DETECTABLE WARNING SURFACE | | | 0230 13220 1984.000 SY | 31.10000 61702.40| 40.00000 79360.00| 26.75000 53072.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0240 13245 1.000 SY | 190.00000 190.00| 500.00000 500.00| 450.00000 450.00 NS SIDEWALK SIDEWALK CLAY BRICK PAVER | | | SIDEWALK | | | 0250 14506 2.000 EA | 3600.00000 7200.00| 4800.00000 9600.00| 4250.00000 8500.00 DI-PRECAST TOP (VARIOUS TYPES) | | | 0260 23560 1000.000 LF | 3.40000 3400.00| 1.00000 1000.00| 3.00000 3000.00 TEMP. SAFETY FENCE 4' | | | 0270 24100 500.000 HR | 25.00000 12500.00| 1.00000 500.00| 25.00000 12500.00 ALLAYING DUST | | | 0280 24150 16.000 EA | 200.00000 3200.00| 155.00000 2480.00| 300.00000 4800.00 TYPE III BARRICADE 4' | | | 0290 24152 22.000 EA | 282.00000 6204.00| 200.00000 4400.00| 325.00000 7150.00 TYPE III BARRICADE 8' | | | 0300 24160 1500.000 SF | 16.00000 24000.00| 11.00000 16500.00| 18.00000 27000.00 CONSTRUCTION SIGNS | | | 0310 24278 1000.000 DAY | 3.00000 3000.00| 0.60000 600.00| 0.75000 750.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 1000.000 HR | 5.00000 5000.00| 3.00000 3000.00| 4.00000 4000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24281 1000.000 HR | 5.00000 5000.00| 0.50000 500.00| 1.75000 1750.00 ELECTRONIC ARROW | | | 0340 24282 500.000 HR | 24.00000 12000.00| 1.00000 500.00| 26.00000 13000.00 FLAGGER SERVICE | | | 0350 24430 7532.000 SY | 5.30000 39919.60| 6.25000 47075.00| 6.90000 51970.80 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0360 24825 10.000 EA | 1200.00000 12000.00| 500.00000 5000.00| 850.00000 8500.00 NS MODIFY EXIST. MODIFY EXIST. DROP | | | INLET | | | 0370 24832 1.000 EA | 520.00000 520.00| 250.00000 250.00| 850.00000 850.00 NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE ... | | | 0380 25000 92.000 LF | 55.00000 5060.00| 150.00000 13800.00| 75.00000 6900.00 HANDRAIL HR-1 | | | 0390 25505 12.000 MO | 3200.00000 38400.00| 2000.00000 24000.00| 2900.00000 34800.00 FIELD OFFICE TY.I | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A28 -4 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00016634C01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A860 |( 3 ) A648 |FORT MYER CONSTRUCTION CORP |ARDENT COMPANY, LLC |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 27022 0.500 ACRE| 10460.00000 5230.00| 10000.00000 5000.00| 6000.00000 3000.00 TOPSOIL CLASS B 2" | | | 0410 27102 480.000 LB | 9.50000 4560.00| 2.00000 960.00| 12.00000 5760.00 REGULAR SEED | | | 0420 27103 300.000 LB | 6.90000 2070.00| 2.00000 600.00| 6.00000 1800.00 OVERSEEDING | | | 0430 27104 160.000 LB | 28.00000 4480.00| 22.00000 3520.00| 33.00000 5280.00 LEGUME SEED | | | 0440 27105 100.000 LB | 17.00000 1700.00| 22.00000 2200.00| 24.00000 2400.00 LEGUME OVERSEEDING | | | 0450 27215 1.000 TON | 1330.00000 1330.00| 1500.00000 1500.00| 950.00000 950.00 FERTILIZER(15-30-15) | | | 0460 27250 4.000 TON | 120.00000 480.00| 200.00000 800.00| 366.00000 1464.00 LIME | | | 0470 27284 850.000 SY | 1.10000 935.00| 0.70000 595.00| 1.00000 850.00 EROSION CONTROL MULCH | | | 0480 27430 245.000 CY | 24.00000 5880.00| 5.00000 1225.00| 20.00000 4900.00 SILTATION CONTROL EXCAVATION | | | 0490 27461 19.000 EA | 210.00000 3990.00| 250.00000 4750.00| 165.00000 3135.00 INLET PROTECTION TYPE B | | | 0500 27505 882.000 LF | 1.90000 1675.80| 1.50000 1323.00| 3.50000 3087.00 TEMP. SILT FENCE | | | 0510 40003 68.000 LF | 80.00000 5440.00| 80.00000 5440.00| 85.00000 5780.00 1" WATER SERVICE LINE | | | 0520 41104 11.000 EA | 1320.00000 14520.00| 100.00000 1100.00| 250.00000 2750.00 ADJUST EXIST. VALVE BOX | | | 0530 41827 2.000 EA | 4900.00000 9800.00| 2000.00000 4000.00| 1650.00000 3300.00 ADJUST EXIST. FIRE HYDRANT | | | 0540 41972 3.000 EA | 2650.00000 7950.00| 700.00000 2100.00| 1150.00000 3450.00 1" WATER METER & BOX | | | 0550 41977 9.000 EA | 1080.00000 9720.00| 250.00000 2250.00| 250.00000 2250.00 ADJUST EXIST. WATER METER BOX | | | 0560 42765 9.000 EA | 1090.00000 9810.00| 250.00000 2250.00| 750.00000 6750.00 ADJUST EXIST FRAME & COVER | | | 0570 44500 3.000 EA | 1190.00000 3570.00| 250.00000 750.00| 350.00000 1050.00 ADJUST EXIST. SMALL GAS VALVE BOX | | | 0580 49012 27.000 EA | 300.00000 8100.00| 100.00000 2700.00| 350.00000 9450.00 NS UTILITIES UTILITIES TEST PIT EXCAV. | | | IN PAVED AREAS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A28 -5 TABULATION OF BIDS CALL ORDER : A28 CONTRACT ID : C00016634C01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A860 |( 3 ) A648 |FORT MYER CONSTRUCTION CORP |ARDENT COMPANY, LLC |A & M CONCRETE CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 49012 27.000 EA | 200.00000 5400.00| 50.00000 1350.00| 375.00000 10125.00 NS UTILITIES UTILITIES TEST PIT EXCAV. | | | IN UNPAVED AREAS | | | 0600 50108 166.000 SF | 31.00000 5146.00| 19.00000 3154.00| 40.00000 6640.00 SIGN PANEL | | | 0610 50430 60.000 LF | 33.00000 1980.00| 46.00000 2760.00| 20.00000 1200.00 SIGN POST STP-1 2" | | | 0620 50432 30.000 LF | 42.00000 1260.00| 49.00000 1470.00| 55.00000 1650.00 SIGN POST STP-1 2 3/16" | | | 0630 50434 180.000 LF | 53.00000 9540.00| 51.00000 9180.00| 55.00000 9900.00 SIGN POST STP-1 2 1/2" | | | 0640 50490 24.000 EA | 190.00000 4560.00| 100.00000 2400.00| 95.00000 2280.00 CONCRETE FOUNDATION STP-1 | | | 0650 50902 7.000 EA | 500.00000 3500.00| 250.00000 1750.00| 150.00000 1050.00 NS TRAFFIC SIGN TRAFFIC SIGN RELOCATE | | | EXISTING GRD MTD SIGN PANEL | | | 0660 50902 24.000 EA | 300.00000 7200.00| 150.00000 3600.00| 88.00000 2112.00 NS TRAFFIC SIGN TRAFFIC SIGN REM & DISP | | | EXIST GRD MTD STR AND PANEL | | | 0670 50902 4.000 EA | 350.00000 1400.00| 150.00000 600.00| 88.00000 352.00 NS TRAFFIC SIGN TRAFFIC SIGN REM & DISP | | | EXIST GRD MTD STRUCTURE | | | 0680 54032 3100.000 LF | 0.75000 2325.00| 0.77000 2387.00| 0.90000 2790.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0690 54034 635.000 LF | 1.25000 793.75| 2.00000 1270.00| 2.25000 1428.75 TYPE B CLASS I PAVE. LINE MARKING 6" | | | 0700 54042 195.000 LF | 7.10000 1384.50| 7.40000 1443.00| 8.50000 1657.50 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0710 54105 3000.000 LF | 0.70000 2100.00| 0.60000 1800.00| 0.75000 2250.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0720 54550 1000.000 LF | 0.30000 300.00| 0.25000 250.00| 0.50000 500.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,298,284.28| $ 1,330,900.00| $ 1,333,789.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,298,284.28| $ 1,330,900.00| $ 1,333,789.57 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -1 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 04/30/13 COMPLETION DATE PROJECT(S) : (NFO)0641-076-028,C501 FED # HSIP-5A01 (302) CONTRACT DESCRIPTION: INTERSECTION IMPROVEMENTS FR:0.101 MI. WEST OF ROUTE 641/OLD BRIDGE ROAD(ROUTE 2101) TO:0.093 MI. EAST OF ROUTE 641/OLD BRIDGE ROAD (ROUTE 2101) SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 T131 TAVARES CONCRETE CO., INC. $ 843,047.95 100.0000% 2 A648 A & M CONCRETE CORP. $ 872,744.40 103.5225% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 991,313.35 117.5868% 4 F373 FINLEY ASPHALT & SEALING, INC. $ 995,397.73 118.0713% 5 A477 ARTHUR CONSTRUCTION CO., INC. $ 999,951.00 118.6114% 6 S1016 SAGRES CONSTRUCTION CORPORATION $ 1,037,060.25 123.0132% ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER 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| 56000.00000 56000.00| 45000.00000 45000.00| 81000.00000 81000.00 MOBILIZATION | | | 0020 00101 LUMP| 5000.00000 5000.00| 5800.00000 5800.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 40000.00000 40000.00| 5500.00000 5500.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0040 00120 741.000 CY | 42.00000 31122.00| 34.00000 25194.00| 44.00000 32604.00 REGULAR EXCAVATION | | | 0050 00140 578.000 CY | 24.00000 13872.00| 25.00000 14450.00| 22.00000 12716.00 BORROW EXCAVATION | | | 0060 00272 455.000 CY | 50.00000 22750.00| 41.00000 18655.00| 67.00000 30485.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0070 00355 365.000 SY | 3.00000 1095.00| 4.00000 1460.00| 7.00000 2555.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00588 61.000 LF | 28.00000 1708.00| 20.00000 1220.00| 21.50000 1311.50 UNDERDRAIN UD-4 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -2 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00595 32.000 LF | 20.00000 640.00| 20.00000 640.00| 30.00000 960.00 OUTLET PIPE | | | 0100 00596 1.000 EA | 475.00000 475.00| 690.00000 690.00| 1200.00000 1200.00 ENDWALL EW-12 | | | 0110 09046 1.000 LF | 1170.00000 1170.00| 3200.00000 3200.00| 900.00000 900.00 MANHOLE MH-1 | | | 0120 09057 1.000 EA | 475.00000 475.00| 650.00000 650.00| 750.00000 750.00 FRAME & COVER MH-1 | | | 0130 10017 389.000 TON | 40.00000 15560.00| 46.00000 17894.00| 60.00000 23340.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0140 10128 216.000 TON | 38.00000 8208.00| 32.00000 6912.00| 30.00000 6480.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0150 10610 170.000 TON | 88.00000 14960.00| 98.00000 16660.00| 98.00000 16660.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0160 10628 8683.000 SY | 3.00000 26049.00| 2.50000 21707.50| 2.25000 19536.75 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0170 10636 1095.000 TON | 84.00000 91980.00| 90.00000 98550.00| 91.00000 99645.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0180 10642 347.000 TON | 81.00000 28107.00| 90.00000 31230.00| 89.00000 30883.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0190 11070 1369.000 LF | 2.00000 2738.00| 1.00000 1369.00| 3.00000 4107.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0200 12030 793.000 LF | 14.00000 11102.00| 16.00000 12688.00| 29.00000 22997.00 STD. CURB CG-3 | | | 0210 12032 36.000 LF | 14.00000 504.00| 30.00000 1080.00| 37.00000 1332.00 RADIAL CURB CG-3 | | | 0220 12600 56.000 LF | 20.00000 1120.00| 30.00000 1680.00| 30.00000 1680.00 STD. COMB. CURB & GUTTER CG-6 | | | 0230 12610 73.000 LF | 20.00000 1460.00| 30.00000 2190.00| 42.00000 3066.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0240 13108 7.000 SY | 230.00000 1610.00| 160.00000 1120.00| 300.00000 2100.00 CG-12 DETECTABLE WARNING SURFACE | | | 0250 13220 276.000 SY | 28.00000 7728.00| 34.00000 9384.00| 46.00000 12696.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0260 13310 13.000 LF | 62.00000 806.00| 75.00000 975.00| 110.00000 1430.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0270 13315 2.000 EA | 800.00000 1600.00| 875.00000 1750.00| 1045.00000 2090.00 GUARDRAIL TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -3 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 13323 406.000 LF | 32.00000 12992.00| 36.00000 14616.00| 36.30000 14737.80 GUARDRAIL GR-2A | | | 0290 13333 43.000 LF | 34.00000 1462.00| 38.00000 1634.00| 39.60000 1702.80 RAD. GUARDRAIL GR-2A | | | 0300 13345 1.000 EA | 2000.00000 2000.00| 2350.00000 2350.00| 2860.00000 2860.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0310 13530 131.000 CY | 600.00000 78600.00| 750.00000 98250.00| 541.00000 70871.00 RETAINING WALL RW-3 | | | 0320 13561 65.000 CY | 85.00000 5525.00| 75.00000 4875.00| 102.00000 6630.00 POROUS BACKFILL | | | 0330 13565 231.000 CY | 35.00000 8085.00| 45.00000 10395.00| 85.00000 19635.00 RETAINING WALL EXCAVATION | | | 0340 13619 1.000 EA | 7000.00000 7000.00| 6500.00000 6500.00| 11970.00000 11970.00 IMPACT ATTENUATOR SERVICE TYPE II-8 | | | 0350 21021 104.000 SY | 60.00000 6240.00| 130.00000 13520.00| 167.00000 17368.00 NS MEDIAN STRIP MEDIAN STRIP STAMPED | | | AND COLORED CONCRETE | | | 0360 24160 643.000 SF | 20.00000 12860.00| 20.00000 12860.00| 20.00000 12860.00 CONSTRUCTION SIGNS | | | 0370 24272 1296.000 HR | 13.00000 16848.00| 21.00000 27216.00| 49.00000 63504.00 TRUCK MOUNTED ATTENUATOR | | | 0380 24278 9685.000 DAY | 0.75000 7263.75| 0.75000 7263.75| 1.00000 9685.00 GROUP 2 CHANNELIZING DEVICES | | | 0390 24279 10376.000 HR | 2.00000 20752.00| 3.50000 36316.00| 5.00000 51880.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0400 24281 72.000 HR | 20.00000 1440.00| 4.00000 288.00| 4.30000 309.60 ELECTRONIC ARROW | | | 0410 24282 200.000 HR | 19.00000 3800.00| 26.00000 5200.00| 29.00000 5800.00 FLAGGER SERVICE | | | 0420 24288 162.000 DAY | 1.00000 162.00| 5.00000 810.00| 12.00000 1944.00 WARNING LIGHT TY. B | | | 0430 24290 495.000 LF | 28.00000 13860.00| 45.00000 22275.00| 20.00000 9900.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0440 24430 71.000 SY | 25.00000 1775.00| 35.00000 2485.00| 31.00000 2201.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0450 24503 LUMP| 3100.00000 3100.00| 6800.00000 6800.00| 3300.00000 3300.00 NS REMOVE EXIST. REMOVE EXIST. SIGNAL | | | EQUIPMENT (PER INTERSECTION) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -4 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 27012 0.320 ACRE| 23000.00000 7360.00| 7500.00000 2400.00| 24000.00000 7680.00 TOPSOIL CLASS A 2" | | | 0470 27102 120.000 LB | 32.00000 3840.00| 26.00000 3120.00| 25.00000 3000.00 REGULAR SEED | | | 0480 27103 75.000 LB | 3.00000 225.00| 12.00000 900.00| 25.00000 1875.00 OVERSEEDING | | | 0490 27215 0.100 TON | 2500.00000 250.00| 4900.00000 490.00| 2000.00000 200.00 FERTILIZER(15-30-15) | | | 0500 27250 1.200 TON | 900.00000 1080.00| 750.00000 900.00| 1000.00000 1200.00 LIME | | | 0510 27415 3.000 EA | 335.00000 1005.00| 235.00000 705.00| 450.00000 1350.00 CHECK DAM(ROCK) TY. II | | | 0520 27430 2.000 CY | 10.00000 20.00| 200.00000 400.00| 50.00000 100.00 SILTATION CONTROL EXCAVATION | | | 0530 27461 4.000 EA | 400.00000 1600.00| 125.00000 500.00| 300.00000 1200.00 INLET PROTECTION TYPE B | | | 0540 27505 65.000 LF | 5.00000 325.00| 4.00000 260.00| 10.00000 650.00 TEMP. SILT FENCE | | | 0550 28820 18.000 UNIT| 52.00000 936.00| 40.00000 720.00| 55.00000 990.00 WATERING | | | 0560 28864 5.000 UNIT| 1600.00000 8000.00| 1750.00000 8750.00| 1650.00000 8250.00 VEGETATION CONTROL | | | 0570 38900 374.000 EA | 5.00000 1870.00| 6.00000 2244.00| 5.50000 2057.00 NS PLANT OR TREE PLANT OR TREE 4" POT | | | MUHLEY GRASS | | | 0580 38900 1142.000 EA | 5.00000 5710.00| 6.00000 6852.00| 5.50000 6281.00 NS PLANT OR TREE PLANT OR TREE BARE | | | ROOT PARDON ME DAYLILY | | | 0590 39001 300.000 EA | 19.00000 5700.00| 21.00000 6300.00| 19.80000 5940.00 NS TREE TREE 18" FRAGRANT SUMAC | | | 0600 39002 121.000 EA | 18.00000 2178.00| 20.00000 2420.00| 18.70000 2262.70 NS SHRUB SHRUB 12" WINTER JASMINE | | | 0610 39005 148.000 CY | 36.00000 5328.00| 40.00000 5920.00| 38.50000 5698.00 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 0620 50108 208.000 SF | 23.00000 4784.00| 26.00000 5408.00| 24.20000 5033.60 SIGN PANEL | | | 0630 50432 112.000 LF | 14.00000 1568.00| 26.00000 2912.00| 14.30000 1601.60 SIGN POST STP-1 2 3/16" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -5 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 50434 100.000 LF | 54.00000 5400.00| 58.00000 5800.00| 56.10000 5610.00 SIGN POST STP-1 2 1/2" | | | 0650 50502 9.000 EA | 1.05000 9.45| 150.00000 1350.00| 1.10000 9.90 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0660 50604 8.000 EA | 105.00000 840.00| 86.00000 688.00| 110.00000 880.00 REMOVE TY. IV SIGNS | | | 0670 50763 5.000 EA | 263.00000 1315.00| 150.00000 750.00| 275.00000 1375.00 RELOC. EXIST. SIGN PANEL TY. SP-4 | | | 0680 51030 1.000 EA | 1900.00000 1900.00| 780.00000 780.00| 1980.00000 1980.00 CONTROLLER | | | 0690 51170 1.000 EA | 2750.00000 2750.00| 3090.00000 3090.00| 2860.00000 2860.00 ELECTRICAL SERVICE SE-5 | | | 0700 51184 40.000 EA | 200.00000 8000.00| 178.00000 7120.00| 209.00000 8360.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 0710 51198 5.000 EA | 116.00000 580.00| 110.00000 550.00| 121.00000 605.00 PEDESTRIAN ACTUATION PA-2 | | | 0720 51199 1.000 EA | 475.00000 475.00| 490.00000 490.00| 495.00000 495.00 PEDESTRIAN ACTUATION PA-3 | | | 0730 51212 4.000 EA | 660.00000 2640.00| 580.00000 2320.00| 687.50000 2750.00 PEDESTAL POLE PF-2 12' | | | 0740 51234 26.000 CY | 740.00000 19240.00| 1080.00000 28080.00| 770.00000 20020.00 CONCRETE FOUNDATION SIGNAL POLE PF-1 | | | 0750 51240 4.000 EA | 475.00000 1900.00| 580.00000 2320.00| 495.00000 1980.00 CONCRETE FOUNDATION PF-2 | | | 0760 51247 1.000 EA | 950.00000 950.00| 958.00000 958.00| 990.00000 990.00 CONCRETE FOUND. CF-3 | | | 0770 51327 1.000 EA | 5800.00000 5800.00| 6850.00000 6850.00| 5977.40000 5977.40 SIGNAL POLE MP-1 20' ONE ARM 40' | | | 0780 51337 1.000 EA | 8800.00000 8800.00| 7450.00000 7450.00| 9122.30000 9122.30 SIGNAL POLE MP-1 20' ONE ARM 50' | | | 0790 51347 1.000 EA | 11000.00000 11000.00| 9700.00000 9700.00| 11477.40000 11477.40 SIGNAL POLE MP-1 20' ONE ARM 60' | | | 0800 51425 1.000 EA | 5700.00000 5700.00| 7650.00000 7650.00| 5874.00000 5874.00 NS SIGNAL POLE SIGNAL POLE MP-1 20' | | | 0810 51426 1.000 EA | 5700.00000 5700.00| 5300.00000 5300.00| 5775.00000 5775.00 NS MAST ARM MAST ARM 65' | | | 0820 51540 12.000 EA | 1.00000 12.00| 1.20000 14.40| 1.00000 12.00 LOOP DETECTOR AMPLIFIER | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -6 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 51600 1430.000 LF | 1.50000 2145.00| 1.50000 2145.00| 1.54000 2202.20 14/2 CONDUCTOR CABLE | | | 0840 51607 3375.000 LF | 1.80000 6075.00| 1.75000 5906.25| 1.87000 6311.25 14/7 CONDUCTOR CABLE | | | 0850 51615 3150.000 LF | 0.50000 1575.00| 1.50000 4725.00| 0.44000 1386.00 14/1 ENCLOSED COND. CABLE | | | 0860 51700 3150.000 LF | 1.50000 4725.00| 1.50000 4725.00| 1.54000 4851.00 14/2 CONDUCTOR CABLE SHIELDED | | | 0870 51830 6.000 EA | 210.00000 1260.00| 185.00000 1110.00| 220.00000 1320.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 0880 51831 4.000 EA | 310.00000 1240.00| 288.00000 1152.00| 324.50000 1298.00 HANGER ASSEMBLY SM-3, TWO WAY | | | 0890 51839 6.000 EA | 170.00000 1020.00| 230.00000 1380.00| 176.00000 1056.00 HANGER ASSEMBLY SMB-3, TWO WAY | | | 0900 51840 21.000 EA | 190.00000 3990.00| 132.00000 2772.00| 198.00000 4158.00 NS HANGER ASSEMBLY HANGER ASSEMBLY SMD- | | | 0910 51910 1265.000 LF | 8.00000 10120.00| 7.50000 9487.50| 7.70000 9740.50 SAW CUT | | | 0920 51951 26.000 EA | 53.00000 1378.00| 58.00000 1508.00| 55.00000 1430.00 INSTALL SIGN | | | 0930 51955 LUMP| 3200.00000 3200.00| 1270.00000 1270.00| 3300.00000 3300.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0940 52002 1.000 EA | 2200.00000 2200.00| 2540.00000 2540.00| 2310.00000 2310.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERR. PWR SPLY | | | CABINET TY. B | | | 0950 52002 1.000 EA | 2200.00000 2200.00| 2050.00000 2050.00| 2310.00000 2310.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER SPLY| | | 0960 52002 6.000 EA | 240.00000 1440.00| 236.00000 1416.00| 247.50000 1485.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE PWR SPLY | | | BTRY | | | 0970 52404 6.000 EA | 610.00000 3660.00| 490.00000 2940.00| 632.50000 3795.00 PEDESTRIAN SIGNAL HEAD SP-9 | | | 0980 54032 4115.000 LF | 1.00000 4115.00| 0.90000 3703.50| 0.94000 3868.10 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0990 54034 250.000 LF | 2.10000 525.00| 2.50000 625.00| 2.20000 550.00 TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -7 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 54037 800.000 LF | 2.00000 1600.00| 1.75000 1400.00| 1.87000 1496.00 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 1010 54042 900.000 LF | 9.00000 8100.00| 6.95000 6255.00| 8.80000 7920.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 1020 54105 2060.000 LF | 1.00000 2060.00| 1.20000 2472.00| 0.89000 1833.40 ERADICATION OF EXIST. PAVEMENT MARKING | | | 1030 54106 65.000 SF | 5.00000 325.00| 4.00000 260.00| 4.40000 286.00 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 1040 54300 16.000 EA | 90.00000 1440.00| 58.00000 928.00| 92.40000 1478.40 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 1050 54310 6.000 EA | 175.00000 1050.00| 175.00000 1050.00| 184.80000 1108.80 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 1060 54400 6.000 EA | 350.00000 2100.00| 350.00000 2100.00| 357.50000 2145.00 PAVEMENT MESSAGE MARK. "ONLY" | | | 1070 54424 9.000 EA | 100.00000 900.00| 230.00000 2070.00| 88.00000 792.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 1080 54425 7.000 EA | 150.00000 1050.00| 350.00000 2450.00| 154.00000 1078.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 1090 54466 1610.000 LF | 3.00000 4830.00| 2.90000 4669.00| 3.17000 5103.70 CONSTR. PAVE. MARKING (TY. E) 6" | | | 1100 54510 30.000 LF | 1.60000 48.00| 12.00000 360.00| 1.65000 49.50 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 1110 54550 4660.000 LF | 0.60000 2796.00| 0.50000 2330.00| 0.54000 2516.40 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 1120 54562 12.000 LF | 4.25000 51.00| 6.00000 72.00| 4.40000 52.80 CONSTR.PAVE.MARK. (TY.F,CL.I)24" | | | 1130 55060 285.000 LF | 1.60000 456.00| 1.20000 342.00| 1.65000 470.25 6 CONDUCTOR CABLE | | | 1140 55586 1.000 EA | 1100.00000 1100.00| 735.00000 735.00| 1155.00000 1155.00 JUNCTION BOX JB-S1 | | | 1150 55587 6.000 EA | 800.00000 4800.00| 800.00000 4800.00| 825.00000 4950.00 JUNCTION BOX JB-S2 | | | 1160 55588 1.000 EA | 800.00000 800.00| 1040.00000 1040.00| 990.00000 990.00 JUNCTION BOX JB-S3 | | | 1170 56014 8.000 EA | 42.00000 336.00| 105.00000 840.00| 44.00000 352.00 ELECT. SER. GRD. ELECTRODE(10') | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A30 -8 TABULATION OF BIDS CALL ORDER : A30 CONTRACT ID : C00096510C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) T131 |( 2 ) A648 |( 3 ) F034 |TAVARES CONCRETE CO., INC. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 56022 85.000 LF | 14.00000 1190.00| 18.00000 1530.00| 14.30000 1215.50 1" METAL CONDUIT | | | 1190 56026 90.000 LF | 5.25000 472.50| 9.25000 832.50| 5.50000 495.00 1 1/4" METAL CONDUIT | | | 1200 56030 60.000 LF | 5.25000 315.00| 9.50000 570.00| 5.50000 330.00 2" CONDUIT | | | 1210 56034 670.000 LF | 5.25000 3517.50| 5.00000 3350.00| 4.95000 3316.50 3" CONDUIT | | | 1220 56038 40.000 LF | 7.00000 280.00| 7.00000 280.00| 6.60000 264.00 4" CONDUIT | | | 1230 56052 375.000 LF | 5.25000 1968.75| 18.00000 6750.00| 5.50000 2062.50 BORED CONDUIT 4" | | | 1240 56200 840.000 LF | 5.00000 4200.00| 6.00000 5040.00| 4.95000 4158.00 TRENCH EXCAVATION ECI-1 | | | 1250 56205 4.000 EA | 5000.00000 20000.00| 1750.00000 7000.00| 4529.80000 18119.20 TEST BORE | | | SECTION TOTALS | $ 843,047.95| $ 872,744.40| $ 991,313.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 843,047.95| $ 872,744.40| $ 991,313.35 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A32 -1 TABULATION OF BIDS CALL ORDER : A32 CONTRACT ID : C00084934B54 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 06/28/13 COMPLETION DATE PROJECT(S) : (NFO) 0687-033-701, M501, B6 FED # BROS-033-2(035) CONTRACT DESCRIPTION: BRIDGE REPLACEMENT FR: 0.01 MI. NORTH ROUTE 691 TO: 0.70 MI. SOUTH ROUTE 689 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B728 D. A. BROWN, INC. $ 661,493.10 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 809,945.50 122.4420% 3 F440 FAIRFIELD-ECHOLS, LLC $ 839,118.40 126.8522% 4 E155 ELK KNOB, INC. $ 875,598.90 132.3670% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 884,738.00 133.7486% 6 A013 ALLEGHENY CONSTRUCTION COMPANY, INC. $ 895,479.85 135.3725% ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) F440 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |FAIRFIELD-ECHOLS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| 68500.00000 68500.00 MOBILIZATION | | | 0020 00102 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 6050.00000 6050.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 100.000 CY | 25.00000 2500.00| 50.00000 5000.00| 90.00000 9000.00 REGULAR EXCAVATION | | | 0040 10065 68.000 TON | 28.00000 1904.00| 35.00000 2380.00| 55.00000 3740.00 AGGR. MATL. NO. 1 | | | 0050 10128 41.000 TON | 25.00000 1025.00| 35.00000 1435.00| 40.00000 1640.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0060 10250 32.000 TON | 25.00000 800.00| 38.00000 1216.00| 43.00000 1376.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0070 10635 6.000 TON | 1000.00000 6000.00| 900.00000 5400.00| 850.00000 5100.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0080 11070 30.000 LF | 5.00000 150.00| 12.00000 360.00| 15.00000 450.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 8" DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A32 -2 TABULATION OF BIDS CALL ORDER : A32 CONTRACT ID : C00084934B54 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) F440 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |FAIRFIELD-ECHOLS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13220 1.000 SY | 80.00000 80.00| 400.00000 400.00| 200.00000 200.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0100 13496 20.000 LF | 40.00000 800.00| 30.00000 600.00| 60.00000 1200.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 0110 24100 300.000 HR | 1.00000 300.00| 20.00000 6000.00| 30.00000 9000.00 ALLAYING DUST | | | 0120 24152 6.000 EA | 350.00000 2100.00| 345.00000 2070.00| 300.00000 1800.00 TYPE III BARRICADE 8' | | | 0130 24160 200.000 SF | 20.00000 4000.00| 14.00000 2800.00| 17.00000 3400.00 CONSTRUCTION SIGNS | | | 0140 24260 28.000 TON | 25.00000 700.00| 30.00000 840.00| 45.00000 1260.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0150 24410 48.000 SY | 4.00000 192.00| 15.00000 720.00| 10.00000 480.00 DEMOLITION OF PAVEMENT | | | 0160 27422 2.000 EA | 800.00000 1600.00| 2000.00000 4000.00| 1000.00000 2000.00 DEWATERING BASIN | | | 0170 27430 85.000 CY | 1.00000 85.00| 1.00000 85.00| 1.00000 85.00 SILTATION CONTROL EXCAVATION | | | 0180 27505 450.000 LF | 3.00000 1350.00| 3.50000 1575.00| 4.00000 1800.00 TEMP. SILT FENCE | | | 0190 50108 52.000 SF | 25.00000 1300.00| 35.00000 1820.00| 68.25000 3549.00 SIGN PANEL | | | 0200 50430 67.000 LF | 15.00000 1005.00| 14.00000 938.00| 6.70000 448.90 SIGN POST STP-1 2" | | | 0210 50490 5.000 EA | 125.00000 625.00| 660.00000 3300.00| 85.00000 425.00 CONCRETE FOUNDATION STP-1 | | | 0220 54100 4.000 LF | 30.00000 120.00| 29.50000 118.00| 27.00000 108.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | YIELD LINES | | | 0230 60125 LUMP| 385000.00000 385000.00| 390000.00000 390000.00| 366000.00000 366000.00 NS BRIDGE BRIDGE PREFAB. STEEL TRUSS | | | 0240 60404 41.000 CY | 525.00000 21525.00| 1100.00000 45100.00| 2200.00000 90200.00 CONCRETE CLASS A4 | | | 0250 60490 179.000 SY | 17.00000 3043.00| 15.00000 2685.00| 17.00000 3043.00 BRIDGE DECK GROOVING | | | 0260 61701 5000.000 LB | 1.75000 8750.00| 2.00000 10000.00| 3.00000 15000.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A32 -3 TABULATION OF BIDS CALL ORDER : A32 CONTRACT ID : C00084934B54 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) F440 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |FAIRFIELD-ECHOLS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 62021 240.000 LF | 64.59000 15501.60| 80.00000 19200.00| 40.00000 9600.00 NS RAILING RAILING THRIE BEAM RAILING | | | SYSTEM | | | 0280 64005 97.000 TON | 30.00000 2910.00| 48.00000 4656.00| 60.00000 5820.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0290 64011 50.000 CY | 40.00000 2000.00| 20.00000 1000.00| 75.00000 3750.00 STRUCTURE EXCAVATION | | | 0300 65013 25.100 CY | 475.00000 11922.50| 1600.00000 40160.00| 1500.00000 37650.00 CONCRETE CLASS A3 | | | 0310 65200 3510.000 LB | 1.25000 4387.50| 1.25000 4387.50| 2.00000 7020.00 REINF. STEEL | | | 0320 65201 1820.000 LB | 2.50000 4550.00| 2.00000 3640.00| 3.00000 5460.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0330 66115 LUMP| 1.00000 1.00| 30000.00000 30000.00| 12000.00000 12000.00 TEMP. CAUSEWAY | | | 0340 66120 1.000 EA | 2500.00000 2500.00| 10000.00000 10000.00| 10000.00000 10000.00 COFFERDAM | | | 0350 66239 148.000 TON | 48.00000 7104.00| 45.00000 6660.00| 50.00000 7400.00 DRY RIPRAP CL.II 38" | | | 0360 66921 24.000 LF | 1350.00000 32400.00| 1400.00000 33600.00| 1700.00000 40800.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ROCK SOCKET 30" | | | 0370 66921 16.000 LF | 1300.00000 20800.00| 1400.00000 22400.00| 1600.00000 25600.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE SPECIAL EXCAV. DRILLED | | | SHAFT 36" | | | 0380 66921 26.000 LF | 450.00000 11700.00| 1400.00000 36400.00| 500.00000 13000.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE STAND. EXCAV. DRILLED | | | SHAFT 36" | | | 0390 66924 4.000 EA | 3000.00000 12000.00| 3000.00000 12000.00| 2700.00000 10800.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE CROSSHOLE SONIC | | | LOGGING (CSL) | | | 0400 67900 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| 50000.00000 50000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 6089 | | | 0410 67902 10.000 LF | 50.00000 500.00| 700.00000 7000.00| 150.00000 1500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS RECONST RUBBLE ROCK | | | WALL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A32 -4 TABULATION OF BIDS CALL ORDER : A32 CONTRACT ID : C00084934B54 COUNTIES : FRANKLIN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) F440 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |FAIRFIELD-ECHOLS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 68042 3.500 CY | 475.00000 1662.50| 1000.00000 3500.00| 675.00000 2362.50 NS CONCRETE CONCRETE CONCRETE BULKHEAD | | | 0430 68476 LUMP| 500.00000 500.00| 18000.00000 18000.00| 1.00000 1.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION (STR. 6089) | | | 0440 68492 LUMP| 100.00000 100.00| 500.00000 500.00| 500.00000 500.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | (STR. 6089 & TYPE B) | | | SECTION TOTALS | $ 661,493.10| $ 809,945.50| $ 839,118.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 661,493.10| $ 809,945.50| $ 839,118.40 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A40 -1 TABULATION OF BIDS CALL ORDER : A40 CONTRACT ID : C00096575B47 COUNTIES : TAZEWELL LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 05/30/13 COMPLETION DATE PROJECT(S) : 0666-092-808, B647 FED # BH-BR01(289) CONTRACT DESCRIPTION: BRIDGE DECK REPLACEMENT FROM: 0.01 MI. E. RTE. 623 TO: 4.49 MI. W. RTE. 625 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 E155 ELK KNOB, INC. $ 642,318.00 100.0000% 2 C1334 CROSSROADS BRIDGE INC $ 777,599.92 121.0615% 3 K065 KEN CONSTRUCTION CO., INC. $ 845,025.95 131.5588% 4 P316 PATRICK CONSTRUCTION, INC. $ 901,784.50 140.3953% 5 O017 ORDERS CONSTRUCTION COMPANY, INC. $ 920,492.63 143.3079% 6 D172 DLB, INC. $ 996,311.80 155.1119% ==================================================================================================================================== |( 1 ) E155 |( 2 ) C1334 |( 3 ) K065 |ELK KNOB, INC. |CROSSROADS BRIDGE INC. |KEN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00100 LUMP| 50000.00000 50000.00| 62000.00000 62000.00| 85000.00000 85000.00 MOBILIZATION | | | 0020 00101 LUMP| 3168.00000 3168.00| 12000.00000 12000.00| 8000.00000 8000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 10065 46.000 TON | 30.00000 1380.00| 42.00000 1932.00| 50.00000 2300.00 AGGR. MATL. NO. 1 | | | 0040 10128 29.000 TON | 30.00000 870.00| 45.00000 1305.00| 80.00000 2320.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0050 10598 57.000 TON | 198.00000 11286.00| 210.00000 11970.00| 225.00000 12825.00 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-19.0A | | | 0060 10628 900.000 SY | 7.87000 7083.00| 7.50000 6750.00| 10.00000 9000.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0070 13320 338.000 LF | 21.00000 7098.00| 22.00000 7436.00| 20.00000 6760.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A40 -2 TABULATION OF BIDS CALL ORDER : A40 CONTRACT ID : C00096575B47 COUNTIES : TAZEWELL LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) C1334 |( 3 ) K065 |ELK KNOB, INC. |CROSSROADS BRIDGE INC. |KEN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13331 88.000 LF | 27.50000 2420.00| 27.50000 2420.00| 25.00000 2200.00 RAD. GUARDRAIL GR-2 | | | 0090 13345 3.000 EA | 2750.00000 8250.00| 2650.00000 7950.00| 2500.00000 7500.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0100 13383 3.000 EA | 2420.00000 7260.00| 2430.00000 7290.00| 2200.00000 6600.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0110 13607 1.000 EA | 18750.00000 18750.00| 17000.00000 17000.00| 15500.00000 15500.00 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 0120 24265 LUMP| 40000.00000 40000.00| 51500.00000 51500.00| 35000.00000 35000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STRUCTURE NO. 6275 | | | 0130 27430 17.000 CY | 1.00000 17.00| 0.01000 0.17| 0.10000 1.70 SILTATION CONTROL EXCAVATION | | | 0140 27505 100.000 LF | 3.00000 300.00| 4.00000 400.00| 6.00000 600.00 TEMP. SILT FENCE | | | 0150 51955 LUMP| 39600.00000 39600.00| 45000.00000 45000.00| 35000.00000 35000.00 TEMPORARY TRAFFIC CONTROL SIGNAL | | | 0160 54020 765.000 LF | 3.30000 2524.50| 3.35000 2562.75| 4.95000 3786.75 TYPE A PAVEMENT LINE MARKING 4" | | | 0170 54028 15.000 LF | 16.50000 247.50| 16.50000 247.50| 24.50000 367.50 TYPE A PAVEMENT LINE MARKING 24" | | | 0180 68023 319.000 LF | 125.00000 39875.00| 195.00000 62205.00| 140.00000 44660.00 RAILING,KANSAS CORRAL 32" W/OUT CURB | | | 0190 68040 128.500 CY | 825.00000 106012.50| 910.00000 116935.00| 950.00000 122075.00 CONCRETE CLASS A4 | | | 0200 68090 477.000 SY | 9.00000 4293.00| 7.50000 3577.50| 15.00000 7155.00 BRIDGE DECK GROOVING | | | 0210 68101 31800.000 LB | 2.00000 63600.00| 2.55000 81090.00| 2.30000 73140.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0220 68166 5.000 EA | 950.00000 4750.00| 500.00000 2500.00| 2500.00000 12500.00 ANCHOR BOLT REPLACEMENT | | | 0230 68472 LUMP| 99000.00000 99000.00| 100000.00000 100000.00| 130000.00000 130000.00 NS RECOAT EX. STR. RECOAT EX. STR. NO. | | | 6275, TYPE B | | | 0240 68476 LUMP| 33000.00000 33000.00| 66000.00000 66000.00| 45000.00000 45000.00 NS ENV.& WORKER PROTECT. ENV.& WORK. | | | PROTECTION STR. NO. 6275 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A40 -3 TABULATION OF BIDS CALL ORDER : A40 CONTRACT ID : C00096575B47 COUNTIES : TAZEWELL LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) E155 |( 2 ) C1334 |( 3 ) K065 |ELK KNOB, INC. |CROSSROADS BRIDGE INC. |KEN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 68492 LUMP| 6600.00000 6600.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MATERIAL DISPOSAL MATERIAL DISPOSAL | | | STR. NO. 6275, TYPE B | | | 0260 68900 LUMP| 42500.00000 42500.00| 57000.00000 57000.00| 111000.00000 111000.00 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NO. 6275 | | | 0270 68904 6.000 EA | 2575.00000 15450.00| 3500.00000 21000.00| 4500.00000 27000.00 NS BR. SUPERSTR. WID./REPAIR SUPERSTR. | | | WID./REPAIR DIAPHRAGM/CONNNECTOR PLATE | | | REPLACEMENT | | | 0280 69011 42.000 CY | 40.00000 1680.00| 22.00000 924.00| 30.00000 1260.00 STRUCTURE EXCAVATION | | | 0290 69030 3.400 CY | 3000.00000 10200.00| 1650.00000 5610.00| 2500.00000 8500.00 CONCRETE CLASS A3 | | | 0300 69101 450.000 LB | 1.75000 787.50| 2.50000 1125.00| 2.50000 1125.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0310 69500 14.000 SY | 750.00000 10500.00| 650.00000 9100.00| 400.00000 5600.00 CONCRETE SUBSTRUCT. SURFACE REPAIR | | | 0320 69805 106.000 SY | 36.00000 3816.00| 45.00000 4770.00| 125.00000 13250.00 WATERPROOFING | | | SECTION TOTALS | $ 642,318.00| $ 777,599.92| $ 845,025.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 642,318.00| $ 777,599.92| $ 845,025.95 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A41 -1 TABULATION OF BIDS CALL ORDER : A41 CONTRACT ID : 00093620N01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : (NFO)GR9D-96A-859,N501 FED # STP-TS09-(244) (NFO)GR9D-96A-859,N501 FED # STP-TS09-(244) CONTRACT DESCRIPTION: NOVA PRIMARY SYSTEM GUARDRAIL UPGRADES FROM: VARIOUS PRIMARY LOCATIONS - FAIRFAX & PRINCE WILLIAM TO: VARIOUS PRIMARY LOCATIONS - FAIRFAX & PRINCE WILLIAM SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L022 LONG FENCE COMPANY, INC. $ 680,764.51 100.0000% 2 A880 A & P SERVICES, LLC $ 684,762.50 100.5873% 3 R975 RITE WAY FENCE, INC. $ 745,421.38 109.4977% 4 R976 RMD HOLDINGS, LTD. $ 798,393.01 117.2789% 5 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 861,837.37 126.5985% ==================================================================================================================================== |( 1 ) L022 |( 2 ) A880 |( 3 ) R975 |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC |RITE WAY FENCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00122 5545.000 LF | 3.10000 17189.50| 5.00000 27725.00| 4.50000 24952.50 NS GRADING GRADING /SHOULDER RESTORATIO | | | 0020 10505 7.000 TON | 585.00000 4095.00| 1000.00000 7000.00| 650.00000 4550.00 NS PAVEMENT PAVEMENT RESTORATION | | | 0030 11070 125.000 LF | 9.36000 1170.00| 12.00000 1500.00| 10.00000 1250.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0040 12030 26.000 LF | 87.75000 2281.50| 100.00000 2600.00| 95.00000 2470.00 STD. CURB CG-3 | | | 0050 12700 100.000 LF | 87.75000 8775.00| 100.00000 10000.00| 95.00000 9500.00 STD. COMB. CURB & GUTTER CG-7 | | | 0060 13310 12.500 LF | 28.56000 357.00| 100.00000 1250.00| 200.00000 2500.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0070 13312 2.000 EA | 1689.00000 3378.00| 2000.00000 4000.00| 2000.00000 4000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A41 -2 TABULATION OF BIDS CALL ORDER : A41 CONTRACT ID : 00093620N01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) A880 |( 3 ) R975 |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC |RITE WAY FENCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13315 27.000 EA | 683.57000 18456.39| 800.00000 21600.00| 795.00000 21465.00 GUARDRAIL TERMINAL GR-11 | | | 0090 13320 7800.000 LF | 14.94000 116532.00| 17.00000 132600.00| 15.85000 123630.00 GUARDRAIL GR-2 | | | 0100 13323 537.500 LF | 23.76000 12771.00| 27.00000 14512.50| 18.50000 9943.75 GUARDRAIL GR-2A | | | 0110 13331 150.000 LF | 17.08000 2562.00| 20.00000 3000.00| 20.00000 3000.00 RAD. GUARDRAIL GR-2 | | | 0120 13333 25.000 LF | 25.86000 646.50| 30.00000 750.00| 30.00000 750.00 RAD. GUARDRAIL GR-2A | | | 0130 13345 14.000 EA | 2031.47000 28440.58| 2400.00000 33600.00| 2150.00000 30100.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0140 13346 16.000 EA | 310.42000 4966.72| 150.00000 2400.00| 300.00000 4800.00 REMOVE GR-7 TERMINAL | | | 0150 13349 38.000 EA | 776.06000 29490.28| 750.00000 28500.00| 400.00000 15200.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0160 13355 75.000 LF | 28.54000 2140.50| 23.00000 1725.00| 45.00000 3375.00 GUARDRAIL GR-10 | | | 0170 13375 12.500 LF | 69.97000 874.63| 100.00000 1250.00| 500.00000 6250.00 RAILING, TEXAS T-6 | | | 0180 13385 2.000 EA | 703.43000 1406.86| 1200.00000 2400.00| 2100.00000 4200.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0190 13392 2.000 EA | 1571.79000 3143.58| 2000.00000 4000.00| 2100.00000 4200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0200 13393 1.000 EA | 444.21000 444.21| 450.00000 450.00| 1100.00000 1100.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0210 13400 75.000 LF | 40.03000 3002.25| 40.00000 3000.00| 75.00000 5625.00 NS GUARDRAIL GUARDRAIL GR-10 (POWDER | | | COATED) | | | 0220 13400 637.500 LF | 34.39000 21923.63| 30.00000 19125.00| 31.00000 19762.50 NS GUARDRAIL GUARDRAIL GR-2 (POWDER | | | COATED) | | | 0230 13400 1212.500 LF | 51.32000 62225.50| 40.00000 48500.00| 43.00000 52137.50 NS GUARDRAIL GUARDRAIL GR-2A (POWDER | | | COATED) | | | 0240 13400 25.000 LF | 52.55000 1313.75| 45.00000 1125.00| 47.00000 1175.00 NS GUARDRAIL GUARDRAIL RADIAL GR-2A | | | (POWDER COATED) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A41 -3 TABULATION OF BIDS CALL ORDER : A41 CONTRACT ID : 00093620N01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) A880 |( 3 ) R975 |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC |RITE WAY FENCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13400 50.000 LF | 60.93000 3046.50| 125.00000 6250.00| 350.00000 17500.00 NS GUARDRAIL GUARDRAIL RAILING TEXAS | | | T-6 (POWDER COATED) | | | 0260 13401 1.000 EA | 75.45000 75.45| 100.00000 100.00| 100.00000 100.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-9 OR GR-11 | | | 0270 13401 4.000 EA | 2504.03000 10016.12| 3000.00000 12000.00| 3200.00000 12800.00 NS GUARDRAIL GUARDRAIL GR-FOA-2,TYPE | | | I(POWDER COATED) | | | 0280 13401 238.000 EA | 21.14000 5031.32| 15.00000 3570.00| 7.25000 1725.50 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/COMPOSITE) | | | 0290 13401 2.000 EA | 105.83000 211.66| 30.00000 60.00| 500.00000 1000.00 NS GUARDRAIL GUARDRAIL RE-TENSION CABLE | | | 0300 13401 1.000 EA | 197.54000 197.54| 500.00000 500.00| 600.00000 600.00 NS GUARDRAIL GUARDRAIL REUSE EXIST. | | | TERMINAL GR-11 | | | 0310 13401 24.000 EA | 352.76000 8466.24| 1000.00000 24000.00| 1700.00000 40800.00 NS GUARDRAIL GUARDRAIL REUSE EXIST. | | | TERMINAL GR-9 | | | 0320 13401 10.000 EA | 6560.00000 65600.00| 2000.00000 20000.00| 5000.00000 50000.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-17D TYPE I | | | 0330 13401 2.000 EA | 3993.00000 7986.00| 5000.00000 10000.00| 5400.00000 10800.00 NS GUARDRAIL GUARDRAIL TERMINAL CAT-350 | | | 0340 13401 1.000 EA | 1143.00000 1143.00| 900.00000 900.00| 1400.00000 1400.00 NS GUARDRAIL GUARDRAIL TERMINAL GR-11 | | | (POWDER COATED) | | | 0350 13401 9.000 EA | 2574.00000 23166.00| 3200.00000 28800.00| 3000.00000 27000.00 NS GUARDRAIL GUARDRAIL | | | TERMINALGR-7(NCHRP-350)(POWDER COATED | | | 0360 13421 150.000 LF | 23.69000 3553.50| 25.00000 3750.00| 30.00000 4500.00 MEDIAN BARRIER MB-3 | | | 0370 16242 357.000 TON | 32.61000 11641.77| 50.00000 17850.00| 32.00000 11424.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0380 17323 1750.000 LF | 7.62000 13335.00| 14.00000 24500.00| 9.10000 15925.00 GUARDRAIL BEAM | | | 0390 17329 3.000 EA | 68.40000 205.20| 100.00000 300.00| 75.00000 225.00 POST (WOOD, CONC., OR STEEL) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A41 -4 TABULATION OF BIDS CALL ORDER : A41 CONTRACT ID : 00093620N01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) A880 |( 3 ) R975 |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC |RITE WAY FENCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 17338 2.000 EA | 35.28000 70.56| 100.00000 200.00| 150.00000 300.00 DRILL HOLE | | | 0410 17451 185.000 EA | 10.82000 2001.70| 5.00000 925.00| 7.25000 1341.25 GUARDRAIL DELINEATOR | | | 0420 24272 245.000 HR | 16.93000 4147.85| 30.00000 7350.00| 20.00000 4900.00 TRUCK MOUNTED ATTENUATOR | | | 0430 24278 8350.000 DAY | 2.65000 22127.50| 1.00000 8350.00| 1.50000 12525.00 GROUP 2 CHANNELIZING DEVICES | | | 0440 24279 245.000 HR | 57.66000 14126.70| 30.00000 7350.00| 20.00000 4900.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0450 24281 480.000 HR | 16.93000 8126.40| 5.00000 2400.00| 15.00000 7200.00 ELECTRONIC ARROW | | | 0460 24282 715.000 HR | 16.93000 12104.95| 20.00000 14300.00| 15.00000 10725.00 FLAGGER SERVICE | | | 0470 24501 325.000 LF | 52.65000 17111.25| 60.00000 19500.00| 25.00000 8125.00 NS REMOVE EXIST. REMOVE EXIST. CURB AND | | | GUTTER | | | 0480 24601 9900.000 LF | 2.12000 20988.00| 1.00000 9900.00| 1.35000 13365.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ... | | | 0490 24611 7262.500 LF | 6.53000 47424.13| 7.00000 50837.50| 13.35000 96954.38 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL ... | | | 0500 24616 5.000 EA | 296.31000 1481.55| 1000.00000 5000.00| 1500.00000 7500.00 NS REUSE GUARDRAIL TERMINAL GR-7 REUSE | | | GR TERMINAL GR-7 ... | | | 0510 24702 18.000 EA | 141.10000 2539.80| 100.00000 1800.00| 250.00000 4500.00 NS REMOVE EXIST. REMOVE EXIST FOA | | | 0520 24702 28.000 EA | 232.82000 6518.96| 150.00000 4200.00| 250.00000 7000.00 NS REMOVE EXIST. REMOVE EXIST GR-9 | | | TERMINAL | | | 0530 24703 12.500 LF | 211.65000 2645.63| 25.00000 312.50| 10.00000 125.00 NS REMOVE EXIST REMOVE EXIST. GR-6 | | | TERMINAL | | | 0540 24703 6.000 LF | 1411.02000 8466.12| 350.00000 2100.00| 200.00000 1200.00 NS REMOVE EXIST REMOVE EXIST. GR-8 | | | ANCHOR SYSTEM | | | 0550 27505 200.000 LF | 11.70000 2340.00| 12.50000 2500.00| 4.50000 900.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A41 -5 TABULATION OF BIDS CALL ORDER : A41 CONTRACT ID : 00093620N01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A PRINCE WILLIAM SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) A880 |( 3 ) R975 |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC |RITE WAY FENCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 27506 75.000 LF | 14.04000 1053.00| 15.00000 1125.00| 8.00000 600.00 TEMP. FILTER BARRIER | | | 0570 49012 7.000 EA | 28.22000 197.54| 200.00000 1400.00| 100.00000 700.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (NON-PAVED AREAS) | | | 0580 49012 15.000 EA | 49.39000 740.85| 1000.00000 15000.00| 150.00000 2250.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (PAVED AREAS) | | | 0590 50206 13.000 LF | 50.44000 655.72| 20.00000 260.00| 150.00000 1950.00 SIGN POST WOOD 6" X 6" | | | 0600 50902 2.000 EA | 171.76000 343.52| 30.00000 60.00| 250.00000 500.00 NS TRAFFIC SIGN TRAFFIC SIGN END | | | SECTION REFLECTIVE SHEETING | | | 0610 50902 3.000 EA | 1245.00000 3735.00| 300.00000 900.00| 300.00000 900.00 NS TRAFFIC SIGN TRAFFIC SIGN MODIFIED | | | TYPE III OBJECT MARKER 24"X30" | | | 0620 51962 1.000 EA | 141.10000 141.10| 300.00000 300.00| 2500.00000 2500.00 NS RELOCATE RELOCATE TRAFFIC SIGN | | | 0630 54032 125.000 LF | 2.00000 250.00| 25.00000 3125.00| 20.00000 2500.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0640 54042 15.000 LF | 11.00000 165.00| 25.00000 375.00| 15.00000 225.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 680,764.51| $ 684,762.50| $ 745,421.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 680,764.51| $ 684,762.50| $ 745,421.38 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A44 -1 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C00097601N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : (NFO)GR9B-96A-088,N501 FED # STP-96A-9(125) (NFO)GR9B-96A-088,N501 FED # STP-96A-9(125) CONTRACT DESCRIPTION: NOVA PRIMARY SYSTEM GUARDRAIL UPGRADES FROM: VARIOUS PRIMARY LOCATIONS - ARLINGTON AND FAIRFAX TO: VARIOUS PRIMARY LOCATIONS - ARLINGTON AND FAIRFAX SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 L022 LONG FENCE COMPANY, INC. $ 488,751.36 100.0000% 2 R975 RITE WAY FENCE, INC. $ 535,981.26 109.6634% 3 R976 RMD HOLDINGS, LTD. $ 540,977.80 110.6857% 4 A880 A & P SERVICES, LLC $ 559,603.50 114.4966% ==================================================================================================================================== |( 1 ) L022 |( 2 ) R975 |( 3 ) R976 |LONG FENCE COMPANY, INC. |RITE WAY FENCE, INC. |RMD HOLDINGS, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00122 955.000 LF | 3.18000 3036.90| 5.00000 4775.00| 8.50000 8117.50 NS GRADING GRADING /SHOULDER RESTORATIO | | | 0020 10505 56.000 TON | 420.00000 23520.00| 500.00000 28000.00| 380.00000 21280.00 NS PAVEMENT PAVEMENT RESTORATION | | | 0030 11070 1000.000 LF | 6.00000 6000.00| 10.00000 10000.00| 5.40000 5400.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0040 12030 508.000 LF | 72.00000 36576.00| 85.00000 43180.00| 67.00000 34036.00 STD. CURB CG-3 | | | 0050 12505 3.000 TON | 456.00000 1368.00| 650.00000 1950.00| 181.00000 543.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0060 12700 500.000 LF | 78.00000 39000.00| 85.00000 42500.00| 73.00000 36500.00 STD. COMB. CURB & GUTTER CG-7 | | | 0070 13312 7.000 EA | 1735.00000 12145.00| 2000.00000 14000.00| 2000.00000 14000.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A44 -2 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C00097601N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) R975 |( 3 ) R976 |LONG FENCE COMPANY, INC. |RITE WAY FENCE, INC. |RMD HOLDINGS, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 13315 27.000 EA | 701.10000 18929.70| 800.00000 21600.00| 662.00000 17874.00 GUARDRAIL TERMINAL GR-11 | | | 0090 13320 3250.000 LF | 15.33000 49822.50| 16.25000 52812.50| 19.75000 64187.50 GUARDRAIL GR-2 | | | 0100 13323 1662.500 LF | 24.37000 40515.13| 20.00000 33250.00| 26.50000 44056.25 GUARDRAIL GR-2A | | | 0110 13331 25.000 LF | 17.52000 438.00| 18.00000 450.00| 22.00000 550.00 RAD. GUARDRAIL GR-2 | | | 0120 13333 75.000 LF | 26.52000 1989.00| 27.00000 2025.00| 35.00000 2625.00 RAD. GUARDRAIL GR-2A | | | 0130 13345 17.000 EA | 2084.00000 35428.00| 2250.00000 38250.00| 2400.00000 40800.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0140 13346 20.000 EA | 319.00000 6380.00| 250.00000 5000.00| 460.00000 9200.00 REMOVE GR-7 TERMINAL | | | 0150 13349 20.000 EA | 796.00000 15920.00| 450.00000 9000.00| 450.00000 9000.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0160 13355 62.500 LF | 29.27000 1829.38| 27.00000 1687.50| 36.00000 2250.00 GUARDRAIL GR-10 | | | 0170 13375 25.000 LF | 71.77000 1794.25| 250.00000 6250.00| 100.25000 2506.25 RAILING, TEXAS T-6 | | | 0180 13392 3.000 EA | 1612.00000 4836.00| 2100.00000 6300.00| 2330.00000 6990.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0190 13393 1.000 EA | 455.00000 455.00| 1400.00000 1400.00| 520.00000 520.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0200 13400 37.500 LF | 35.27000 1322.63| 125.00000 4687.50| 42.00000 1575.00 NS GUARDRAIL GUARDRAIL GR-2 (POWDER | | | COATED) | | | 0210 13401 1.000 EA | 1721.00000 1721.00| 3000.00000 3000.00| 3200.00000 3200.00 NS GUARDRAIL GUARDRAIL ALT B/C TERMINAL | | | GR-9 (NCHRP-350) (P. C) | | | 0220 13401 72.000 EA | 21.68000 1560.96| 7.25000 522.00| 10.00000 720.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/COMPOSITE) | | | 0230 13401 9.000 EA | 361.80000 3256.20| 1750.00000 15750.00| 1215.00000 10935.00 NS GUARDRAIL GUARDRAIL REUSE EXISTING | | | TERMINAL GR-9 | | | 0240 13401 2.000 EA | 202.61000 405.22| 700.00000 1400.00| 380.00000 760.00 NS GUARDRAIL GUARDRAIL REUSE EXISTING | | | TERMINAL GR-11 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A44 -3 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C00097601N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) R975 |( 3 ) R976 |LONG FENCE COMPANY, INC. |RITE WAY FENCE, INC. |RMD HOLDINGS, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13401 1.000 EA | 6728.40000 6728.40| 5000.00000 5000.00| 2500.00000 2500.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-1, TYPE I | | | 0260 13401 1.000 EA | 6728.40000 6728.40| 5000.00000 5000.00| 3720.00000 3720.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-20B TYPE I | | | 0270 13401 1.000 EA | 6728.40000 6728.40| 5000.00000 5000.00| 3700.00000 3700.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-45A TYPE I | | | 0280 13401 1.000 EA | 1172.91000 1172.91| 1800.00000 1800.00| 1160.00000 1160.00 NS GUARDRAIL GUARDRAIL TERMINAL GR-11 | | | (POWDER COATED) | | | 0290 16242 213.000 TON | 33.44000 7122.72| 32.00000 6816.00| 44.35000 9446.55 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0300 17317 1.000 EA | 46.12000 46.12| 500.00000 500.00| 108.00000 108.00 W BEAM END SECT (ROUNDED) | | | 0310 17323 1787.500 LF | 7.82000 13978.25| 9.25000 16534.38| 9.00000 16087.50 GUARDRAIL BEAM | | | 0320 17329 1.000 EA | 70.15000 70.15| 100.00000 100.00| 115.00000 115.00 POST (WOOD, CONC., OR STEEL) | | | 0330 17451 72.000 EA | 11.10000 799.20| 7.25000 522.00| 5.75000 414.00 GUARDRAIL DELINEATOR | | | 0340 24272 200.000 HR | 17.37000 3474.00| 20.00000 4000.00| 25.00000 5000.00 TRUCK MOUNTED ATTENUATOR | | | 0350 24278 6950.000 DAY | 2.71000 18834.50| 1.50000 10425.00| 2.40000 16680.00 GROUP 2 CHANNELIZING DEVICES | | | 0360 24279 200.000 HR | 59.14000 11828.00| 20.00000 4000.00| 73.00000 14600.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0370 24281 400.000 HR | 17.37000 6948.00| 15.00000 6000.00| 22.50000 9000.00 ELECTRONIC ARROW | | | 0380 24282 600.000 HR | 17.37000 10422.00| 15.00000 9000.00| 39.00000 23400.00 FLAGGER SERVICE | | | 0390 24501 285.000 LF | 19.20000 5472.00| 15.00000 4275.00| 18.00000 5130.00 NS REMOVE EXIST. REMOVE EXIST. CURB | | | 0400 24501 750.000 LF | 21.60000 16200.00| 20.00000 15000.00| 20.50000 15375.00 NS REMOVE EXIST. REMOVE EXIST. CURB AND | | | GUTTER | | | 0410 24600 5925.000 LF | 2.17000 12857.25| 1.75000 10368.75| 3.25000 19256.25 REMOVE EXISTING GUARDRAIL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A44 -4 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C00097601N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) R975 |( 3 ) R976 |LONG FENCE COMPANY, INC. |RITE WAY FENCE, INC. |RMD HOLDINGS, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 24611 3537.500 LF | 6.69000 23665.88| 13.35000 47225.63| 7.50000 26531.25 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL ... | | | 0430 24616 3.000 EA | 303.91000 911.73| 1500.00000 4500.00| 740.00000 2220.00 NS REUSE GUARDRAIL TERMINAL GR-7 REUSE | | | GR TERMINAL GR-7 ... | | | 0440 24702 8.000 EA | 144.72000 1157.76| 250.00000 2000.00| 570.00000 4560.00 NS REMOVE EXIST. REMOVE EXIST FOA | | | 0450 24702 6.000 EA | 1450.00000 8700.00| 300.00000 1800.00| 520.00000 3120.00 NS REMOVE EXIST. REMOVE EXIST GR-8 | | | ANCHOR SYSTEM | | | 0460 24702 13.000 EA | 239.00000 3107.00| 250.00000 3250.00| 585.00000 7605.00 NS REMOVE EXIST. REMOVE EXIST GR-9 | | | TERMINAL | | | 0470 24703 12.500 LF | 217.08000 2713.50| 10.00000 125.00| 22.00000 275.00 NS REMOVE EXIST REMOVE EXIST. GR-6 | | | TERMINAL | | | 0480 27505 150.000 LF | 9.60000 1440.00| 6.50000 975.00| 8.50000 1275.00 TEMP. SILT FENCE | | | 0490 27506 75.000 LF | 12.00000 900.00| 8.00000 600.00| 10.75000 806.25 TEMP. FILTER BARRIER | | | 0500 49012 6.000 EA | 29.00000 174.00| 100.00000 600.00| 150.00000 900.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (NON-PAVED AREAS) | | | 0510 49012 15.000 EA | 51.00000 765.00| 150.00000 2250.00| 200.00000 3000.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (PAVED AREAS) | | | 0520 50902 2.000 EA | 176.16000 352.32| 250.00000 500.00| 37.50000 75.00 NS TRAFFIC SIGN TRAFFIC SIGN END | | | SECTION REFLECTIVE SHEETING | | | 0530 50902 1.000 EA | 1245.00000 1245.00| 500.00000 500.00| 140.00000 140.00 NS TRAFFIC SIGN TRAFFIC SIGN TYPE III | | | OBJECT MARKER 24"X30" (OM3-C) | | | 0540 50902 1.000 EA | 1245.00000 1245.00| 500.00000 500.00| 140.00000 140.00 NS TRAFFIC SIGN TRAFFIC SIGN TYPE III | | | OBJECT MARKER 24"X30" (OM3-L) | | | 0550 50902 1.000 EA | 1245.00000 1245.00| 500.00000 500.00| 140.00000 140.00 NS TRAFFIC SIGN TRAFFIC SIGN TYPE III | | | OBJECT MARKER 24"X30" (OM3-R) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A44 -5 TABULATION OF BIDS CALL ORDER : A44 CONTRACT ID : C00097601N01 COUNTIES : FAIRFAX ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) L022 |( 2 ) R975 |( 3 ) R976 |LONG FENCE COMPANY, INC. |RITE WAY FENCE, INC. |RMD HOLDINGS, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 54032 1075.000 LF | 2.00000 2150.00| 15.00000 16125.00| 5.50000 5912.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0570 54042 120.000 LF | 11.00000 1320.00| 20.00000 2400.00| 8.00000 960.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 488,751.36| $ 535,981.26| $ 540,977.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 488,751.36| $ 535,981.26| $ 540,977.80 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A45 -1 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00093513C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/05/12 COMPLETION DATE PROJECT(S) : (NFO)0641-076-963, M501 FED # HSIP-5A01 (310) CONTRACT DESCRIPTION: OLD BRIDGE ROAD SUPERELEVATION MODIFICATION FROM: 0.199 MILES WEST OF COLBY ROAD TO: 0.013 MILES EAST OF COLBY ROAD SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A648 A & M CONCRETE CORP. $ 389,375.30 100.0000% 2 F034 FORT MYER CONSTRUCTION CORPORATION $ 394,588.20 101.3388% 3 F373 FINLEY ASPHALT & SEALING, INC. $ 430,036.24 110.4426% ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) F373 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |FINLEY ASPHALT & SEALING, 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| 31500.00000 31500.00| 41000.00000 41000.00| 50911.00000 50911.00 MOBILIZATION | | | 0020 00101 LUMP| 5800.00000 5800.00| 6500.00000 6500.00| 15000.00000 15000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.000 LS | 10500.00000 10500.00| 8000.00000 8000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0040 00120 401.000 CY | 48.00000 19248.00| 42.00000 16842.00| 60.00000 24060.00 REGULAR EXCAVATION | | | 0050 00150 77.000 CY | 75.00000 5775.00| 42.00000 3234.00| 60.00000 4620.00 EMBANKMENT | | | 0060 00588 676.000 LF | 14.00000 9464.00| 16.00000 10816.00| 15.00000 10140.00 UNDERDRAIN UD-4 | | | 0070 00595 21.000 LF | 40.00000 840.00| 40.00000 840.00| 20.00000 420.00 OUTLET PIPE | | | 0080 00596 2.000 EA | 850.00000 1700.00| 900.00000 1800.00| 750.00000 1500.00 ENDWALL EW-12 | | | 0090 10128 112.000 TON | 54.00000 6048.00| 50.00000 5600.00| 40.00000 4480.00 AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A45 -2 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00093513C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) F373 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 10628 5381.000 SY | 3.00000 16143.00| 4.00000 21524.00| 3.50000 18833.50 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0110 10636 776.000 TON | 94.00000 72944.00| 94.00000 72944.00| 99.00000 76824.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0120 10642 625.000 TON | 92.00000 57500.00| 90.00000 56250.00| 99.00000 61875.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0130 10700 960.000 LF | 6.00000 5760.00| 8.00000 7680.00| 6.57000 6307.20 RUMBLE STRIP, ASPHALT | | | 0140 10701 178.000 SY | 19.00000 3382.00| 4.00000 712.00| 10.00000 1780.00 LIQUID ASPHALT COATING (RUMBLE STRIP) | | | 0150 11070 637.000 LF | 3.00000 1911.00| 4.00000 2548.00| 5.00000 3185.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0160 13320 1701.000 LF | 23.00000 39123.00| 24.00000 40824.00| 23.10000 39293.10 GUARDRAIL GR-2 | | | 0170 13331 36.000 LF | 25.00000 900.00| 26.00000 936.00| 26.25000 945.00 RAD. GUARDRAIL GR-2 | | | 0180 13345 1.000 EA | 2350.00000 2350.00| 2600.00000 2600.00| 3675.00000 3675.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0190 13619 1.000 EA | 6250.00000 6250.00| 8000.00000 8000.00| 2500.00000 2500.00 IMPACT ATTENUATOR SERVICE TYPE II-8 | | | 0200 24160 432.000 SF | 24.00000 10368.00| 20.00000 8640.00| 35.00000 15120.00 CONSTRUCTION SIGNS | | | 0210 24272 300.000 HR | 25.00000 7500.00| 30.00000 9000.00| 35.00000 10500.00 TRUCK MOUNTED ATTENUATOR | | | 0220 24278 600.000 DAY | 2.00000 1200.00| 10.00000 6000.00| 5.00000 3000.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24281 300.000 HR | 4.00000 1200.00| 10.00000 3000.00| 10.00000 3000.00 ELECTRONIC ARROW | | | 0240 24287 30.000 DAY | 6.00000 180.00| 150.00000 4500.00| 15.00000 450.00 WARNING LIGHT TY. A | | | 0250 24290 1000.000 LF | 32.00000 32000.00| 15.00000 15000.00| 35.00000 35000.00 TRAFFIC BARRIER SERVICE CONCRETE | | | 0260 24600 751.000 LF | 4.00000 3004.00| 3.40000 2553.40| 5.25000 3942.75 REMOVE EXISTING GUARDRAIL | | | 0270 27012 0.300 ACRE| 2100.00000 630.00| 1620.00000 486.00| 1701.00000 510.30 TOPSOIL CLASS A 2" | | | 0280 27102 107.000 LB | 22.00000 2354.00| 9.50000 1016.50| 8.82000 943.74 REGULAR SEED | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A45 -3 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00093513C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) F373 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 27103 67.000 LB | 9.00000 603.00| 7.10000 475.70| 6.51000 436.17 OVERSEEDING | | | 0300 27215 0.200 TON | 1400.00000 280.00| 1350.00000 270.00| 1260.00000 252.00 FERTILIZER(15-30-15) | | | 0310 27250 1.000 TON | 500.00000 500.00| 120.00000 120.00| 110.25000 110.25 LIME | | | 0320 27415 11.000 EA | 190.00000 2090.00| 600.00000 6600.00| 300.00000 3300.00 CHECK DAM(ROCK) TY. II | | | 0330 27430 3.700 CY | 234.00000 865.80| 50.00000 185.00| 45.00000 166.50 SILTATION CONTROL EXCAVATION | | | 0340 27451 1.000 EA | 530.00000 530.00| 220.00000 220.00| 300.00000 300.00 INLET PROTECTION TYPE A | | | 0350 42765 1.000 EA | 995.00000 995.00| 1090.00000 1090.00| 500.00000 500.00 ADJUST EXIST FRAME & COVER | | | 0360 44500 1.000 EA | 1785.00000 1785.00| 1090.00000 1090.00| 500.00000 500.00 ADJUST EXIST. SMALL GAS VALVE BOX | | | 0370 49012 5.000 EA | 1200.00000 6000.00| 450.00000 2250.00| 500.00000 2500.00 NS UTILITIES UTILITIES TEST PIT EXCAV. | | | IN PAVED AREAS | | | 0380 50108 12.000 SF | 65.00000 780.00| 50.00000 600.00| 45.78000 549.36 SIGN PANEL | | | 0390 50430 60.000 LF | 60.00000 3600.00| 50.00000 3000.00| 45.57000 2734.20 SIGN POST STP-1 2" | | | 0400 50432 12.000 LF | 66.00000 792.00| 51.00000 612.00| 48.09000 577.08 SIGN POST STP-1 2 3/16" | | | 0410 50434 12.000 LF | 85.00000 1020.00| 66.00000 792.00| 61.32000 735.84 SIGN POST STP-1 2 1/2" | | | 0420 50502 6.000 EA | 310.00000 1860.00| 250.00000 1500.00| 220.50000 1323.00 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 0430 50763 5.000 EA | 185.00000 925.00| 900.00000 4500.00| 300.00000 1500.00 RELOC. EXIST. SIGN PANEL TY. SP-4 | | | 0440 51951 1.000 EA | 220.00000 220.00| 1200.00000 1200.00| 400.00000 400.00 INSTALL SIGN | | | 0450 54032 3050.000 LF | 0.88000 2684.00| 0.90000 2745.00| 0.81000 2470.50 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0460 54042 330.000 LF | 8.00000 2640.00| 8.70000 2871.00| 8.09000 2669.70 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0470 54105 2650.000 LF | 1.00000 2650.00| 1.00000 2650.00| 0.92000 2438.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A45 -4 TABULATION OF BIDS CALL ORDER : A45 CONTRACT ID : C00093513C01 COUNTIES : PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) A648 |( 2 ) F034 |( 3 ) F373 |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORP |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 54106 16.000 SF | 5.00000 80.00| 4.50000 72.00| 4.20000 67.20 ERADICATION OF EXIST. NONLINEAR PAVE. | | | MARKING | | | 0490 54300 1.000 EA | 89.00000 89.00| 87.10000 87.10| 80.85000 80.85 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0500 54510 2250.000 LF | 1.25000 2812.50| 1.25000 2812.50| 1.16000 2610.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | SECTION TOTALS | $ 389,375.30| $ 394,588.20| $ 430,036.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,375.30| $ 394,588.20| $ 430,036.24 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A47 -1 TABULATION OF BIDS CALL ORDER : A47 CONTRACT ID : C00093708N01 COUNTIES : LOUDOUN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 05/31/13 COMPLETION DATE PROJECT(S) : (NFO)GR9C-053-072,N501 FED # STP-TS09 (260) (NFO)GR9C-053-072,N501 FED # STP-TS09 (260) CONTRACT DESCRIPTION: NOVA PRIMARY SYSTEM GUARDRAIL UPGRADES FROM: VARIOUS PRIMARY LOCATIONS - LOUDOUN CO. TO: VARIOUS PRIMARY LOCATIONS - LOUDOUN CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 P009 PENN LINE SERVICE, INC. $ 1,619,253.88 100.0000% 2 L022 LONG FENCE COMPANY, INC. $ 1,837,824.14 113.4982% 3 A880 A & P SERVICES, LLC $ 1,848,271.75 114.1434% 4 R975 RITE WAY FENCE, INC. $ 1,912,943.28 118.1373% 5 R976 RMD HOLDINGS, LTD. $ 2,017,497.90 124.5943% 6 G1006 GFS FENCE, GUARDRAIL & SIGNAGE, INC. $ 2,366,849.65 146.1692% 7 M004 MAKCO, INCORPORATED $ 3,188,533.00 196.9137% ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) A880 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00122 8571.500 LF | 3.00000 25714.50| 3.00000 25714.50| 2.00000 17143.00 NS GRADING GRADING /SHOULDER RESTORATIO | | | 0020 10505 42.000 TON | 435.00000 18270.00| 423.75000 17797.50| 500.00000 21000.00 NS PAVEMENT PAVEMENT RESTORATION | | | 0030 11070 750.000 LF | 5.75000 4312.50| 5.65000 4237.50| 6.25000 4687.50 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0040 12030 156.000 LF | 75.00000 11700.00| 73.45000 11458.20| 81.25000 12675.00 STD. CURB CG-3 | | | 0050 12505 3.000 TON | 800.00000 2400.00| 456.00000 1368.00| 500.00000 1500.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0060 12700 600.000 LF | 75.00000 45000.00| 73.45000 44070.00| 81.25000 48750.00 STD. COMB. CURB & GUTTER CG-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A47 -2 TABULATION OF BIDS CALL ORDER : A47 CONTRACT ID : C00093708N01 COUNTIES : LOUDOUN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) A880 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 13310 150.000 LF | 50.00000 7500.00| 27.58000 4137.00| 80.00000 12000.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0080 13312 22.000 EA | 2000.00000 44000.00| 1631.82000 35900.04| 1800.00000 39600.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0090 13315 122.000 EA | 500.00000 61000.00| 660.20000 80544.40| 700.00000 85400.00 GUARDRAIL TERMINAL GR-11 | | | 0100 13320 26675.000 LF | 18.50000 493487.50| 14.43000 384920.25| 17.00000 453475.00 GUARDRAIL GR-2 | | | 0110 13323 4050.000 LF | 21.00000 85050.00| 22.95000 92947.50| 25.00000 101250.00 GUARDRAIL GR-2A | | | 0120 13331 950.000 LF | 21.00000 19950.00| 16.49000 15665.50| 21.00000 19950.00 RAD. GUARDRAIL GR-2 | | | 0130 13333 175.000 LF | 26.00000 4550.00| 24.98000 4371.50| 28.00000 4900.00 RAD. GUARDRAIL GR-2A | | | 0140 13345 64.000 EA | 1975.00000 126400.00| 1962.00000 125568.00| 2100.00000 134400.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0150 13346 60.000 EA | 150.00000 9000.00| 299.81000 17988.60| 150.00000 9000.00 REMOVE GR-7 TERMINAL | | | 0160 13349 106.000 EA | 500.00000 53000.00| 749.53000 79450.18| 600.00000 63600.00 GUARDRAIL TERMINAL SITE PREPARATION | | | 0170 13355 225.000 LF | 22.00000 4950.00| 26.88000 6048.00| 23.00000 5175.00 GUARDRAIL GR-10 | | | 0180 13375 100.000 LF | 65.00000 6500.00| 67.58000 6758.00| 75.00000 7500.00 RAILING, TEXAS T-6 | | | 0190 13385 15.000 EA | 1750.00000 26250.00| 679.38000 10190.70| 1100.00000 16500.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. I | | | 0200 13386 13.000 EA | 350.00000 4550.00| 579.24000 7530.12| 450.00000 5850.00 FIXED OBJECT ATTACH. GR-FOA-3 TY. II | | | 0210 13392 7.000 EA | 1750.00000 12250.00| 1518.05000 10626.35| 2000.00000 14000.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0220 13393 16.000 EA | 350.00000 5600.00| 429.03000 6864.48| 450.00000 7200.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0230 13400 50.000 LF | 25.00000 1250.00| 10.85000 542.50| 50.00000 2500.00 NS GUARDRAIL GUARDRAIL TERMINAL W-BEAM | | | GR-7 OR GR-9 | | | 0240 13401 1.000 EA | 5500.00000 5500.00| 6550.00000 6550.00| 9000.00000 9000.00 NS GUARDRAIL GUARDRAIL BARRIER BULL | | | NOSE, SPECIAL DESIGN | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A47 -3 TABULATION OF BIDS CALL ORDER : A47 CONTRACT ID : C00093708N01 COUNTIES : LOUDOUN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) A880 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 13401 1.000 EA | 100.00000 100.00| 72.87000 72.87| 100.00000 100.00 NS GUARDRAIL GUARDRAIL BREAKAWAY POST | | | GR-9 | | | 0260 13401 4645.000 EA | 10.00000 46450.00| 20.42000 94850.90| 9.00000 41805.00 NS GUARDRAIL GUARDRAIL OFFSET BLOCK | | | (WOOD/COMPOSITE) | | | 0270 13401 8.000 EA | 250.00000 2000.00| 102.21000 817.68| 20.00000 160.00 NS GUARDRAIL GUARDRAIL RE-TENSION CABLE | | | 0280 13401 23.000 EA | 500.00000 11500.00| 340.70000 7836.10| 1000.00000 23000.00 NS GUARDRAIL GUARDRAIL REUSE EXISTING | | | TERMINAL GR-9 | | | 0290 13401 14.000 EA | 250.00000 3500.00| 190.79000 2671.06| 500.00000 7000.00 NS GUARDRAIL GUARDRAIL REUSE EXISTING | | | TERMINAL GR-11 | | | 0300 13401 2.000 EA | 3000.00000 6000.00| 6216.00000 12432.00| 3200.00000 6400.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-16 TYPE I | | | 0310 13401 2.000 EA | 3000.00000 6000.00| 6216.00000 12432.00| 500.00000 1000.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-16 TYPE II | | | 0320 13401 2.000 EA | 2000.00000 4000.00| 6335.00000 12670.00| 1800.00000 3600.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-17D TYPE I | | | 0330 13401 1.000 EA | 500.00000 500.00| 6335.00000 6335.00| 500.00000 500.00 NS GUARDRAIL GUARDRAIL SPECIAL DESIGN | | | FOA BR-GR-17D TYPE II | | | 0340 13401 2.000 EA | 3800.00000 7600.00| 3856.00000 7712.00| 5000.00000 10000.00 NS GUARDRAIL GUARDRAIL TERMINAL CAT-350 | | | 0350 13421 625.000 LF | 25.00000 15625.00| 22.88000 14300.00| 24.00000 15000.00 MEDIAN BARRIER MB-3 | | | 0360 16242 901.000 TON | 30.00000 27030.00| 31.49000 28372.49| 40.00000 36040.00 AGGR. BASE MATL. TY. I OR II NO. 21A OR | | | 21B | | | 0370 17323 9975.000 LF | 8.00000 79800.00| 7.36000 73416.00| 12.00000 119700.00 GUARDRAIL BEAM | | | 0380 17325 137.500 LF | 11.00000 1512.50| 9.43000 1296.63| 14.00000 1925.00 RADIAL GUARDRAIL BEAM | | | 0390 17329 11.000 EA | 45.00000 495.00| 66.06000 726.66| 75.00000 825.00 POST (WOOD, CONC., OR STEEL) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A47 -4 TABULATION OF BIDS CALL ORDER : A47 CONTRACT ID : C00093708N01 COUNTIES : LOUDOUN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) A880 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 17341 25.000 EA | 10.00000 250.00| 13.63000 340.75| 20.00000 500.00 REALIGN POST | | | 0410 17451 802.000 EA | 5.00000 4010.00| 10.45000 8380.90| 5.00000 4010.00 GUARDRAIL DELINEATOR | | | 0420 24272 590.000 HR | 20.00000 11800.00| 16.35000 9646.50| 20.00000 11800.00 TRUCK MOUNTED ATTENUATOR | | | 0430 24278 20500.000 DAY | 0.01000 205.00| 2.55000 52275.00| 1.00000 20500.00 GROUP 2 CHANNELIZING DEVICES | | | 0440 24279 585.000 HR | 30.00000 17550.00| 55.69000 32578.65| 20.00000 11700.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0450 24281 1170.000 HR | 5.00000 5850.00| 16.35000 19129.50| 10.00000 11700.00 ELECTRONIC ARROW | | | 0460 24282 1770.000 HR | 25.00000 44250.00| 16.35000 28939.50| 20.00000 35400.00 FLAGGER SERVICE | | | 0470 24501 780.000 LF | 23.00000 17940.00| 22.60000 17628.00| 25.00000 19500.00 NS REMOVE EXIST. REMOVE EXIST. CURB AND | | | GUTTER | | | 0480 24600 31450.000 LF | 1.20000 37740.00| 2.04000 64158.00| 1.00000 31450.00 REMOVE EXISTING GUARDRAIL | | | 0490 24611 24437.500 LF | 5.25000 128296.88| 6.30000 153956.25| 7.50000 183281.25 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL ... | | | 0500 24615 37.500 LF | 14.00000 525.00| 2.73000 102.38| 40.00000 1500.00 NS REUSE GUARDRAIL TERMINAL GR-6 REUSE | | | GUARDRAIL TERMINAL GR-6 ... | | | 0510 24616 18.000 EA | 500.00000 9000.00| 286.16000 5150.88| 800.00000 14400.00 NS REUSE GUARDRAIL TERMINAL GR-7 REUSE | | | GR TERMINAL GR-7 ... | | | 0520 24702 21.000 EA | 150.00000 3150.00| 136.28000 2861.88| 100.00000 2100.00 NS REMOVE EXIST. REMOVE EXIST FOA | | | 0530 24702 17.000 EA | 150.00000 2550.00| 1362.78000 23167.26| 500.00000 8500.00 NS REMOVE EXIST. REMOVE EXIST GR-8 | | | ANCHOR SYSTEM | | | 0540 24702 24.000 EA | 150.00000 3600.00| 224.86000 5396.64| 100.00000 2400.00 NS REMOVE EXIST. REMOVE EXIST GR-9 | | | TERMINAL | | | 0550 24702 39.000 EA | 150.00000 5850.00| 136.28000 5314.92| 150.00000 5850.00 NS REMOVE EXIST. REMOVE EXIST REMOVE FO | | | 0560 24703 575.000 LF | 10.00000 5750.00| 204.42000 117541.50| 25.00000 14375.00 NS REMOVE EXIST REMOVE EXIST. GR-6 | | | TERMINAL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A47 -5 TABULATION OF BIDS CALL ORDER : A47 CONTRACT ID : C00093708N01 COUNTIES : LOUDOUN LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) P009 |( 2 ) L022 |( 3 ) A880 |PENN LINE SERVICE, INC. |LONG FENCE COMPANY, INC. |A & P SERVICES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 27505 550.000 LF | 10.00000 5500.00| 9.04000 4972.00| 10.00000 5500.00 TEMP. SILT FENCE | | | 0580 27506 200.000 LF | 12.00000 2400.00| 11.30000 2260.00| 12.50000 2500.00 TEMP. FILTER BARRIER | | | 0590 49012 45.000 EA | 100.00000 4500.00| 27.26000 1226.70| 85.00000 3825.00 NS UTILITIES UTILITIES HAND DIG AND | | | INSTALL GUARDRAIL POST | | | 0600 49012 20.000 EA | 75.00000 1500.00| 27.26000 545.20| 500.00000 10000.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (NON-PAVED AREAS) | | | 0610 49012 40.000 EA | 200.00000 8000.00| 47.70000 1908.00| 1500.00000 60000.00 NS UTILITIES UTILITIES TEST PIT | | | EXCAVATION (PAVED AREAS) | | | 0620 50902 4.000 EA | 250.00000 1000.00| 165.88000 663.52| 30.00000 120.00 NS TRAFFIC SIGN TRAFFIC SIGN END | | | SECTION REFLECTIVE SHEETING | | | 0630 54032 750.000 LF | 9.00000 6750.00| 2.00000 1500.00| 25.00000 18750.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0640 54042 90.000 LF | 11.00000 990.00| 11.00000 990.00| 50.00000 4500.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | SECTION TOTALS | $ 1,619,253.88| $ 1,837,824.14| $ 1,848,271.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,619,253.88| $ 1,837,824.14| $ 1,848,271.75 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A50 -1 TABULATION OF BIDS CALL ORDER : A50 CONTRACT ID : C00098835N01 COUNTIES : ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 11/27/13 COMPLETION DATE PROJECT(S) : 0395-100-725,B676 - B683 FED # BH-BR09(273) CONTRACT DESCRIPTION: CLEAN/RE-PAINT 8 BRIDGES I-395 CORRIDOR VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K129 KLICOS PAINTING COMPANY, INC. $ 2,391,176.00 100.0000% 2 V208 V.H.P. ENTERPRISES, INC. $ 2,945,500.00 123.1821% 3 T567 TITAN INDUSTRIAL SERVICES, INC. $ 3,154,250.00 131.9121% 4 S1198 SAFFO CONTRACTORS, INC. $ 3,319,009.00 138.8024% 5 M832 M & J CONSTRUCTION CO. OF PINELLAS COUNTY, INC. $ 3,344,295.00 139.8598% 6 B919 BLASTECH ENTERPRISES, INC. $ 3,385,000.00 141.5621% 7 A1000 ATLAS PAINTING AND SHEETING CORP. $ 3,690,000.00 154.3174% 8 O033 ODYSSEY CONTRACTING CORP. $ 5,888,500.00 246.2596% ==================================================================================================================================== |( 1 ) K129 |( 2 ) V208 |( 3 ) T567 |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. |TITAN INDUSTRIAL SERVICES, 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| 120000.00000 120000.00| 150000.00000 150000.00| 150000.00000 150000.00 MOBILIZATION | | | 0020 24265 LUMP| 2500.00000 2500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (BRADDOCK RD NB) STR. 2806 | | | 0030 24265 LUMP| 2500.00000 2500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (BRADDOCK RD SB) STR. 2806 | | | 0040 24265 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 NB ) STR. 2815 | | | 0050 24265 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 NB) STR. 2807 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A50 -2 TABULATION OF BIDS CALL ORDER : A50 CONTRACT ID : C00098835N01 COUNTIES : ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) V208 |( 3 ) T567 |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. |TITAN INDUSTRIAL SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 24265 LUMP| 1000.00000 1000.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 NB) STR. 5000 | | | 0070 24265 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 NB)STR. 2801 | | | 0080 24265 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 REV) STR. 2807 | | | 0090 24265 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 REV) STR. 2815 | | | 0100 24265 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 REV) STR. 5000 | | | 0110 24265 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 SB RAMP TO KING ST. | | | WB) STR. 5000 | | | 0120 24265 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 SB) STR. 5000 | | | 0130 24265 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 SB0 STR. 2807 | | | 0140 24265 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395 SN) STR. 2801 | | | 0150 24265 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (I-395REV) STR. 2801 | | | 0160 24265 LUMP| 500.00000 500.00| 8000.00000 8000.00| 10000.00000 10000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC (KING ST. WB RAMP TO I-395 | | | NB) STR. 5000 | | | 0170 24265 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 20000.00000 20000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 2159 | | | 0180 24265 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 20000.00000 20000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 2804 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A50 -3 TABULATION OF BIDS CALL ORDER : A50 CONTRACT ID : C00098835N01 COUNTIES : ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) V208 |( 3 ) T567 |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. |TITAN INDUSTRIAL SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 24265 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 20000.00000 20000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC STR. 2809 | | | 0200 68472 LUMP| 249600.00000 249600.00| 384000.00000 384000.00| 400000.00000 400000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2159 | | | TYPE B | | | 0210 68472 LUMP| 181220.00000 181220.00| 246000.00000 246000.00| 250000.00000 250000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2801 | | | TYPE B | | | 0220 68472 LUMP| 53240.00000 53240.00| 96000.00000 96000.00| 190000.00000 190000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2804 | | | TYPE B | | | 0230 68472 LUMP| 269638.00000 269638.00| 795000.00000 795000.00| 520000.00000 520000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2806 | | | TYPE B | | | 0240 68472 LUMP| 183430.00000 183430.00| 249000.00000 249000.00| 200000.00000 200000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2807 | | | TYPE B | | | 0250 68472 LUMP| 61820.00000 61820.00| 115500.00000 115500.00| 200000.00000 200000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2809 | | | TYPE B | | | 0260 68472 LUMP| 90610.00000 90610.00| 123000.00000 123000.00| 200000.00000 200000.00 NS RECOAT EX. STR. RECOAT EX. STR. 2815 | | | TYPE B | | | 0270 68472 LUMP| 237504.00000 237504.00| 597000.00000 597000.00| 435000.00000 435000.00 NS RECOAT EX. STR. RECOAT EX. STR. 5000 | | | TYPE B | | | 0280 68474 LUMP| 134400.00000 134400.00| 2000.00000 2000.00| 40000.00000 40000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2159, TYPE B | | | 0290 68474 LUMP| 97580.00000 97580.00| 2000.00000 2000.00| 26000.00000 26000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2801, TYPE B | | | 0300 68474 LUMP| 43560.00000 43560.00| 2000.00000 2000.00| 10000.00000 10000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2804, TYPE B | | | 0310 68474 LUMP| 220613.00000 220613.00| 2000.00000 2000.00| 118000.00000 118000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2806, TYPE B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A50 -4 TABULATION OF BIDS CALL ORDER : A50 CONTRACT ID : C00098835N01 COUNTIES : ARLINGTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) K129 |( 2 ) V208 |( 3 ) T567 |KLICOS PAINTING COMPANY, IN |V.H.P. ENTERPRISES, INC. |TITAN INDUSTRIAL SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 68474 LUMP| 98770.00000 98770.00| 2000.00000 2000.00| 30000.00000 30000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2807, TYPE B | | | 0330 68474 LUMP| 50580.00000 50580.00| 2000.00000 2000.00| 30000.00000 30000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2809, TYPE B | | | 0340 68474 LUMP| 48790.00000 48790.00| 2000.00000 2000.00| 30000.00000 30000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 2815, TYPE B | | | 0350 68474 LUMP| 194321.00000 194321.00| 2000.00000 2000.00| 95000.00000 95000.00 NS ENV. PROT. & HEALTH SAFETY ENV. PROT | | | & HEAL.SAFETY STR. 5000, TYPE B | | | 0360 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 2250.00000 2250.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2159, TYPE B | | | 0370 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2801, TYPE B | | | 0380 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 3000.00000 3000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2804, TYPE B | | | 0390 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2806, TYPE B | | | 0400 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2807, TYPE B | | | 0410 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2809, TYPE B | | | 0420 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 2000.00000 2000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 2815, TYPE B | | | 0430 68490 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 5000.00000 5000.00 NS DISPOSAL OF MATERIAL DISPOSAL OF | | | MATERIAL STR. 5000, TYPE B | | | SECTION TOTALS | $ 2,391,176.00| $ 2,945,500.00| $ 3,154,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,391,176.00| $ 2,945,500.00| $ 3,154,250.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A51 -1 TABULATION OF BIDS CALL ORDER : A51 CONTRACT ID : C00084385M01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/17/13 COMPLETION DATE PROJECT(S) : (NFO) 0603-029-718, C501, B6 FED # BR-5A01(301) CONTRACT DESCRIPTION: BRIDGE ON RTE. 603 (BEACH MILL RD.) OVER NICHOLS RUN 0.550 MI. W. RTE. 674 0.450 MI. W. RTE. 674 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 R504 RUSTLER CONSTRUCTION, INC. $ 823,325.70 100.0000% 2 A648 A & M CONCRETE CORP. $ 823,900.00 100.0698% 3 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 837,899.00 101.7701% 4 F034 FORT MYER CONSTRUCTION CORPORATION $ 858,862.22 104.3162% 5 M640 MARTINS CONSTRUCTION CORP. $ 915,617.00 111.2096% 6 F031 FLIPPO CONSTRUCTION COMPANY, INC. $ 917,940.20 111.4917% ==================================================================================================================================== |( 1 ) R504 |( 2 ) A648 |( 3 ) S018 |RUSTLER CONSTRUCTION, INC. |A & M CONCRETE CORP. |SHIRLEY CONTRACTING COMPANY, LL 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| 60000.00000 60000.00| 30000.00000 30000.00| 65000.00000 65000.00 MOBILIZATION | | | 0020 00101 LUMP| 10700.00000 10700.00| 5500.00000 5500.00| 4000.00000 4000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 4815.00000 4815.00| 15000.00000 15000.00| 20000.00000 20000.00 GRADING | | | 0040 00515 527.000 SF | 254.66000 134205.82| 165.00000 86955.00| 40.00000 21080.00 TEMPORARY SHEET PILING | | | 0050 10000 0.400 TON | 856.00000 342.40| 365.00000 146.00| 800.00000 320.00 LIME | | | 0060 10128 8.000 TON | 42.80000 342.40| 110.00000 880.00| 160.00000 1280.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0070 10628 414.000 SY | 17.66000 7311.24| 16.00000 6624.00| 10.00000 4140.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0080 10635 46.000 TON | 294.25000 13535.50| 180.00000 8280.00| 200.00000 9200.00 ASPHALT CONCRETE TY. SM-9.5A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A51 -2 TABULATION OF BIDS CALL ORDER : A51 CONTRACT ID : C00084385M01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) R504 |( 2 ) A648 |( 3 ) S018 |RUSTLER CONSTRUCTION, INC. |A & M CONCRETE CORP. |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 10642 23.000 TON | 353.10000 8121.30| 200.00000 4600.00| 250.00000 5750.00 ASPHALT CONCRETE TY. BM-25.0A | | | 0100 11070 105.000 LF | 8.56000 898.80| 5.00000 525.00| 6.00000 630.00 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0110 13312 1.000 EA | 2996.00000 2996.00| 2600.00000 2600.00| 3200.00000 3200.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 0115 13320 42.000 LF | 67.41000 2831.22| 50.00000 2100.00| 75.00000 3150.00 GUARDRAIL GR-2 | | | 0120 13331 66.000 LF | 64.20000 4237.20| 53.00000 3498.00| 70.00000 4620.00 RAD. GUARDRAIL GR-2 | | | 0130 13345 3.000 EA | 3691.50000 11074.50| 2600.00000 7800.00| 4000.00000 12000.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0140 13543 417.000 SF | 34.24000 14278.08| 32.00000 13344.00| 35.00000 14595.00 NS WALL WALL FORMLINER | | | 0150 24100 30.000 HR | 1.07000 32.10| 15.00000 450.00| 15.00000 450.00 ALLAYING DUST | | | 0160 24152 7.000 EA | 299.60000 2097.20| 300.00000 2100.00| 700.00000 4900.00 TYPE III BARRICADE 8' | | | 0170 24160 598.000 SF | 19.26000 11517.48| 20.00000 11960.00| 25.00000 14950.00 CONSTRUCTION SIGNS | | | 0180 24279 1000.000 HR | 5.35000 5350.00| 4.00000 4000.00| 12.00000 12000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0190 24288 1080.000 DAY | 2.14000 2311.20| 1.00000 1080.00| 1.00000 1080.00 WARNING LIGHT TY. B | | | 0200 24430 24.000 SY | 16.05000 385.20| 45.00000 1080.00| 45.00000 1080.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0205 24600 747.000 LF | 5.89000 4399.83| 5.00000 3735.00| 7.00000 5229.00 REMOVE EXISTING GUARDRAIL | | | 0210 26271 74.000 TON | 65.27000 4829.98| 125.00000 9250.00| 110.00000 8140.00 NS DRY RIPRAP DRY RIPRAP CL. I 24" | | | 0220 27022 0.100 ACRE| 3210.00000 321.00| 5000.00000 500.00| 14000.00000 1400.00 TOPSOIL CLASS B 2" | | | 0230 27102 37.000 LB | 21.40000 791.80| 12.00000 444.00| 15.00000 555.00 REGULAR SEED | | | 0240 27103 23.000 LB | 10.70000 246.10| 45.00000 1035.00| 9.00000 207.00 OVERSEEDING | | | 0250 27215 0.100 TON | 1498.00000 149.80| 1200.00000 120.00| 600.00000 60.00 FERTILIZER(15-30-15) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A51 -3 TABULATION OF BIDS CALL ORDER : A51 CONTRACT ID : C00084385M01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) R504 |( 2 ) A648 |( 3 ) S018 |RUSTLER CONSTRUCTION, INC. |A & M CONCRETE CORP. |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 27422 2.000 EA | 1712.00000 3424.00| 1400.00000 2800.00| 5000.00000 10000.00 DEWATERING BASIN | | | 0270 27430 174.000 CY | 42.80000 7447.20| 45.00000 7830.00| 25.00000 4350.00 SILTATION CONTROL EXCAVATION | | | 0280 27505 86.000 LF | 8.56000 736.16| 4.00000 344.00| 6.00000 516.00 TEMP. SILT FENCE | | | 0290 27506 890.000 LF | 4.28000 3809.20| 4.00000 3560.00| 6.00000 5340.00 TEMP. FILTER BARRIER | | | 0300 50108 36.000 SF | 35.31000 1271.16| 70.00000 2520.00| 75.00000 2700.00 SIGN PANEL | | | 0310 50204 28.000 LF | 21.40000 599.20| 70.00000 1960.00| 15.00000 420.00 SIGN POST WOOD 4" X 4" | | | 0320 50861 2.000 EA | 428.00000 856.00| 200.00000 400.00| 150.00000 300.00 REMOVE-DISPOSE SIGN STRUCT. TY. II | | | 0330 54032 450.000 LF | 3.21000 1444.50| 3.00000 1350.00| 2.50000 1125.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0340 54101 2.000 EA | 176.55000 353.10| 575.00000 1150.00| 400.00000 800.00 NS PAVEMENT MARKING PAVEMENT MARKING | | | YIELD LINE | | | 0350 61822 26800.000 LS | 82390.00000 82390.00| 75400.00000 75400.00| 85000.00000 85000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE | | | 50W | | | 0360 62021 83.000 LF | 261.08000 21669.64| 210.00000 17430.00| 800.00000 66400.00 NS RAILING RAILING GLULAM RAIL | | | 0370 62506 37.000 LF | 53.50000 1979.50| 61.00000 2257.00| 20.00000 740.00 NS JOINT SEALER JOINT SEALER SILICONE | | | 0380 62535 2.000 EA | 3745.00000 7490.00| 3600.00000 7200.00| 2000.00000 4000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE GLULAM BR.DECK PANELS, 3.| | | 42' W,18.5L | | | 0390 62535 8.000 EA | 3745.00000 29960.00| 4400.00000 35200.00| 1250.00000 10000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE GLULAM BR.DECK PANELS, | | | 4'W,18.5' L | | | 0400 62536 LUMP| 23400.90000 23400.90| 23500.00000 23500.00| 24000.00000 24000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE SPEC. DESIGN GUARDRAIL | | | BR. ATTACHMNT | | | 0410 64005 544.000 TON | 29.96000 16298.24| 45.00000 24480.00| 36.00000 19584.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A51 -4 TABULATION OF BIDS CALL ORDER : A51 CONTRACT ID : C00084385M01 COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) R504 |( 2 ) A648 |( 3 ) S018 |RUSTLER CONSTRUCTION, INC. |A & M CONCRETE CORP. |SHIRLEY CONTRACTING COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 64011 290.000 CY | 160.50000 46545.00| 60.00000 17400.00| 125.00000 36250.00 STRUCTURE EXCAVATION | | | 0430 64020 349.000 LF | 230.05000 80287.45| 399.00000 139251.00| 350.00000 122150.00 DRILLED HOLES | | | 0440 64112 444.000 LF | 48.15000 21378.60| 75.00000 33300.00| 32.00000 14208.00 STEEL PILES 12" | | | 0450 65013 90.300 CY | 856.00000 77296.80| 750.00000 67725.00| 950.00000 85785.00 CONCRETE CLASS A3 | | | 0460 65093 40.600 CY | 374.50000 15204.70| 470.00000 19082.00| 400.00000 16240.00 CONCRETE CLASS T3 | | | 0470 65200 3500.000 LB | 1.66000 5810.00| 1.25000 4375.00| 1.75000 6125.00 REINF. STEEL | | | 0480 65201 3140.000 LB | 2.68000 8415.20| 2.00000 6280.00| 2.50000 7850.00 CORROSION RESISTANT REINF.STEEL LOW | | | CARBON \CHROMIUM | | | 0490 66120 2.000 EA | 4815.00000 9630.00| 21500.00000 43000.00| 32500.00000 65000.00 COFFERDAM | | | 0500 67900 LUMP| 47508.00000 47508.00| 62500.00000 62500.00| 30000.00000 30000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NO. 3097 | | | SECTION TOTALS | $ 823,325.70| $ 823,900.00| $ 837,899.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 823,325.70| $ 823,900.00| $ 837,899.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A52 -1 TABULATION OF BIDS CALL ORDER : A52 CONTRACT ID : C00076192C01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 04/26/13 COMPLETION DATE PROJECT(S) : (NFO)0600-032-188,C501 FED # STP-032-7(028) CONTRACT DESCRIPTION: INTERSECTION IMPROVEMENTS 0.14 MI. S. RTE. 53 0.12 MI. N. RTE. 53 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 KENT & SONS, INC., J. L. $ 1,023,951.68 100.0000% 2 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 1,171,314.38 114.3916% 3 G181 GENERAL EXCAVATION, INC. $ 1,193,456.96 116.5540% 4 B850 BRANSCOME INC. $ 1,213,303.42 118.4923% 5 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 1,257,239.25 122.7831% ==================================================================================================================================== |( 1 ) K003 |( 2 ) H004 |( 3 ) G181 |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, I |GENERAL EXCAVATION, 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| 54000.00000 54000.00| 191347.54000 191347.54| 55000.00000 55000.00 MOBILIZATION | | | 0020 00101 LUMP| 11050.00000 11050.00| 10710.00000 10710.00| 30000.00000 30000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 1.100 LS | 16000.00000 16000.00| 11875.15000 11875.15| 20344.26000 20344.26 CLEARING AND GRUBBING | | | 0040 00120 3121.000 CY | 17.80000 55553.80| 19.16000 59798.36| 30.00000 93630.00 REGULAR EXCAVATION | | | 0050 00140 4745.000 CY | 21.00000 99645.00| 18.64000 88446.80| 27.50000 130487.50 BORROW EXCAVATION | | | 0060 00588 1790.000 LF | 11.00000 19690.00| 9.48000 16969.20| 10.58000 18938.20 UNDERDRAIN UD-4 | | | 0070 00591 60.000 LF | 22.00000 1320.00| 7.42000 445.20| 17.28000 1036.80 COMB. UNDERDRAIN CD-2 | | | 0080 00595 227.000 LF | 14.00000 3178.00| 7.06000 1602.62| 17.17000 3897.59 OUTLET PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A52 -2 TABULATION OF BIDS CALL ORDER : A52 CONTRACT ID : C00076192C01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) H004 |( 3 ) G181 |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, I |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 00596 9.000 EA | 700.00000 6300.00| 738.61000 6647.49| 600.14000 5401.26 ENDWALL EW-12 | | | 0100 00700 147.000 LF | 10.00000 1470.00| 10.71000 1574.37| 10.00000 1470.00 POST INSTALLATION INSPECTION | | | 0110 01150 60.000 LF | 35.00000 2100.00| 31.18000 1870.80| 44.59000 2675.40 15" PIPE | | | 0120 01156 111.000 LF | 55.10000 6116.10| 31.18000 3460.98| 61.60000 6837.60 STORM SEWER PIPE 15" | | | 0130 06151 6.000 EA | 700.00000 4200.00| 326.74000 1960.44| 386.80000 2320.80 15" END SECTION ES-1 | | | 0140 06817 1.000 EA | 3247.00000 3247.00| 3045.90000 3045.90| 3740.01000 3740.01 DROP INLET DI-3B,L=4' | | | 0150 06818 2.000 EA | 3400.00000 6800.00| 3251.45000 6502.90| 3976.13000 7952.26 DROP INLET DI-3B,L=6' | | | 0160 10123 1110.000 TON | 23.00000 25530.00| 26.66000 29592.60| 20.72000 22999.20 AGGR. BASE MATL. TY. I NO. 21A | | | 0170 10128 3206.000 TON | 29.00000 92974.00| 26.66000 85471.96| 33.54000 107529.24 AGGR. BASE MATL. TY. I NO. 21B | | | 0180 10610 681.000 TON | 89.95000 61255.95| 88.09000 59989.29| 92.12000 62733.72 ASPHALT CONCRETE TY. IM-19.0A | | | 0190 10635 547.000 TON | 93.45000 51117.15| 91.52000 50061.44| 95.70000 52347.90 ASPHALT CONCRETE TY. SM-9.5A | | | 0200 10642 1467.000 TON | 82.34000 120792.78| 80.70000 118386.90| 84.39000 123800.13 ASPHALT CONCRETE TY. BM-25.0A | | | 0210 10988 203.000 SY | 112.35000 22807.05| 126.94000 25768.82| 114.24000 23190.72 CONT. REINF. CONC. PAVE. 12" | | | 0220 11070 65.000 LF | 10.00000 650.00| 8.93000 580.45| 6.08000 395.20 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | FULL DEPTH | | | 0230 12022 239.000 LF | 24.05000 5747.95| 19.28000 4607.92| 19.57000 4677.23 RADIAL CURB CG-2 | | | 0240 12032 283.000 LF | 24.05000 6806.15| 19.28000 5456.24| 19.57000 5538.31 RADIAL CURB CG-3 | | | 0250 13210 17.000 EA | 150.00000 2550.00| 303.65000 5162.05| 293.72000 4993.24 R/W MONUMENT RM-1 | | | 0260 21110 500.000 SY | 83.00000 41500.00| 95.51000 47755.00| 103.48000 51740.00 MEDIAN STRIP MS-1A | | | 0270 22681 850.000 LF | 6.60000 5610.00| 5.45000 4632.50| 5.60000 4760.00 FENCE FE-B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A52 -3 TABULATION OF BIDS CALL ORDER : A52 CONTRACT ID : C00076192C01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) H004 |( 3 ) G181 |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, I |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24100 200.000 HR | 30.00000 6000.00| 0.14000 28.00| 68.47000 13694.00 ALLAYING DUST | | | 0290 24150 8.000 EA | 300.00000 2400.00| 312.45000 2499.60| 491.81000 3934.48 TYPE III BARRICADE 4' | | | 0300 24160 440.000 SF | 31.25000 13750.00| 25.00000 11000.00| 27.84000 12249.60 CONSTRUCTION SIGNS | | | 0310 24278 2500.000 DAY | 0.80000 2000.00| 1.05000 2625.00| 0.72000 1800.00 GROUP 2 CHANNELIZING DEVICES | | | 0320 24279 500.000 HR | 4.00000 2000.00| 26.78000 13390.00| 14.69000 7345.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0330 24282 1000.000 HR | 20.25000 20250.00| 28.92000 28920.00| 20.00000 20000.00 FLAGGER SERVICE | | | 0340 24400 4.000 UNIT| 350.00000 1400.00| 429.00000 1716.00| 298.18000 1192.72 OBSCURING ROADWAY | | | 0350 24430 4158.000 SY | 5.90000 24532.20| 5.77000 23991.66| 5.27000 21912.66 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0360 25506 12.000 MO | 1015.00000 12180.00| 2164.81000 25977.72| 1501.49000 18017.88 FIELD OFFICE TY.II | | | 0370 27012 2.000 ACRE| 2700.00000 5400.00| 2838.90000 5677.80| 4016.14000 8032.28 TOPSOIL CLASS A 2" | | | 0380 27102 904.000 LB | 11.00000 9944.00| 9.53000 8615.12| 13.07000 11815.28 REGULAR SEED | | | 0390 27103 440.000 LB | 3.00000 1320.00| 3.27000 1438.80| 4.14000 1821.60 OVERSEEDING | | | 0400 27215 1.000 TON | 1595.00000 1595.00| 1552.95000 1552.95| 1258.72000 1258.72 FERTILIZER(15-30-15) | | | 0410 27250 8.000 TON | 200.00000 1600.00| 187.43000 1499.44| 216.39000 1731.12 LIME | | | 0420 27321 1440.000 SY | 1.90000 2736.00| 3.13000 4507.20| 3.63000 5227.20 PROTECTIVE COVERING EC-2 | | | 0430 27337 55.000 SY | 57.50000 3162.50| 2.50000 137.50| 62.96000 3462.80 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0440 27340 45.000 CY | 46.00000 2070.00| 17.15000 771.75| 17.79000 800.55 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0450 27410 9.000 EA | 345.00000 3105.00| 473.28000 4259.52| 1070.31000 9632.79 CHECK DAM, ROCK TY. I | | | 0460 27415 64.000 EA | 125.00000 8000.00| 123.26000 7888.64| 290.99000 18623.36 CHECK DAM(ROCK) TY. II | | | 0470 27430 219.000 CY | 6.90000 1511.10| 21.44000 4695.36| 17.10000 3744.90 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A52 -4 TABULATION OF BIDS CALL ORDER : A52 CONTRACT ID : C00076192C01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) H004 |( 3 ) G181 |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, I |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 27440 40.000 HR | 45.00000 1800.00| 57.20000 2288.00| 50.76000 2030.40 MOWING | | | 0490 27461 3.000 EA | 540.00000 1620.00| 116.08000 348.24| 286.18000 858.54 INLET PROTECTION TYPE B | | | 0500 27500 3210.000 SY | 2.00000 6420.00| 2.18000 6997.80| 1.29000 4140.90 GEOTEXTILE FABRIC | | | 0510 27505 460.000 LF | 2.00000 920.00| 2.70000 1242.00| 3.46000 1591.60 TEMP. SILT FENCE | | | 0520 27580 690.000 CY | 5.00000 3450.00| 8.16000 5630.40| 17.57000 12123.30 TEMP. SEDIMENT BASIN EXCAVATION | | | 0530 50108 371.000 SF | 30.00000 11130.00| 37.49000 13908.79| 27.89000 10347.19 SIGN PANEL | | | 0540 50430 107.000 LF | 19.00000 2033.00| 17.14000 1833.98| 29.34000 3139.38 SIGN POST STP-1 2" | | | 0550 50432 72.000 LF | 29.00000 2088.00| 48.20000 3470.40| 49.84000 3588.48 SIGN POST STP-1 2 3/16" | | | 0560 50434 78.000 LF | 28.00000 2184.00| 48.20000 3759.60| 54.88000 4280.64 SIGN POST STP-1 2 1/2" | | | 0570 50490 34.000 EA | 480.00000 16320.00| 53.55000 1820.70| 141.12000 4798.08 CONCRETE FOUNDATION STP-1 | | | 0580 50759 1.000 EA | 475.00000 475.00| 143.00000 143.00| 412.08000 412.08 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 0590 50867 10.000 EA | 100.00000 1000.00| 143.00000 1430.00| 155.02000 1550.20 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 0600 50868 3.000 EA | 100.00000 300.00| 357.50000 1072.50| 304.92000 914.76 REMOVE-DISPOSE SIGN STRUCT. TY. WP-2 | | | 0610 51963 3.000 EA | 100.00000 300.00| 286.00000 858.00| 185.87000 557.61 NS REMOVE REMOVE - DISPOSE SIGN STRUCT. | | | TY.STP-1 | | | 0620 54032 6277.000 LF | 1.10000 6904.70| 0.80000 5021.60| 0.74000 4644.98 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0630 54042 146.000 LF | 2.00000 292.00| 10.71000 1563.66| 9.07000 1324.22 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0640 54100 55.000 LF | 1.00000 55.00| 37.49000 2061.95| 12.77000 702.35 NS PAVEMENT MARKING PAVEMENT MARKING | | | YIELD BAR TRIANGLE | | | 0650 54105 14000.000 LF | 0.85000 11900.00| 1.07000 14980.00| 0.74000 10360.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0660 54217 55.000 EA | 51.00000 2805.00| 107.10000 5890.50| 46.84000 2576.20 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A52 -5 TABULATION OF BIDS CALL ORDER : A52 CONTRACT ID : C00076192C01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) H004 |( 3 ) G181 |KENT & SONS, INC., J. L. |HALEY, CHISHOLM & MORRIS, I |GENERAL EXCAVATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 54552 14600.000 LF | 0.35000 5110.00| 0.37000 5402.00| 0.41000 5986.00 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 0680 54564 60.000 LF | 12.00000 720.00| 2.14000 128.40| 5.49000 329.40 CONSTR.PAVE.MARK. (TY.F,CL.II)24" | | | 0690 55080 10025.000 LF | 2.15000 21553.75| 2.09000 20952.25| 2.18000 21854.50 8 CONDUCTOR CABLE | | | 0700 55140 12.000 EA | 1030.00000 12360.00| 1001.39000 12016.68| 1047.20000 12566.40 CONCRETE FOUNDATION LF-1 TY. A | | | 0710 55188 12.000 EA | 1677.00000 20124.00| 1633.28000 19599.36| 1708.00000 20496.00 LIGHTING POLE LP-2 TYPE D | | | 0720 55346 1.000 EA | 2565.00000 2565.00| 2497.57000 2497.57| 2611.84000 2611.84 ELECT. SERVICE SE-8 TYPE A | | | 0730 55352 1.000 EA | 3749.00000 3749.00| 3651.04000 3651.04| 3818.08000 3818.08 CONTROL CENTER CCW-1 TYPE C | | | 0740 55508 12.000 EA | 690.00000 8280.00| 672.59000 8071.08| 703.36000 8440.32 LUMINAIRE 150 WATT H.P.S. OFFSET | | | 0750 55580 7.000 EA | 1.10000 7.70| 749.70000 5247.90| 1008.00000 7056.00 JUNCTION BOX JB-R1 | | | 0760 55586 7.000 EA | 678.00000 4746.00| 658.67000 4610.69| 685.44000 4798.08 JUNCTION BOX JB-S1 | | | 0770 56014 21.000 EA | 94.60000 1986.60| 92.11000 1934.31| 96.32000 2022.72 ELECT. SER. GRD. ELECTRODE(10') | | | 0780 56030 2260.000 LF | 1.45000 3277.00| 1.41000 3186.60| 1.48000 3344.80 2" CONDUIT | | | 0790 56200 2260.000 LF | 6.42000 14509.20| 6.54000 14780.40| 6.84000 15458.40 TRENCH EXCAVATION ECI-1 | | | SECTION TOTALS | $ 1,023,951.68| $ 1,171,314.38| $ 1,193,456.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,023,951.68| $ 1,171,314.38| $ 1,193,456.96 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A54 -1 TABULATION OF BIDS CALL ORDER : A54 CONTRACT ID : C00098917N01 COUNTIES : KING GEORGE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 06 CONTRACT TIME : 12/06/12 COMPLETION DATE PROJECT(S) : (NFO)PM62-048-F12,N501 FED # HRRR-966-6(603) CONTRACT DESCRIPTION: HRRR SEGMENT -DISTRICT WIDE PAVEMENT MP 3.76, INTERSECTION OF RTE 218 & 694 MP 7.17, 1.23 MILES EAST OF RTE 610 ON RTE 218 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K611 KICKIN ASPHALT PAVING & SEALING $ 1,483,074.01 100.0000% 2 V160 VIRGINIA PAVING CO., DIV. OF THE LANE CONSTR. CORP. $ 1,643,868.83 110.8420% 3 F373 FINLEY ASPHALT & SEALING, INC. $ 1,735,056.72 116.9906% 4 C333 CURTIS CONTRACTING, INC. $ 1,856,249.32 125.1623% ==================================================================================================================================== |( 1 ) K611 |( 2 ) V160 |( 3 ) F373 |KICKIN ASPHALT PAVING & SEA |VIRGINIA PAVING CO., DIV. O |FINLEY ASPHALT & SEALING, 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| 21912.07000 21912.07| 42000.00000 42000.00| 31476.00000 31476.00 MOBILIZATION | | | 0020 10099 841.000 TON | 40.00000 33640.00| 66.00000 55506.00| 36.75000 30906.75 AGGR. MATL. NO. 21A OR 21B | | | 0030 10505 666.000 TON | 89.57000 59653.62| 90.00000 59940.00| 95.00000 63270.00 NS PAVEMENT PAVEMENT PATCHING | | | 0040 13310 75.000 LF | 60.00000 4500.00| 100.00000 7500.00| 84.00000 6300.00 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 0050 13320 6962.050 LF | 16.25000 113133.31| 28.00000 194937.40| 23.10000 160823.36 GUARDRAIL GR-2 | | | 0060 13322 500.000 LF | 19.00000 9500.00| 30.00000 15000.00| 25.20000 12600.00 GUARDRAIL GR-2 8' POST | | | 0070 13345 22.000 EA | 2250.00000 49500.00| 3300.00000 72600.00| 2782.50000 61215.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0080 13349 28.000 EA | 500.00000 14000.00| 375.00000 10500.00| 315.00000 8820.00 GUARDRAIL TERMINAL SITE PREPARATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A54 -2 TABULATION OF BIDS CALL ORDER : A54 CONTRACT ID : C00098917N01 COUNTIES : KING GEORGE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) K611 |( 2 ) V160 |( 3 ) F373 |KICKIN ASPHALT PAVING & SEA |VIRGINIA PAVING CO., DIV. O |FINLEY ASPHALT & SEALING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13400 7460.000 LF | 2.00000 14920.00| 1.90000 14174.00| 1.58000 11786.80 NS GUARDRAIL GUARDRAIL SHOULDER | | | RESTORATION | | | 0100 13401 200.000 EA | 90.00000 18000.00| 125.00000 25000.00| 105.00000 21000.00 NS GUARDRAIL GUARDRAIL HAND-DIGGING | | | GUARDRAIL POST HOLE(200 EA) | | | 0110 16350 4472.150 TON | 77.06000 344623.88| 75.50000 337647.33| 88.80000 397126.92 ASPHALT CONCRETE TY. SM-12.5A | | | 0120 16365 5281.410 TON | 75.78000 400225.25| 67.50000 356495.18| 86.80000 458426.39 ASPHALT CONCRETE TY. IM-19.0A | | | 0130 16395 1320.350 TON | 136.11000 179712.84| 120.00000 158442.00| 176.00000 232381.60 ASPH. CONC. TY. BM-25.0A (T) | | | 0140 16515 4025.000 SY | 5.47000 22016.75| 7.30000 29382.50| 3.72000 14973.00 NS FLEXIBLE PAVEMENT PLANING FLEXIBLE | | | PAVE. PLANING PATCHING | | | 0150 16522 44011.730 SY | 1.48000 65137.36| 2.70000 118831.67| 2.25000 99026.39 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0160 24265 LUMP| 54979.73000 54979.73| 50000.00000 50000.00| 41000.00000 41000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC .... | | | 0170 24601 896.500 LF | 2.00000 1793.00| 5.50000 4930.75| 4.20000 3765.30 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL REMOVE GUARDRAIL | | | 0180 54032 72160.000 LF | 0.59000 42574.40| 0.70000 50512.00| 0.62000 44739.20 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0190 54042 100.000 LF | 6.10000 610.00| 7.50000 750.00| 6.41000 641.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0200 54217 452.000 EA | 22.60000 10215.20| 30.00000 13560.00| 23.73000 10725.96 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0210 54242 400.000 EA | 8.80000 3520.00| 11.00000 4400.00| 9.24000 3696.00 TEMP. PAVE. MARKER 2 WAY | | | 0220 54300 1.000 EA | 145.00000 145.00| 112.00000 112.00| 152.25000 152.25 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0230 54550 144320.000 LF | 0.13000 18761.60| 0.15000 21648.00| 0.14000 20204.80 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | SECTION TOTALS | $ 1,483,074.01| $ 1,643,868.83| $ 1,735,056.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,483,074.01| $ 1,643,868.83| $ 1,735,056.72 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A58 -1 TABULATION OF BIDS CALL ORDER : A58 CONTRACT ID : C00097885N01 COUNTIES : STAUNTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 08 CONTRACT TIME : 04/30/13 COMPLETION DATE PROJECT(S) : (NFO)TS08-968-094,N501 FED # AC-IM-TS08(237) CONTRACT DESCRIPTION: OVERHEAD BRIDGE PARAPET MOUNTED SIGN REMOVAL DISTRICT WIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 62,002.80 100.0000% 2 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 79,037.00 127.4733% 3 E078 ELDERLEE, INCORPORATED $ 98,447.09 158.7785% 4 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 102,645.37 165.5496% ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) E078 |MCCLAIN & CO., INC. |VIRGINIA SIGN & LIGHTING CO |ELDERLEE, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 24272 300.000 HR | 20.00000 6000.00| 18.30000 5490.00| 30.00000 9000.00 TRUCK MOUNTED ATTENUATOR | | | 0020 24278 1800.000 DAY | 1.00000 1800.00| 1.80000 3240.00| 0.65000 1170.00 GROUP 2 CHANNELIZING DEVICES | | | 0030 24279 120.000 HR | 10.00000 1200.00| 24.00000 2880.00| 13.86000 1663.20 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0040 24281 300.000 HR | 4.00000 1200.00| 5.25000 1575.00| 5.55000 1665.00 ELECTRONIC ARROW | | | 0050 24355 80.000 HR | 50.00000 4000.00| 59.00000 4720.00| 81.50000 6520.00 NS POLICE PATROL POLICE PATROL .... | | | 0060 50108 596.000 SF | 30.05000 17909.80| 24.00000 14304.00| 33.54000 19989.84 SIGN PANEL | | | 0070 50412 35.000 LF | 61.00000 2135.00| 56.00000 1960.00| 64.43000 2255.05 SIGN POST STEEL 12" | | | 0080 50414 42.000 LF | 74.00000 3108.00| 66.00000 2772.00| 80.00000 3360.00 SIGN POST STEEL 14" | | | 0090 50416 50.000 LF | 88.00000 4400.00| 77.00000 3850.00| 90.00000 4500.00 SIGN POST STEEL 16" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A58 -2 TABULATION OF BIDS CALL ORDER : A58 CONTRACT ID : C00097885N01 COUNTIES : STAUNTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) E078 |MCCLAIN & CO., INC. |VIRGINIA SIGN & LIGHTING CO |ELDERLEE, INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 50418 52.000 LF | 106.00000 5512.00| 93.00000 4836.00| 112.00000 5824.00 SIGN POST STEEL 18" | | | 0110 50512 2.000 EA | 630.00000 1260.00| 1140.00000 2280.00| 1000.00000 2000.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 5' | | | DEPTH | | | 0120 50520 2.000 EA | 871.00000 1742.00| 1550.00000 3100.00| 1500.00000 3000.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 7' | | | DEPTH | | | 0130 50550 2.000 EA | 1500.00000 3000.00| 2570.00000 5140.00| 5000.00000 10000.00 CONC. FOUND., SSP-VI A 4' DIA. X 7'6" | | | DEPTH | | | 0140 50556 2.000 EA | 1722.00000 3444.00| 3090.00000 6180.00| 6000.00000 12000.00 CONC. FOUND., SSP-VI A 4' DIA. X 9' | | | DEPTH | | | 0150 50881 1.000 EA | 476.00000 476.00| 3400.00000 3400.00| 1800.00000 1800.00 REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. | | | 0160 50882 2.000 EA | 595.00000 1190.00| 3410.00000 6820.00| 1800.00000 3600.00 REMOVE, DISPOSE SIGN TY.SP-2 FROM O/H | | | STR. | | | 0170 50883 1.000 EA | 714.00000 714.00| 3410.00000 3410.00| 5000.00000 5000.00 REMOVE, DISPOSE SIGN TY.SP-3 FROM O/H | | | STR. | | | 0180 62535 4.000 EA | 728.00000 2912.00| 770.00000 3080.00| 1275.00000 5100.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BRIDGE BEAM SURFACE | | | RESTORATION | | | SECTION TOTALS | $ 62,002.80| $ 79,037.00| $ 98,447.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,002.80| $ 79,037.00| $ 98,447.09 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A59 -1 TABULATION OF BIDS CALL ORDER : A59 CONTRACT ID : C00097882N01 COUNTIES : CULPEPER LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 04/30/13 COMPLETION DATE PROJECT(S) : (NFO)TS07-967-093,N501 FED # STP-TS07(223) CONTRACT DESCRIPTION: OVERHEAD BRIDGE PARAPET MOUNTED SIGN REMOVAL DISTRICTWIDE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M813 MCCLAIN & CO., INC. $ 100,044.00 100.0000% 2 V941 VIRGINIA SIGN & LIGHTING COMPANY, A DIVISION OF THE LANE CON $ 114,976.00 114.9254% 3 B969 B & B SIGNAL CO., L.L.C. $ 120,131.00 120.0782% 4 E363 ELECTRIFIERS, INC. $ 133,276.00 133.2174% 5 E078 ELDERLEE, INCORPORATED $ 155,321.82 155.2535% 6 R009 RICHARDSON-WAYLAND ELECTRICAL CO. LLC $ 161,718.30 161.6472% ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) B969 |MCCLAIN & CO., INC. |VIRGINIA SIGN & LIGHTING CO |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00124 8.000 CY | 150.00000 1200.00| 640.00000 5120.00| 450.00000 3600.00 ROCK EXCAVATION | | | 0020 24272 360.000 HR | 22.00000 7920.00| 15.30000 5508.00| 1.00000 360.00 TRUCK MOUNTED ATTENUATOR | | | 0030 24278 2200.000 DAY | 1.00000 2200.00| 1.95000 4290.00| 1.00000 2200.00 GROUP 2 CHANNELIZING DEVICES | | | 0040 24279 120.000 HR | 10.00000 1200.00| 34.00000 4080.00| 17.50000 2100.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0050 24281 360.000 HR | 4.00000 1440.00| 4.90000 1764.00| 1.00000 360.00 ELECTRONIC ARROW | | | 0060 24355 400.000 HR | 53.30000 21320.00| 65.00000 26000.00| 5.00000 2000.00 NS POLICE PATROL POLICE PATROL .... | | | 0070 50108 790.000 SF | 33.60000 26544.00| 27.00000 21330.00| 37.50000 29625.00 SIGN PANEL | | | 0080 50414 40.000 LF | 73.80000 2952.00| 57.00000 2280.00| 98.00000 3920.00 SIGN POST STEEL 14" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A59 -2 TABULATION OF BIDS CALL ORDER : A59 CONTRACT ID : C00097882N01 COUNTIES : CULPEPER LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) M813 |( 2 ) V941 |( 3 ) B969 |MCCLAIN & CO., INC. |VIRGINIA SIGN & LIGHTING CO |B & B SIGNAL CO., L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 50418 161.000 LF | 99.00000 15939.00| 84.00000 13524.00| 136.00000 21896.00 SIGN POST STEEL 18" | | | 0100 50520 2.000 EA | 1037.00000 2074.00| 1690.00000 3380.00| 4425.00000 8850.00 CONC. FOUND., SSP-VI A 2'9" DIA. X 7' | | | DEPTH | | | 0110 50552 2.000 EA | 1682.00000 3364.00| 2440.00000 4880.00| 4560.00000 9120.00 CONC. FOUND., SSP-VI A 4' DIA. X 8' | | | DEPTH | | | 0120 50556 4.000 EA | 1856.00000 7424.00| 3550.00000 14200.00| 4620.00000 18480.00 CONC. FOUND., SSP-VI A 4' DIA. X 9' | | | DEPTH | | | 0130 50881 1.000 EA | 465.00000 465.00| 370.00000 370.00| 1740.00000 1740.00 REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. | | | 0140 50883 1.000 EA | 582.00000 582.00| 910.00000 910.00| 1740.00000 1740.00 REMOVE, DISPOSE SIGN TY.SP-3 FROM O/H | | | STR. | | | 0150 51963 2.000 EA | 700.00000 1400.00| 2500.00000 5000.00| 2900.00000 5800.00 NS REMOVE REMOVE REMOVE DISPOSE TYPE BM | | | STR. | | | 0160 62535 6.000 EA | 670.00000 4020.00| 390.00000 2340.00| 1390.00000 8340.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE BRIDGE BEAM SURFACE | | | RESTORATION | | | SECTION TOTALS | $ 100,044.00| $ 114,976.00| $ 120,131.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 100,044.00| $ 114,976.00| $ 120,131.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A70 -1 TABULATION OF BIDS CALL ORDER : A70 CONTRACT ID : C00098905N01 COUNTIES : HAMPTON RDS LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : (FO)0095-040-S22, N501 FED # HSIP-095-1(315) CONTRACT DESCRIPTION: PAVING AND RUMBLE STRIPS MILE POST 0.0 MILE POST 17.1, GREENSVILLE/SUSSEX COUNTY LINE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S021 B. P. SHORT & SON PAVING CO., INC. $ 3,379,407.87 100.0000% 2 B850 BRANSCOME INC. $ 3,535,705.95 104.6250% 3 R015 ROSE BROTHERS PAVING COMPANY, INC. $ 3,816,605.74 112.9371% 4 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 4,115,684.94 121.7872% ==================================================================================================================================== |( 1 ) S021 |( 2 ) B850 |( 3 ) R015 |B. P. SHORT & SON PAVING CO |BRANSCOME INC. |ROSE BROTHERS PAVING COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 10700 329921.000 LF | 0.13000 42889.73| 0.14000 46188.94| 0.12000 39590.52 RUMBLE STRIP, ASPHALT | | | 0020 16340 22104.000 TON | 74.63000 1649621.52| 86.39000 1909564.56| 84.00000 1856736.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0030 16522 267925.000 SY | 0.94000 251849.50| 0.65000 174151.25| 1.30000 348302.50 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0040 24160 600.000 SF | 10.00000 6000.00| 1.00000 600.00| 6.50000 3900.00 CONSTRUCTION SIGNS | | | 0050 24272 2400.000 HR | 3.00000 7200.00| 0.25000 600.00| 21.00000 50400.00 TRUCK MOUNTED ATTENUATOR | | | 0060 24278 24000.000 DAY | 0.10000 2400.00| 0.01000 240.00| 0.30000 7200.00 GROUP 2 CHANNELIZING DEVICES | | | 0070 24279 2400.000 HR | 3.00000 7200.00| 1.00000 2400.00| 16.00000 38400.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0080 24281 2400.000 HR | 1.00000 2400.00| 0.10000 240.00| 9.00000 21600.00 ELECTRONIC ARROW | | | 0090 54076 406296.000 LF | 3.10000 1259517.60| 3.10000 1259517.60| 3.15000 1279832.40 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : A70 -2 TABULATION OF BIDS CALL ORDER : A70 CONTRACT ID : C00098905N01 COUNTIES : HAMPTON RDS LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) S021 |( 2 ) B850 |( 3 ) R015 |B. P. SHORT & SON PAVING CO |BRANSCOME INC. |ROSE BROTHERS PAVING COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 54105 406296.000 LF | 0.37000 150329.52| 0.35000 142203.60| 0.42000 170644.32 ERADICATION OF EXIST. PAVEMENT MARKING | | | SECTION TOTALS | $ 3,379,407.87| $ 3,535,705.95| $ 3,816,605.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,379,407.87| $ 3,535,705.95| $ 3,816,605.74 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : J41 -1 TABULATION OF BIDS CALL ORDER : J41 CONTRACT ID : C00093434M01B COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A CONTRACT TIME : 12/21/12 COMPLETION DATE PROJECT(S) : (NFO)0641-029-852, , M501 FED # BROS-BR09 (249) CONTRACT DESCRIPTION: BRIDGE REPAIRS ON POHICK ROAD OVER FAIRFAX COUNTY PKWY 0.0 MI. INT. RTE. 7100 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 M640 MARTINS CONSTRUCTION CORP. $ 261,745.80 100.0000% 2 A648 A & M CONCRETE CORP. $ 323,725.00 123.6792% 3 F034 FORT MYER CONSTRUCTION CORPORATION $ 343,804.07 131.3504% 4 W613 WUNNA CONTRACTING CORPORATION $ 360,368.00 137.6786% 5 F402 CIVIL CONSTRUCTION, L.L.C. $ 533,247.00 203.7271% ==================================================================================================================================== |( 1 ) M640 |( 2 ) A648 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 20000.00000 20000.00| 16500.00000 16500.00| 15000.00000 15000.00 MOBILIZATION | | | 0020 00102 LUMP| 15000.00000 15000.00| 4500.00000 4500.00| 5000.00000 5000.00 CONSTRUCTION SURVEYING (MIN.-PLAN) | | | 0030 00120 194.000 CY | 45.00000 8730.00| 65.00000 12610.00| 100.00000 19400.00 REGULAR EXCAVATION | | | 0040 00150 12.000 CY | 200.00000 2400.00| 125.00000 1500.00| 150.00000 1800.00 EMBANKMENT | | | 0050 00270 22.000 TON | 80.00000 1760.00| 80.00000 1760.00| 100.00000 2200.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0060 01150 136.000 LF | 100.00000 13600.00| 225.00000 30600.00| 150.00000 20400.00 15" PIPE | | | 0070 08962 1.000 EA | 2500.00000 2500.00| 5200.00000 5200.00| 5500.00000 5500.00 DROP INLET DI-13 TY.1 | | | 0080 08965 1.000 EA | 4000.00000 4000.00| 6200.00000 6200.00| 6700.00000 6700.00 DROP INLET DI-13 TY.II | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : J41 -2 TABULATION OF BIDS CALL ORDER : J41 CONTRACT ID : C00093434M01B COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) A648 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 09056 19.000 LF | 900.00000 17100.00| 1800.00000 34200.00| 1111.00000 21109.00 MANHOLE MH-1 OR 2 | | | 0100 09057 1.000 EA | 585.00000 585.00| 750.00000 750.00| 375.00000 375.00 FRAME & COVER MH-1 | | | 0110 10128 15.000 TON | 70.00000 1050.00| 85.00000 1275.00| 100.00000 1500.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10610 1.000 TON | 800.00000 800.00| 750.00000 750.00| 800.00000 800.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0130 10628 10.000 SY | 65.00000 650.00| 120.00000 1200.00| 68.00000 680.00 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0140 10636 1.000 TON | 800.00000 800.00| 650.00000 650.00| 800.00000 800.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0150 11070 93.000 LF | 10.00000 930.00| 6.00000 558.00| 2.75000 255.75 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | (FULL DEPTH) | | | 0160 12600 29.000 LF | 100.00000 2900.00| 45.00000 1305.00| 41.00000 1189.00 STD. COMB. CURB & GUTTER CG-6 | | | 0170 12610 63.000 LF | 125.00000 7875.00| 45.00000 2835.00| 50.00000 3150.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0180 12725 20.000 LF | 135.00000 2700.00| 75.00000 1500.00| 55.00000 1100.00 NS RADIAL COMB. CURB & GUTTER RADIAL | | | COMB. C & G MOD. RADIAL CG-6 | | | 0190 13320 20.000 LF | 40.00000 800.00| 75.00000 1500.00| 39.10000 782.00 GUARDRAIL GR-2 | | | 0200 13331 93.000 LF | 42.00000 3906.00| 75.00000 6975.00| 41.40000 3850.20 RAD. GUARDRAIL GR-2 | | | 0210 13345 2.000 EA | 4500.00000 9000.00| 4400.00000 8800.00| 2875.00000 5750.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0220 13392 1.000 EA | 2500.00000 2500.00| 4400.00000 4400.00| 2645.00000 2645.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0230 13393 1.000 EA | 450.00000 450.00| 1900.00000 1900.00| 345.00000 345.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0240 13611 4.000 EA | 4500.00000 18000.00| 4200.00000 16800.00| 9540.00000 38160.00 IMPACT ATTENUATOR SERVICE TYPE I | | | 0250 14370 827.000 SY | 6.50000 5375.50| 6.00000 4962.00| 5.00000 4135.00 ROADSIDE RESTORATION | | | 0260 24160 600.000 SF | 22.00000 13200.00| 20.00000 12000.00| 25.00000 15000.00 CONSTRUCTION SIGNS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : J41 -3 TABULATION OF BIDS CALL ORDER : J41 CONTRACT ID : C00093434M01B COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) A648 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 24272 130.000 HR | 15.00000 1950.00| 26.00000 3380.00| 60.00000 7800.00 TRUCK MOUNTED ATTENUATOR | | | 0280 24278 1013.000 DAY | 0.10000 101.30| 1.00000 1013.00| 1.00000 1013.00 GROUP 2 CHANNELIZING DEVICES | | | 0290 24281 720.000 HR | 1.00000 720.00| 2.00000 1440.00| 3.75000 2700.00 ELECTRONIC ARROW | | | 0300 24297 462.000 LF | 56.00000 25872.00| 38.00000 17556.00| 30.00000 13860.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0310 24500 186.000 SY | 35.00000 6510.00| 48.00000 8928.00| 53.00000 9858.00 NS REMOVE EXIST. REMOVE EXIST. RIPRAP | | | 0320 24601 200.000 LF | 8.00000 1600.00| 12.00000 2400.00| 6.00000 1200.00 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .. | | | 0330 24611 36.000 LF | 20.00000 720.00| 64.00000 2304.00| 19.55000 703.80 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .. | | | 0340 24832 1.000 EA | 8500.00000 8500.00| 6800.00000 6800.00| 15000.00000 15000.00 NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE TEMPORARY SHORING | | | 0350 27415 1.000 EA | 850.00000 850.00| 500.00000 500.00| 574.00000 574.00 CHECK DAM(ROCK) TY. II | | | 0360 27505 178.000 LF | 3.00000 534.00| 4.00000 712.00| 6.00000 1068.00 TEMP. SILT FENCE | | | 0370 54042 50.000 LF | 24.00000 1200.00| 26.00000 1300.00| 25.30000 1265.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0380 54079 660.000 LF | 5.50000 3630.00| 5.00000 3300.00| 5.69000 3755.40 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 0390 54300 2.000 EA | 220.00000 440.00| 240.00000 480.00| 230.00000 460.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0400 54310 1.000 EA | 440.00000 440.00| 480.00000 480.00| 460.00000 460.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 0410 54466 258.000 LF | 5.50000 1419.00| 5.00000 1290.00| 3.00000 774.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 0420 54512 1406.000 LF | 3.00000 4218.00| 3.00000 4218.00| 1.82000 2558.92 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0430 68342 300.000 LF | 48.00000 14400.00| 64.00000 19200.00| 85.00000 25500.00 CRACK REPAIRS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : J41 -4 TABULATION OF BIDS CALL ORDER : J41 CONTRACT ID : C00093434M01B COUNTIES : FAIRFAX LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) M640 |( 2 ) A648 |( 3 ) F034 |MARTINS CONSTRUCTION CORP. |A & M CONCRETE CORP. |FORT MYER CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 68562 12.000 LF | 95.00000 1140.00| 225.00000 2700.00| 150.00000 1800.00 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 0450 69900 37.000 CY | 350.00000 12950.00| 390.00000 14430.00| 946.00000 35002.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR LIGHTWEIGHT FLOWABLE FILL | | | 0460 69905 2.000 EA | 595.00000 1190.00| 232.00000 464.00| 513.00000 1026.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR INLET PROPECTION, TYPE B| | | 0470 69905 4.000 EA | 4000.00000 16000.00| 11500.00000 46000.00| 8750.00000 35000.00 NS BR. SUBSTR.WID./REPAIR BR. SUBSTR. | | | WID./REPAIR SCUPPER INSTALLATION | | | 0480 69908 6.000 SY | 125.00000 750.00| 600.00000 3600.00| 800.00000 4800.00 NS BR. SUBSTR. WID./REPAIR BR. SUBSTR. | | | WID./REPAIR EROSION CONTROL RIPRAP (8") | | | SECTION TOTALS | $ 261,745.80| $ 323,725.00| $ 343,804.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,745.80| $ 323,725.00| $ 343,804.07 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R68 -1 TABULATION OF BIDS CALL ORDER : R68 CONTRACT ID : C00082248N01 COUNTIES : ALBEMARLE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/08/12 COMPLETION DATE PROJECT(S) : 0672-002-P00, N501 FED # N/A CONTRACT DESCRIPTION: RTE 672 -RURAL RUSTIC ROAD (SURFACE TREAT NONHARDSURFACE RD) FROM: ROUTE 810 TO: DEAD END SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 456,046.40 100.0000% 2 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 662,960.00 145.3712% ==================================================================================================================================== |( 1 ) H004 |( 2 ) F451 |( ) |HALEY, CHISHOLM & MORRIS, I |FIELDER'S CHOICE ENTERPRISE | 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| 69919.47000 69919.47| 55000.00000 55000.00| MOBILIZATION | | | 0020 00122 9231.000 LF | 4.20000 38770.20| 13.25000 122310.75| NS GRADING GRADING RURAL RUSTIC ROADS | | | CONCEPT | | | 0030 00700 129.000 LF | 5.36000 691.44| 5.00000 645.00| POST INSTALLATION INSPECTION | | | 0040 01300 54.000 LF | 75.42000 4072.68| 87.00000 4698.00| 30" PIPE | | | 0050 01420 40.000 LF | 101.82000 4072.80| 91.00000 3640.00| 42" PIPE | | | 0060 04110 132.000 LF | 39.05000 5154.60| 64.00000 8448.00| 17" X 13" ARCH PIPE | | | 0070 04130 126.000 LF | 47.62000 6000.12| 66.00000 8316.00| 21" X 15" ARCH PIPE | | | 0080 04180 57.000 LF | 63.16000 3600.12| 77.00000 4389.00| 28" X 20" ARCH PIPE | | | 0090 06300 4.000 EA | 562.98000 2251.92| 590.00000 2360.00| 30" END SECTION ES-1 OR 2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R68 -2 TABULATION OF BIDS CALL ORDER : R68 CONTRACT ID : C00082248N01 COUNTIES : ALBEMARLE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) H004 |( 2 ) F451 |( ) |HALEY, CHISHOLM & MORRIS, I |FIELDER'S CHOICE ENTERPRISE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 06420 2.000 EA | 962.27000 1924.54| 975.00000 1950.00| 42" END SECTION ES-1 OR 2 | | | 0110 10128 9512.000 TON | 16.96000 161323.52| 29.00000 275848.00| AGGR. BASE MATL. TY. I NO. 21B | | | 0120 10424 15965.000 SY | 5.02000 80144.30| 5.50000 87807.50| BLOTTED SEAL COAT TY. D | | | 0130 24100 200.000 HR | 0.14000 28.00| 41.00000 8200.00| ALLAYING DUST | | | 0140 24160 288.000 SF | 22.14000 6376.32| 25.00000 7200.00| CONSTRUCTION SIGNS | | | 0150 24278 300.000 DAY | 1.05000 315.00| 5.00000 1500.00| GROUP 2 CHANNELIZING DEVICES | | | 0160 24282 1120.000 HR | 18.21000 20395.20| 15.00000 16800.00| FLAGGER SERVICE | | | 0170 26117 175.000 TON | 64.00000 11200.00| 50.00000 8750.00| DRY RIPRAP CL. AI | | | 0180 27102 487.000 LB | 12.91000 6287.17| 13.25000 6452.75| REGULAR SEED | | | 0190 27103 305.000 LB | 10.18000 3104.90| 3.00000 915.00| OVERSEEDING | | | 0200 27221 1.000 TON | 1253.25000 1253.25| 2500.00000 2500.00| FERTILIZER(10-10-10) | | | 0210 27250 5.000 TON | 257.54000 1287.70| 210.00000 1050.00| LIME | | | 0220 27415 140.000 EA | 123.26000 17256.40| 130.00000 18200.00| CHECK DAM(ROCK) TY. II | | | 0230 27422 4.000 EA | 446.65000 1786.60| 700.00000 2800.00| DEWATERING BASIN | | | 0240 27430 635.000 CY | 0.14000 88.90| 8.00000 5080.00| SILTATION CONTROL EXCAVATION | | | 0250 27506 3375.000 LF | 2.59000 8741.25| 2.40000 8100.00| TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 456,046.40| $ 662,960.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 456,046.40| $ 662,960.00| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R74 -1 TABULATION OF BIDS CALL ORDER : R74 CONTRACT ID : C00091586N01 COUNTIES : MONTGOMERY LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 CONTRACT TIME : 11/30/12 COMPLETION DATE PROJECT(S) : (NFO)0637-060-R26, N501 FED # NONE CONTRACT DESCRIPTION: RTE. 637, REPLACE EXISTING STRUCTURE WITH BOX CULVERT FROM: STRUCTURE #6048, 0.40 MILES SOUTH OF ROUTE 780 TO: STRUCTURE #6048, 0.40 MILES SOUTH OF ROUTE 780 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B728 D. A. BROWN, INC. $ 211,124.15 100.0000% 2 H018 HAYMES BROTHERS, INC. $ 226,240.50 107.1599% 3 C024 A. R. COFFEY AND SONS, INC. $ 234,573.10 111.1067% 4 C1334 CROSSROADS BRIDGE INC $ 278,271.00 131.8044% 5 W210 BURLEIGH CONSTRUCTION CO., INC. $ 296,473.00 140.4259% 6 D172 DLB, INC. $ 324,670.00 153.7816% ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) C024 |D. A. BROWN, INC. |HAYMES BROTHERS, 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| 13000.00000 13000.00| 10000.00000 10000.00| 19500.00000 19500.00 MOBILIZATION | | | 0020 00101 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 2500.00000 2500.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00125 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 18000.00000 18000.00 GRADING | | | 0040 00212 175.000 CY | 18.00000 3150.00| 14.00000 2450.00| 26.00000 4550.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0050 00505 20.000 TON | 30.00000 600.00| 40.00000 800.00| 52.00000 1040.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0060 00523 35.000 LF | 2714.29000 95000.15| 3000.00000 105000.00| 2950.00000 103250.00 NS PRECAST BOX CULVERT PRECAST BOX | | | CULVERT ... | | | 0070 01360 105.000 LF | 40.00000 4200.00| 90.00000 9450.00| 42.00000 4410.00 36" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R74 -2 TABULATION OF BIDS CALL ORDER : R74 CONTRACT ID : C00091586N01 COUNTIES : MONTGOMERY LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) C024 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 10065 150.000 TON | 30.00000 4500.00| 30.00000 4500.00| 20.50000 3075.00 AGGR. MATL. NO. 1 | | | 0090 10128 100.000 TON | 22.00000 2200.00| 28.00000 2800.00| 18.50000 1850.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0100 10630 110.000 SY | 1.00000 110.00| 60.00000 6600.00| 10.00000 1100.00 FLEXIBLE PAVEMENT PLANING | | | 0110 16335 20.000 TON | 310.00000 6200.00| 375.00000 7500.00| 360.00000 7200.00 ASPHALT CONCRETE TY. SM-9.5A | | | 0120 16390 24.000 TON | 340.00000 8160.00| 375.00000 9000.00| 354.90000 8517.60 ASPHALT CONCRETE TY. BM-25.0A | | | 0130 24152 2.000 EA | 300.00000 600.00| 380.00000 760.00| 200.00000 400.00 TYPE III BARRICADE 8' | | | 0140 24160 320.000 SF | 15.00000 4800.00| 16.00000 5120.00| 16.00000 5120.00 CONSTRUCTION SIGNS | | | 0150 24260 110.000 TON | 22.00000 2420.00| 25.00000 2750.00| 18.00000 1980.00 CR. RUN AGGR. NO. 25 OR 26 | | | 0160 24278 1000.000 DAY | 1.00000 1000.00| 0.75000 750.00| 1.00000 1000.00 GROUP 2 CHANNELIZING DEVICES | | | 0170 24282 1000.000 HR | 15.00000 15000.00| 10.00000 10000.00| 22.00000 22000.00 FLAGGER SERVICE | | | 0180 24287 1000.000 DAY | 1.75000 1750.00| 0.65000 650.00| 0.50000 500.00 WARNING LIGHT TY. A | | | 0190 24602 100.000 LF | 8.00000 800.00| 8.00000 800.00| 12.00000 1200.00 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE CHAIN LINK FENCE | | | 0200 24712 100.000 LF | 25.00000 2500.00| 8.00000 800.00| 32.00000 3200.00 NS RESET EXIST. RESET EXIST. CHAIN LINK | | | FENCE | | | 0210 26117 10.000 TON | 55.00000 550.00| 70.00000 700.00| 100.00000 1000.00 DRY RIPRAP CL. AI | | | 0220 27102 120.000 LB | 20.00000 2400.00| 15.00000 1800.00| 9.00000 1080.00 REGULAR SEED | | | 0230 27103 120.000 LB | 15.00000 1800.00| 5.00000 600.00| 0.00000 0.00 OVERSEEDING | | | 0240 27104 20.000 LB | 25.00000 500.00| 20.00000 400.00| 20.00000 400.00 LEGUME SEED | | | 0250 27105 20.000 LB | 25.00000 500.00| 10.00000 200.00| 0.00000 0.00 LEGUME OVERSEEDING | | | 0260 27210 0.500 TON | 1600.00000 800.00| 500.00000 250.00| 1000.00000 500.00 FERTILIZER(10-20-10) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R74 -3 TABULATION OF BIDS CALL ORDER : R74 CONTRACT ID : C00091586N01 COUNTIES : MONTGOMERY LETTING DATE : 05/23/12 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) B728 |( 2 ) H018 |( 3 ) C024 |D. A. BROWN, INC. |HAYMES BROTHERS, INC. |A. R. COFFEY AND SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 27250 4.000 TON | 150.00000 600.00| 125.00000 500.00| 180.00000 720.00 LIME | | | 0280 27321 40.000 SY | 2.10000 84.00| 6.00000 240.00| 2.25000 90.00 PROTECTIVE COVERING EC-2 | | | 0290 27337 320.000 SY | 12.00000 3840.00| 10.00000 3200.00| 6.00000 1920.00 TEMP. DIVERSION CHANNEL LINING CL. B | | | 0300 27340 200.000 CY | 15.00000 3000.00| 10.00000 2000.00| 12.00000 2400.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 0310 27415 5.000 EA | 300.00000 1500.00| 300.00000 1500.00| 100.00000 500.00 CHECK DAM(ROCK) TY. II | | | 0320 27430 200.000 CY | 1.00000 200.00| 1.00000 200.00| 0.00000 0.00 SILTATION CONTROL EXCAVATION | | | 0330 27505 500.000 LF | 2.75000 1375.00| 5.00000 2500.00| 2.25000 1125.00 TEMP. SILT FENCE | | | 0340 27510 1.000 EA | 500.00000 500.00| 1000.00000 1000.00| 800.00000 800.00 COFFERDAMS | | | 0350 50012 4.000 EA | 25.00000 100.00| 50.00000 200.00| 80.00000 320.00 ROAD EDGE DELINEATOR, ED-2 | | | 0360 50108 12.000 SF | 40.00000 480.00| 25.00000 300.00| 50.00000 600.00 SIGN PANEL | | | 0370 50430 32.000 LF | 25.00000 800.00| 12.00000 384.00| 24.00000 768.00 SIGN POST STP-1 2" | | | 0380 51910 38.000 LF | 10.00000 380.00| 8.00000 304.00| 10.00000 380.00 SAW CUT | | | 0390 54020 1050.000 LF | 4.50000 4725.00| 1.65000 1732.50| 4.55000 4777.50 TYPE A PAVEMENT LINE MARKING 4" | | | 0400 67900 LUMP| 8000.00000 8000.00| 3500.00000 3500.00| 6800.00000 6800.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. STR. 6048 | | | SECTION TOTALS | $ 211,124.15| $ 226,240.50| $ 234,573.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,124.15| $ 226,240.50| $ 234,573.10 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R83 -1 TABULATION OF BIDS CALL ORDER : R83 CONTRACT ID : C00080755N01 COUNTIES : LOUISA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 11/05/12 COMPLETION DATE PROJECT(S) : 0699-054-P87,N501 FED # NONE CONTRACT DESCRIPTION: RURAL RUSTIC ROAD PROGRAM PROJECT FROM: 1.50 MILES SOUTHWEST ROUTE 522 TO: 2.61 MILES SOUTHWEST ROUTE 522 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 H301 HOWARD BROTHERS CONTRACTOR, INC. $ 237,432.77 100.0000% 2 G982 GOODMAN EXCAVATING, LLC $ 245,356.88 103.3374% 3 V241 VESS EXCAVATING, LTD. $ 259,987.85 109.4996% 4 K003 KENT & SONS, INC., J. L. $ 270,591.90 113.9657% 5 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 277,539.18 116.8917% 6 C224 CHEMUNG CONTRACTING CORPORATION $ 317,640.50 133.7812% 7 B850 BRANSCOME INC. $ 363,444.87 153.0727% 8 P203 PEARSON CONSTRUCTION, INC. $ 366,179.45 154.2245% 9 K174 KRAHENBILL & CHISHOLM, INC. $ 292,225,658.50 123,077 % ==================================================================================================================================== |( 1 ) H301 |( 2 ) G982 |( 3 ) V241 |HOWARD BROTHERS CONTRACTOR, |GOODMAN EXCAVATING, LLC |VESS EXCAVATING, LTD. 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| 13900.00000 13900.00| 21650.00000 21650.00 MOBILIZATION | | | 0020 00122 5861.000 LF | 5.50000 32235.50| 4.50000 26374.50| 3.80000 22271.80 NS GRADING GRADING RURAL RUSTIC | | | 0030 00700 54.000 LF | 12.00000 648.00| 10.50000 567.00| 10.00000 540.00 POST INSTALLATION INSPECTION | | | 0040 01150 70.000 LF | 32.00000 2240.00| 22.00000 1540.00| 27.00000 1890.00 15" PIPE | | | 0050 04110 84.000 LF | 50.00000 4200.00| 30.00000 2520.00| 28.35000 2381.40 17" X 13" ARCH PIPE | | | 0060 09148 8.000 TON | 200.00000 1600.00| 55.00000 440.00| 39.35000 314.80 EROSION CONTROL STONE CLASS A1 EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R83 -2 TABULATION OF BIDS CALL ORDER : R83 CONTRACT ID : C00080755N01 COUNTIES : LOUISA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) H301 |( 2 ) G982 |( 3 ) V241 |HOWARD BROTHERS CONTRACTOR, |GOODMAN EXCAVATING, LLC |VESS EXCAVATING, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 10128 6156.000 TON | 16.00000 98496.00| 17.00000 104652.00| 18.25000 112347.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0080 10424 11718.000 SY | 5.50000 64449.00| 5.66000 66323.88| 4.95000 58004.10 BLOTTED SEAL COAT TY. D | | | 0090 13215 1.000 EA | 400.00000 400.00| 200.00000 200.00| 155.00000 155.00 MAILBOX POST, SINGLE | | | 0100 24100 80.000 HR | 0.01000 0.80| 19.00000 1520.00| 22.00000 1760.00 ALLAYING DUST | | | 0110 24160 232.000 SF | 5.00000 1160.00| 15.00000 3480.00| 27.50000 6380.00 CONSTRUCTION SIGNS | | | 0120 24278 1480.000 DAY | 0.01000 14.80| 0.50000 740.00| 0.85000 1258.00 GROUP 2 CHANNELIZING DEVICES | | | 0130 24282 1100.000 HR | 0.01000 11.00| 13.00000 14300.00| 18.25000 20075.00 FLAGGER SERVICE | | | 0140 27102 365.000 LB | 15.00000 5475.00| 12.00000 4380.00| 12.35000 4507.75 REGULAR SEED | | | 0150 27103 228.000 LB | 0.01000 2.28| 5.50000 1254.00| 3.75000 855.00 OVERSEEDING | | | 0160 27221 1.000 TON | 1000.00000 1000.00| 900.00000 900.00| 1105.00000 1105.00 FERTILIZER(10-10-10) | | | 0170 27250 3.000 TON | 400.00000 1200.00| 80.00000 240.00| 143.00000 429.00 LIME | | | 0180 27401 8.000 TON | 200.00000 1600.00| 74.00000 592.00| 65.00000 520.00 EROSION CONTROL RIPRAP | | | 0190 27415 17.000 EA | 100.00000 1700.00| 40.00000 680.00| 165.00000 2805.00 CHECK DAM(ROCK) TY. II | | | 0200 27430 39.000 CY | 0.01000 0.39| 6.50000 253.50| 1.00000 39.00 SILTATION CONTROL EXCAVATION | | | 0210 27506 200.000 LF | 5.00000 1000.00| 2.50000 500.00| 3.50000 700.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 237,432.77| $ 245,356.88| $ 259,987.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,432.77| $ 245,356.88| $ 259,987.85 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R87 -1 TABULATION OF BIDS CALL ORDER : R87 CONTRACT ID : C00057223N01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 CONTRACT TIME : 09/28/12 COMPLETION DATE PROJECT(S) : 0636-032-P85,N501 FED # NONE CONTRACT DESCRIPTION: RURAL RUSTIC ROAD PROGRAM PROJECT FROM: ROUTE 53 TO: 0.516 MILE NORTH OF ROUTE 53 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 V241 VESS EXCAVATING, LTD. $ 234,821.25 100.0000% 2 S1131 SHELBECK EXCAVATING, LLC $ 257,400.00 109.6153% 3 H004 HALEY, CHISHOLM & MORRIS, INCORPORATED $ 265,679.67 113.1412% 4 K003 KENT & SONS, INC., J. L. $ 269,847.90 114.9163% 5 K174 KRAHENBILL & CHISHOLM, INC. $ 272,372.85 115.9916% 6 P203 PEARSON CONSTRUCTION, INC. $ 299,219.05 127.4242% 7 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 334,958.50 142.6440% 8 B850 BRANSCOME INC. $ 339,624.92 144.6313% ==================================================================================================================================== |( 1 ) V241 |( 2 ) S1131 |( 3 ) H004 |VESS EXCAVATING, LTD. |SHELBECK EXCAVATING, LLC |HALEY, CHISHOLM & MORRIS, INCOR 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| 22500.00000 22500.00| 20748.10000 20748.10| 39072.21000 39072.21 MOBILIZATION | | | 0020 00122 2725.000 LF | 3.80000 10355.00| 9.00000 24525.00| 6.44000 17549.00 NS GRADING GRADING RURAL RUSTIC | | | 0030 00700 205.000 LF | 10.00000 2050.00| 7.50000 1537.50| 4.28000 877.40 POST INSTALLATION INSPECTION | | | 0040 01150 76.000 LF | 28.50000 2166.00| 22.50000 1710.00| 31.54000 2397.04 15" PIPE | | | 0050 01240 26.000 LF | 43.00000 1118.00| 80.00000 2080.00| 62.81000 1633.06 24" PIPE | | | 0060 02140 69.000 LF | 64.50000 4450.50| 50.75000 3501.75| 82.70000 5706.30 23" X 14" ELLIPTICAL PIPE | | | 0070 04110 186.000 LF | 29.50000 5487.00| 39.00000 7254.00| 37.78000 7027.08 17" X 13" ARCH PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R87 -2 TABULATION OF BIDS CALL ORDER : R87 CONTRACT ID : C00057223N01 COUNTIES : FLUVANNA LETTING DATE : 05/23/12 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) V241 |( 2 ) S1131 |( 3 ) H004 |VESS EXCAVATING, LTD. |SHELBECK EXCAVATING, LLC |HALEY, CHISHOLM & MORRIS, INCOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 09148 11.000 TON | 65.00000 715.00| 80.00000 880.00| 86.84000 955.24 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0090 10123 4340.000 TON | 18.75000 81375.00| 20.75000 90055.00| 19.40000 84196.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0100 10607 656.000 TON | 113.00000 74128.00| 103.50000 67896.00| 105.14000 68971.84 ASPHALT CONCRETE TY. SM-12.5A | | | 0110 10628 176.000 SY | 16.50000 2904.00| 15.25000 2684.00| 28.55000 5024.80 FLEXIBLE PAVEMENT PLANING 0" - 2" | | | 0120 24100 40.000 HR | 23.00000 920.00| 75.00000 3000.00| 0.14000 5.60 ALLAYING DUST | | | 0130 24160 192.000 SF | 25.00000 4800.00| 24.00000 4608.00| 22.14000 4250.88 CONSTRUCTION SIGNS | | | 0140 24278 540.000 DAY | 1.00000 540.00| 1.05000 567.00| 1.05000 567.00 GROUP 2 CHANNELIZING DEVICES | | | 0150 24282 625.000 HR | 18.75000 11718.75| 15.75000 9843.75| 18.21000 11381.25 FLAGGER SERVICE | | | 0160 24410 74.000 SY | 3.50000 259.00| 25.00000 1850.00| 8.57000 634.18 DEMOLITION OF PAVEMENT | | | 0170 27102 370.000 LB | 1.00000 370.00| 20.25000 7492.50| 13.35000 4939.50 REGULAR SEED | | | 0180 27103 231.000 LB | 5.00000 1155.00| 0.10000 23.10| 10.18000 2351.58 OVERSEEDING | | | 0190 27221 1.000 TON | 1100.00000 1100.00| 1810.00000 1810.00| 1253.25000 1253.25 FERTILIZER(10-10-10) | | | 0200 27250 6.000 TON | 142.00000 852.00| 245.00000 1470.00| 257.54000 1545.24 LIME | | | 0210 27415 20.000 EA | 165.00000 3300.00| 85.00000 1700.00| 123.26000 2465.20 CHECK DAM(ROCK) TY. II | | | 0220 27430 193.000 CY | 1.00000 193.00| 0.10000 19.30| 0.14000 27.02 SILTATION CONTROL EXCAVATION | | | 0230 27506 1100.000 LF | 2.15000 2365.00| 1.95000 2145.00| 2.59000 2849.00 TEMP. FILTER BARRIER | | | SECTION TOTALS | $ 234,821.25| $ 257,400.00| $ 265,679.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,821.25| $ 257,400.00| $ 265,679.67 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R88 -1 TABULATION OF BIDS CALL ORDER : R88 CONTRACT ID : CM00099164N01 COUNTIES : ARLINGTON PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A FAIRFAX CONTRACT TIME : 06/01/13 COMPLETION DATE PROJECT(S) : DI9C-000-750, N501 FED # NONE CONTRACT DESCRIPTION: DROP INLET, SIDEWALK, CURB AND GUTTER REPAIR ARLINGTON PRIMARIES AND NOVA INTERSTATE SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F034 FORT MYER CONSTRUCTION CORPORATION $ 391,222.40 100.0000% 2 A648 A & M CONCRETE CORP. $ 447,116.00 114.2869% 3 A477 ARTHUR CONSTRUCTION CO., INC. $ 669,811.00 171.2098% ==================================================================================================================================== |( 1 ) F034 |( 2 ) A648 |( 3 ) A477 |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 00595 5.000 LF | 33.00000 165.00| 75.00000 375.00| 100.00000 500.00 OUTLET PIPE | | | 0020 08990 10.000 EA | 322.00000 3220.00| 275.00000 2750.00| 1000.00000 10000.00 NS DROP INLET DROP INLET DI COVER | | | 0030 08990 2.000 EA | 423.00000 846.00| 3200.00000 6400.00| 2500.00000 5000.00 NS DROP INLET DROP INLET DI-2D INLET | | | COLLAR | | | 0040 08990 2.000 EA | 635.00000 1270.00| 700.00000 1400.00| 4500.00000 9000.00 NS DROP INLET DROP INLET DI-2D INLET | | | GRATE | | | 0050 12020 3564.000 LF | 31.00000 110484.00| 30.00000 106920.00| 35.00000 124740.00 STD. CURB CG-2 | | | 0060 12025 4.000 LF | 79.00000 316.00| 140.00000 560.00| 40.00000 160.00 NS CURB CURB 8" CURB | | | 0070 12322 19.000 LF | 65.00000 1235.00| 60.00000 1140.00| 40.00000 760.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0080 12600 273.000 LF | 34.00000 9282.00| 65.00000 17745.00| 40.00000 10920.00 STD. COMB. CURB & GUTTER CG-6 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R88 -2 TABULATION OF BIDS CALL ORDER : R88 CONTRACT ID : CM00099164N01 COUNTIES : ARLINGTON PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A FAIRFAX SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A648 |( 3 ) A477 |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13108 6.000 SY | 270.00000 1620.00| 190.00000 1140.00| 400.00000 2400.00 CG-12 DETECTABLE WARNING SURFACE | | | 0100 13244 932.000 LF | 2.70000 2516.40| 4.00000 3728.00| 2.00000 1864.00 NS SAW CUT H.C.C. ITEMS SAW CUT H.C.C. | | | ITEMS SAW CUT H.C.C. ITEMS | | | 0110 13315 1.000 EA | 2750.00000 2750.00| 4500.00000 4500.00| 5000.00000 5000.00 GUARDRAIL TERMINAL GR-11 | | | 0120 14100 152.000 SY | 9.00000 1368.00| 20.00000 3040.00| 18.00000 2736.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0130 14120 3860.000 LF | 5.00000 19300.00| 10.00000 38600.00| 10.00000 38600.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0140 14162 100.000 SY | 5.00000 500.00| 3.00000 300.00| 4.50000 450.00 GEOTEXTILE DRAINAGE FABRIC | | | 0150 14270 61.000 TON | 28.00000 1708.00| 60.00000 3660.00| 35.00000 2135.00 AGGR. MATL. NO. 25 OR 26 | | | 0160 14280 10.000 TON | 36.00000 360.00| 60.00000 600.00| 35.00000 350.00 COARSE AGGREGATE NO.8 | | | 0170 14300 152.000 SY | 65.00000 9880.00| 74.00000 11248.00| 54.00000 8208.00 CEMENT CONCRETE SIDEWALK 4" | | | 0180 14406 50.000 LF | 25.00000 1250.00| 30.00000 1500.00| 30.00000 1500.00 6" PIPE UNDERDRAIN | | | 0190 14410 6.000 EA | 500.00000 3000.00| 550.00000 3300.00| 500.00000 3000.00 CATCH BASIN TIE-IN | | | 0200 14411 3.000 EA | 350.00000 1050.00| 450.00000 1350.00| 500.00000 1500.00 PIPE TIE IN | | | 0210 14500 72.000 CY | 1407.00000 101304.00| 1100.00000 79200.00| 2850.00000 205200.00 CLASS A-3 CONCRETE | | | 0220 14502 8188.000 LB | 2.00000 16376.00| 2.50000 20470.00| 5.50000 45034.00 REINFORCING STEEL | | | 0230 14504 44.000 EA | 266.00000 11704.00| 475.00000 20900.00| 500.00000 22000.00 STEEL DROP INLET FRAME | | | 0240 24272 564.000 HR | 49.00000 27636.00| 25.00000 14100.00| 30.00000 16920.00 TRUCK MOUNTED ATTENUATOR | | | 0250 24278 1000.000 DAY | 1.00000 1000.00| 1.00000 1000.00| 5.00000 5000.00 GROUP 2 CHANNELIZING DEVICES | | | 0260 24279 1128.000 HR | 4.50000 5076.00| 4.25000 4794.00| 20.00000 22560.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 0270 24281 564.000 HR | 3.75000 2115.00| 2.00000 1128.00| 10.00000 5640.00 ELECTRONIC ARROW | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R88 -3 TABULATION OF BIDS CALL ORDER : R88 CONTRACT ID : CM00099164N01 COUNTIES : ARLINGTON PRINCE WILLIAM LETTING DATE : 05/23/12 10:00 AM DISTRICT : 0A FAIRFAX SET-ASIDE : ==================================================================================================================================== |( 1 ) F034 |( 2 ) A648 |( 3 ) A477 |FORT MYER CONSTRUCTION CORP |A & M CONCRETE CORP. |ARTHUR CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 24282 257.000 HR | 30.00000 7710.00| 28.00000 7196.00| 20.00000 5140.00 FLAGGER SERVICE | | | 0290 24600 200.000 LF | 11.00000 2200.00| 10.00000 2000.00| 20.00000 4000.00 REMOVE EXISTING GUARDRAIL | | | 0300 24617 200.000 LF | 38.50000 7700.00| 28.00000 5600.00| 50.00000 10000.00 NS REUSE GUARDRAIL REUSE GUARDRAIL | | | REUSE GUARDRAIL | | | 0310 27300 529.000 SY | 7.00000 3703.00| 8.00000 4232.00| 36.00000 19044.00 SOD | | | 0320 27461 250.000 EA | 50.00000 12500.00| 95.00000 23750.00| 100.00000 25000.00 INLET PROTECTION TYPE B | | | 0330 27505 250.000 LF | 6.60000 1650.00| 4.00000 1000.00| 5.00000 1250.00 TEMP. SILT FENCE | | | 0340 85004 542.000 LF | 34.00000 18428.00| 95.00000 51490.00| 100.00000 54200.00 NS REPLACE DI ANGLE IRON | | | SECTION TOTALS | $ 391,222.40| $ 447,116.00| $ 669,811.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,222.40| $ 447,116.00| $ 669,811.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R89 -1 TABULATION OF BIDS CALL ORDER : R89 CONTRACT ID : CM512RS102877 COUNTIES : NORTHAMPTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/31/13 COMPLETION DATE PROJECT(S) : 9999-182-167, N501 FED # NONE CONTRACT DESCRIPTION: SIDEWALK, CURB & GUTTER AND DROP INLET REPAIRS VARIOUS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 B850 BRANSCOME INC. $ 886,153.90 100.0000% 2 S725 BISSETTE CONSTRUCTION CORPORATION $ 1,084,210.30 122.3501% 3 I933 INTERSTATE IMPROVEMENT, INC. $ 1,089,138.00 122.9062% ==================================================================================================================================== |( 1 ) B850 |( 2 ) S725 |( 3 ) I933 |BRANSCOME INC. |BISSETTE CONSTRUCTION CORPO |INTERSTATE IMPROVEMENT, 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| 61749.65000 61749.65| 163150.00000 163150.00| 25000.00000 25000.00 MOBILIZATION | | | 0020 00120 25.000 CY | 91.34000 2283.50| 180.00000 4500.00| 50.00000 1250.00 REGULAR EXCAVATION | | | 0030 00525 15.000 CY | 849.11000 12736.65| 2306.00000 34590.00| 200.00000 3000.00 CONCRETE CLASS A3 MISC. | | | 0040 12020 126.000 LF | 21.60000 2721.60| 24.00000 3024.00| 20.00000 2520.00 STD. CURB CG-2 | | | 0050 12022 50.000 LF | 25.47000 1273.50| 24.00000 1200.00| 20.00000 1000.00 RADIAL CURB CG-2 | | | 0060 12600 4224.000 LF | 26.28000 111006.72| 30.00000 126720.00| 25.00000 105600.00 STD. COMB. CURB & GUTTER CG-6 | | | 0070 12610 200.000 LF | 32.50000 6500.00| 30.00000 6000.00| 25.00000 5000.00 RADIAL COMB. CURB & GUTTER CG-6 | | | 0080 12920 2150.000 SY | 56.24000 120916.00| 75.00000 161250.00| 90.00000 193500.00 ENTRANCE GUTTER CG-9B | | | 0090 13108 200.000 SY | 248.39000 49678.00| 357.00000 71400.00| 25.00000 5000.00 CG-12 DETECTABLE WARNING SURFACE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R89 -2 TABULATION OF BIDS CALL ORDER : R89 CONTRACT ID : CM512RS102877 COUNTIES : NORTHAMPTON LETTING DATE : 05/23/12 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) B850 |( 2 ) S725 |( 3 ) I933 |BRANSCOME INC. |BISSETTE CONSTRUCTION CORPO |INTERSTATE IMPROVEMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 13220 4738.000 SY | 40.32000 191036.16| 38.00000 180044.00| 81.00000 383778.00 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0110 14100 6888.000 SY | 8.26000 56894.88| 11.00000 75768.00| 20.00000 137760.00 REMOVAL OF SIDEWALK AND ENTRANCE | | | 0120 14120 4476.000 LF | 11.95000 53488.20| 10.00000 44760.00| 15.00000 67140.00 REMOVAL OF COMB. CURB AND GUTTER | | | 0130 14270 500.000 TON | 77.61000 38805.00| 60.80000 30400.00| 30.00000 15000.00 AGGR. MATL. NO. 25 OR 26 | | | 0140 14370 4738.000 SY | 5.01000 23737.38| 10.20000 48327.60| 3.00000 14214.00 ROADSIDE RESTORATION | | | 0150 14380 100.000 TON | 210.82000 21082.00| 18.00000 1800.00| 150.00000 15000.00 PAVEMENT RESTORATION | | | 0160 14411 4.000 EA | 1001.43000 4005.72| 1794.00000 7176.00| 1000.00000 4000.00 PIPE TIE IN | | | 0170 14440 2580.000 LF | 2.92000 7533.60| 5.00000 12900.00| 1.00000 2580.00 SAW CUT SIDEWALK | | | 0180 14450 1864.000 LF | 8.03000 14967.92| 7.80000 14539.20| 1.50000 2796.00 SAW CUT CURB, GUTTER AND ENTRANCES | | | 0190 14502 675.000 LB | 3.38000 2281.50| 6.90000 4657.50| 2.00000 1350.00 REINFORCING STEEL | | | 0200 14504 28.000 EA | 678.06000 18985.68| 623.00000 17444.00| 1000.00000 28000.00 STEEL DROP INLET FRAME | | | 0210 24160 900.000 SF | 19.70000 17730.00| 13.90000 12510.00| 15.00000 13500.00 CONSTRUCTION SIGNS | | | 0220 24278 15000.000 DAY | 0.58000 8700.00| 0.75000 11250.00| 0.25000 3750.00 GROUP 2 CHANNELIZING DEVICES | | | 0230 24282 2000.000 HR | 21.82000 43640.00| 16.00000 32000.00| 26.50000 53000.00 FLAGGER SERVICE | | | 0240 27461 24.000 EA | 295.01000 7080.24| 350.00000 8400.00| 100.00000 2400.00 INLET PROTECTION TYPE B | | | 0250 27505 2000.000 LF | 3.66000 7320.00| 5.20000 10400.00| 1.50000 3000.00 TEMP. SILT FENCE | | | SECTION TOTALS | $ 886,153.90| $ 1,084,210.30| $ 1,089,138.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 886,153.90| $ 1,084,210.30| $ 1,089,138.00 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 06/22/12 PAGE : R92 -1 TABULATION OF BIDS CALL ORDER : R92 CONTRACT ID : C000101563N01 COUNTIES : WISE LETTING DATE : 05/23/12 10:00 AM DISTRICT : 01 CONTRACT TIME : 11/01/12 COMPLETION DATE PROJECT(S) : 9999-097-838,N501 FED # NONE CONTRACT DESCRIPTION: PLANT MIX OVERLAY VARIOUS LOCATIONS IN WISE CO. SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 W048 W-L CONSTRUCTION & PAVING, INC. $ 1,057,589.52 100.0000% ==================================================================================================================================== |( 1 ) W048 |( ) |( ) |W-L CONSTRUCTION & PAVING, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0010 16362 10056.000 TON | 102.97000 1035466.32| | ASPHALT CONCRETE TY. SM-19.0A | | | 0020 24265 LUMP| 22123.20000 22123.20| | NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC SIX LOCATIONS | | | SECTION TOTALS | $ 1,057,589.52| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,057,589.52| $ 0.00| $ ====================================================================================================================================