E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -1 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A CONTRACT TIME : 09/19/11 COMPLETION DATE PROJECT(S) : 0095-96A-104, B658 FED # NH-095-2(489) 0095-96A-104, B659 FED # NH-095-2(489) 0095-96A-104, B660 FED # NH-095-2(489) OTHERS CONTRACT DESCRIPTION: 6.452 MI. 4TH LANE WIDENING ON RTE 95 FROM: 0.068 MI. S. OF RTE. 123 TO: 0.154 MI. N. OF RTE. 7100 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 S018 SHIRLEY CONTRACTING COMPANY, LLC $ 85,557,338.75 100.0000% 2 L002 THE LANE CONSTRUCTION CORPORATION $ 86,695,814.65 101.3307% 3 F236 FACCHINA CONSTRUCTION COMPANY, INC. $ 102,941,788.19 120.3191% ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 4330000.00000 4330000.00| 4200000.00000 4200000.00| 5100000.00000 5100000.00 MOBILIZATION | | | 0020 00101 LUMP| 900000.00000 900000.00| 750000.00000 750000.00| 2000000.00000 2000000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 1000000.00000 1000000.00| 1500000.00000 1500000.00| 290000.00000 290000.00 CLEARING AND GRUBBING | | | 0035 00118 3782.000 CY | 20.00000 75640.00| 8.50000 32147.00| 16.45000 62213.90 NS EXCAVATION EXCAVATION MANIPULATION | | | 8" (PELLITIZED QUICK LIME) | | | 0040 00120 122653.000 CY | 45.00000 5519385.00| 30.00000 3679590.00| 30.23000 3707800.19 REGULAR EXCAVATION | | | 0055 00150 83409.000 CY | 7.00000 583863.00| 30.00000 2502270.00| 15.96000 1331207.64 EMBANKMENT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -2 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 00211 38.000 CY | 50.00000 1900.00| 70.00000 2660.00| 79.75000 3030.50 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00212 15.000 CY | 100.00000 1500.00| 1500.00000 22500.00| 168.12000 2521.80 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0080 00270 25415.000 TON | 40.00000 1016600.00| 25.00000 635375.00| 28.46000 723310.90 SELECT MATL. TY. I MIN. CBR-30 | | | 0090 00355 47456.000 SY | 2.00000 94912.00| 3.00000 142368.00| 2.82000 133825.92 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0100 00505 121.000 TON | 100.00000 12100.00| 33.00000 3993.00| 90.46000 10945.66 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0110 00506 23.000 TON | 100.00000 2300.00| 45.00000 1035.00| 92.76000 2133.48 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 2 STONE | | | 0120 00506 305.000 TON | 100.00000 30500.00| 35.00000 10675.00| 93.13000 28404.65 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0130 00515 43485.000 SF | 28.00000 1217580.00| 40.00000 1739400.00| 50.00000 2174250.00 TEMPORARY SHEET PILING | | | 0140 00522 37.000 CY | 1600.00000 59200.00| 1050.00000 38850.00| 3030.79000 112139.23 CONCRETE CLASS A4 BOX CULVERT | | | 0150 00525 170.000 CY | 1000.00000 170000.00| 1200.00000 204000.00| 1300.00000 221000.00 CONCRETE CLASS A3 MISC. | | | 0160 00529 78.000 CY | 300.00000 23400.00| 200.00000 15600.00| 245.88000 19178.64 FLOWABLE BACKFILL | | | 0170 00540 4627.000 LB | 1.00000 4627.00| 1.00000 4627.00| 0.99000 4580.73 REINF. STEEL | | | 0180 00580 7150.000 LF | 15.00000 107250.00| 18.00000 128700.00| 14.69000 105033.50 UNDERDRAIN UD-1 | | | 0190 00588 49384.000 LF | 7.00000 345688.00| 9.00000 444456.00| 6.59000 325440.56 UNDERDRAIN UD-4 | | | 0200 00590 314.000 LF | 17.00000 5338.00| 11.00000 3454.00| 43.32000 13602.48 COMB. UNDERDRAIN CD-1 | | | 0210 00591 425.000 LF | 17.00000 7225.00| 11.00000 4675.00| 43.32000 18411.00 COMB. UNDERDRAIN CD-2 | | | 0220 00595 1032.000 LF | 12.00000 12384.00| 12.00000 12384.00| 11.40000 11764.80 OUTLET PIPE | | | 0230 00596 82.000 EA | 400.00000 32800.00| 600.00000 49200.00| 411.65000 33755.30 ENDWALL EW-12 | | | 0240 01122 16.000 LF | 300.00000 4800.00| 130.00000 2080.00| 107.35000 1717.60 12" CONC. PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -3 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 01150 1160.000 LF | 75.00000 87000.00| 60.00000 69600.00| 76.24000 88438.40 15" PIPE | | | 0260 01152 1173.000 LF | 85.00000 99705.00| 70.00000 82110.00| 71.52000 83892.96 15" CONC. PIPE | | | 0270 01182 8259.000 LF | 85.00000 702015.00| 95.00000 784605.00| 84.10000 694581.90 18" CONC. PIPE | | | 0280 01242 2274.000 LF | 90.00000 204660.00| 125.00000 284250.00| 108.88000 247593.12 24" CONC. PIPE | | | 0290 01302 60.000 LF | 150.00000 9000.00| 165.00000 9900.00| 171.86000 10311.60 30" CONC. PIPE | | | 0300 01362 413.000 LF | 170.00000 70210.00| 200.00000 82600.00| 206.23000 85172.99 36" CONC. PIPE | | | 0310 01422 391.000 LF | 160.00000 62560.00| 275.00000 107525.00| 236.64000 92526.24 42" CONC. PIPE | | | 0320 01482 49.000 LF | 400.00000 19600.00| 325.00000 15925.00| 488.08000 23915.92 48" CONC. PIPE | | | 0330 01602 23.000 LF | 600.00000 13800.00| 500.00000 11500.00| 744.05000 17113.15 60" CONC. PIPE | | | 0340 01960 13.000 LF | 1000.00000 13000.00| 750.00000 9750.00| 1278.01000 16614.13 96" PIPE | | | 0350 02092 3.000 EA | 6500.00000 19500.00| 15000.00000 45000.00| 4732.29000 14196.87 NS SPEC. DES. SPEC. DES. DENSIFIED AGGR | | | PIER LOAD TEST | | | 0360 02093 33699.000 LF | 40.00000 1347960.00| 27.00000 909873.00| 47.50000 1600702.50 NS SPEC. DESIGN SPEC. DESIGN DENSIFIED | | | AGGR. PIER (30"DIA.) | | | 0370 06151 3.000 EA | 850.00000 2550.00| 700.00000 2100.00| 914.93000 2744.79 15" END SECTION ES-1 | | | 0380 06181 3.000 EA | 1000.00000 3000.00| 800.00000 2400.00| 1022.34000 3067.02 18" END SECTION ES-1 | | | 0390 06758 1.000 EA | 6000.00000 6000.00| 5800.00000 5800.00| 6354.66000 6354.66 DROP INLET DI-2BB,L=8' | | | 0400 06815 2.000 EA | 3500.00000 7000.00| 5800.00000 11600.00| 4246.63000 8493.26 DROP INLET DI-3A | | | 0410 06818 1.000 EA | 4500.00000 4500.00| 6000.00000 6000.00| 4727.39000 4727.39 DROP INLET DI-3B,L=6' | | | 0420 06819 4.000 EA | 4500.00000 18000.00| 6200.00000 24800.00| 4854.38000 19417.52 DROP INLET DI-3B,L=8' | | | 0430 06820 7.000 EA | 5000.00000 35000.00| 6400.00000 44800.00| 5290.08000 37030.56 DROP INLET DI-3B,L=10' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -4 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 06821 8.000 EA | 5000.00000 40000.00| 6600.00000 52800.00| 6082.88000 48663.04 DROP INLET DI-3B,L=12' | | | 0450 06822 3.000 EA | 5000.00000 15000.00| 6800.00000 20400.00| 6881.05000 20643.15 DROP INLET DI-3B,L=14' | | | 0460 06823 1.000 EA | 5500.00000 5500.00| 7000.00000 7000.00| 7155.15000 7155.15 DROP INLET DI-3B,L=16' | | | 0470 06824 1.000 EA | 6000.00000 6000.00| 7300.00000 7300.00| 7535.78000 7535.78 DROP INLET DI-3B,L=18' | | | 0480 06828 1.000 EA | 5000.00000 5000.00| 6500.00000 6500.00| 6545.93000 6545.93 DROP INLET DI-3BB,L=8' | | | 0490 06830 1.000 EA | 7500.00000 7500.00| 6900.00000 6900.00| 8732.84000 8732.84 DROP INLET DI-3BB,L=12' | | | 0500 06836 1.000 EA | 4500.00000 4500.00| 6200.00000 6200.00| 5047.29000 5047.29 DROP INLET DI-3C,L=8' | | | 0510 07116 3.000 EA | 6000.00000 18000.00| 6600.00000 19800.00| 8008.20000 24024.60 DROP INLET DI-4B,L=12' | | | 0520 07118 3.000 EA | 6000.00000 18000.00| 6800.00000 20400.00| 8464.21000 25392.63 DROP INLET DI-4B,L=14' | | | 0530 07506 8.000 EA | 4000.00000 32000.00| 5500.00000 44000.00| 4796.87000 38374.96 DROP INLET DI-5 | | | 0540 07508 4.000 EA | 4000.00000 16000.00| 5500.00000 22000.00| 4548.34000 18193.36 DROP INLET DI-7 | | | 0550 08188 5.000 EA | 6000.00000 30000.00| 16000.00000 80000.00| 8415.93000 42079.65 DROP INLET DI-10H TY.I,L=6 | | | 0560 08189 2.000 EA | 7000.00000 14000.00| 17000.00000 34000.00| 8257.20000 16514.40 DROP INLET DI-10H TY. I,L=8' | | | 0570 08190 5.000 EA | 7000.00000 35000.00| 18000.00000 90000.00| 8752.12000 43760.60 DROP INLET DI-10H TY. I,L=10' | | | 0580 08191 3.000 EA | 7000.00000 21000.00| 19000.00000 57000.00| 9198.33000 27594.99 DROP INLET DI-10H TY. I,L=12' | | | 0590 08193 1.000 EA | 9000.00000 9000.00| 20000.00000 20000.00| 9324.14000 9324.14 DROP INLET DI-10H TY. I,L=16' | | | 0600 08195 2.000 EA | 9000.00000 18000.00| 22000.00000 44000.00| 12540.29000 25080.58 DROP INLET DI-10H TY. I,L=20' | | | 0610 08221 2.000 EA | 8000.00000 16000.00| 17000.00000 34000.00| 9125.09000 18250.18 DROP INLET DI-10I TY. I,L=8' | | | 0620 08222 3.000 EA | 7000.00000 21000.00| 18000.00000 54000.00| 8371.33000 25113.99 DROP INLET DI-10I TY. I,L=10' | | | 0630 08512 3.000 EA | 7000.00000 21000.00| 18000.00000 54000.00| 8123.41000 24370.23 DROP INLET DI-14B TY. I,L=10' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -5 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 08581 1.000 EA | 6000.00000 6000.00| 15000.00000 15000.00| 7897.36000 7897.36 DROP INLET DI-14E TY. III,L=6' | | | 0650 08582 1.000 EA | 6000.00000 6000.00| 16000.00000 16000.00| 7580.60000 7580.60 DROP INLET DI-14E TY. III,L=8' | | | 0660 08583 3.000 EA | 7000.00000 21000.00| 17000.00000 51000.00| 8330.48000 24991.44 DROP INLET DI-14E TY. III,L=10' | | | 0670 08584 1.000 EA | 7000.00000 7000.00| 18000.00000 18000.00| 8691.30000 8691.30 DROP INLET DI-14E TY. III,L=12' | | | 0680 08585 3.000 EA | 8000.00000 24000.00| 19000.00000 57000.00| 9397.61000 28192.83 DROP INLET DI-14E TY. III,L=14' | | | 0690 08586 6.000 EA | 9000.00000 54000.00| 20000.00000 120000.00| 9820.39000 58922.34 DROP INLET DI-14E TY. III,L=16' | | | 0700 08588 33.000 EA | 10000.00000 330000.00| 22000.00000 726000.00| 9975.76000 329200.08 DROP INLET DI-14E TY. III,L=20' | | | 0710 08623 1.000 EA | 7000.00000 7000.00| 17000.00000 17000.00| 10066.77000 10066.77 DROP INLET DI-14F TY. III,L=10' | | | 0720 08628 3.000 EA | 10000.00000 30000.00| 22000.00000 66000.00| 12139.74000 36419.22 DROP INLET DI-14F TY. III,L=20' | | | 0730 08902 5.000 EA | 4500.00000 22500.00| 11000.00000 55000.00| 4971.05000 24855.25 DROP INLET DI-12,L=6' | | | 0740 08904 1.000 EA | 4500.00000 4500.00| 12000.00000 12000.00| 5788.08000 5788.08 DROP INLET DI-12,L=8' | | | 0750 08926 4.000 EA | 6000.00000 24000.00| 11000.00000 44000.00| 4603.48000 18413.92 DROP INLET DI-12B,L=6' | | | 0760 08965 28.000 EA | 4500.00000 126000.00| 11000.00000 308000.00| 4915.01000 137620.28 DROP INLET DI-13 TY.II | | | 0770 08990 2.000 EA | 7000.00000 14000.00| 17000.00000 34000.00| 11717.84000 23435.68 NS DROP INLET DROP INLET DI-14E,TY. | | | III(MOD), L=10' | | | 0780 08990 2.000 EA | 11000.00000 22000.00| 22000.00000 44000.00| 14206.34000 28412.68 NS DROP INLET DROP INLET DI-14E,TY. | | | III(MOD), L=20' | | | 0790 09056 151.000 LF | 800.00000 120800.00| 800.00000 120800.00| 637.49000 96260.99 MANHOLE MH-1 OR 2 | | | 0800 09057 27.000 EA | 900.00000 24300.00| 1500.00000 40500.00| 726.05000 19603.35 FRAME & COVER MH-1 | | | 0810 09125 20.000 EA | 3500.00000 70000.00| 5000.00000 100000.00| 2436.85000 48737.00 ENERGY DISSIPATOR EG-1 | | | 0820 09150 2157.000 TON | 75.00000 161775.00| 55.00000 118635.00| 91.61000 197602.77 EROSION CONTROL STONE CLASS I, EC-1 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -6 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 09152 284.000 TON | 150.00000 42600.00| 65.00000 18460.00| 106.33000 30197.72 EROSION CONTROL STONE CLASS II, EC-1 | | | 0840 09165 20.000 EA | 2500.00000 50000.00| 3000.00000 60000.00| 3046.47000 60929.40 PIPE SPILLOUT PS-2 | | | 0850 09185 2830.000 SY | 50.00000 141500.00| 85.00000 240550.00| 58.97000 166885.10 PAVED DITCH PG-2A | | | 0860 09215 2530.000 SY | 65.00000 164450.00| 100.00000 253000.00| 70.84000 179225.20 PAVED DITCH PG-5 | | | 0870 09225 266.000 SY | 100.00000 26600.00| 100.00000 26600.00| 106.43000 28310.38 PAVED FLUME PG-4 | | | 0880 09250 63.000 EA | 600.00000 37800.00| 1250.00000 78750.00| 1252.20000 78888.60 SLOPE DRAIN | | | 0890 10013 14642.000 TON | 50.00000 732100.00| 40.00000 585680.00| 44.74000 655083.08 CEMENT STAB. AGGR. MATL. NO. 21A | | | 0910 10061 3539.000 TON | 70.00000 247730.00| 70.00000 247730.00| 79.87000 282659.93 STAB. OPEN-GRADED MATERIAL | | | 0920 10100 34556.000 TON | 32.00000 1105792.00| 30.00000 1036680.00| 37.50000 1295850.00 AGGR. MATL. NO. 21B | | | 0930 10128 57024.000 TON | 32.00000 1824768.00| 32.00000 1824768.00| 42.50000 2423520.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0940 10250 14719.000 TON | 45.00000 662355.00| 34.00000 500446.00| 34.00000 500446.00 NS AGGR. MATERIAL AGGR. MATERIAL #2 | | | STONE | | | 0950 10610 5851.000 TON | 76.00000 444676.00| 76.00000 444676.00| 86.00000 503186.00 ASPHALT CONCRETE TY. IM-19.0A | | | 0960 10611 9721.000 TON | 77.00000 748517.00| 74.00000 719354.00| 83.00000 806843.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0970 10630 586618.000 SY | 1.50000 879927.00| 1.30000 762603.40| 1.37000 803666.66 FLEXIBLE PAVEMENT PLANING | | | 0980 10637 114.000 TON | 120.00000 13680.00| 100.00000 11400.00| 135.00000 15390.00 ASPHALT CONCRETE TY. SM-9.5E (76-22) | | | 0990 10642 77513.000 TON | 65.00000 5038345.00| 68.00000 5270884.00| 74.00000 5735962.00 ASPHALT CONCRETE TY. BM-25.0A | | | 1000 10700 58945.000 LF | 0.10000 5894.50| 0.50000 29472.50| 0.22000 12967.90 RUMBLE STRIP, ASPHALT | | | 1010 10701 10918.000 SY | 3.25000 35483.50| 0.50000 5459.00| 0.59000 6441.62 LIQUID ASPHALT COATING | | | 1020 11020 541.000 CY | 450.00000 243450.00| 425.00000 229925.00| 662.30000 358304.30 CONC. CLASS A4 BRIDGE APPR. SLAB | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -7 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 11030 120760.000 LB | 1.00000 120760.00| 1.00000 120760.00| 0.99000 119552.40 REINF. STEEL BRIDGE APPR. SLAB | | | 1040 11070 57526.000 LF | 1.25000 71907.50| 3.50000 201341.00| 1.54000 88590.04 NS SAW CUT SAW CUT ASPH. PAVE FULL DEPT | | | 1050 12322 7229.000 LF | 32.00000 231328.00| 28.00000 202412.00| 34.16000 246942.64 ASPHALT CONCRETE CURB TY. MC-3B | | | 1060 12505 247.000 TON | 200.00000 49400.00| 200.00000 49400.00| 226.49000 55943.03 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 1070 12700 8537.000 LF | 20.00000 170740.00| 18.00000 153666.00| 22.19000 189436.03 STD. COMB. CURB & GUTTER CG-7 | | | 1080 13212 3.000 EA | 140.00000 420.00| 325.00000 975.00| 919.47000 2758.41 R/W MONUMENT RM-2 | | | 1090 13310 50.000 LF | 100.00000 5000.00| 100.00000 5000.00| 71.19000 3559.50 GUARDRAIL TERMINAL GR-6 (NCHRP 350) | | | 1100 13312 10.000 EA | 2400.00000 24000.00| 2500.00000 25000.00| 2195.10000 21951.00 GUARDRAIL TERMINAL GR-7 (NCHRP 350) | | | 1110 13320 36283.000 LF | 19.00000 689377.00| 15.00000 544245.00| 20.17000 731828.11 GUARDRAIL GR-2 | | | 1120 13349 14.000 EA | 2200.00000 30800.00| 500.00000 7000.00| 2966.34000 41528.76 GUARDRAIL TERMINAL SITE PREPARATION | | | 1130 13355 986.000 LF | 25.00000 24650.00| 25.00000 24650.00| 27.29000 26907.94 GUARDRAIL GR-10 | | | 1140 13392 26.000 EA | 2200.00000 57200.00| 2000.00000 52000.00| 1839.13000 47817.38 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 1150 13393 21.000 EA | 600.00000 12600.00| 500.00000 10500.00| 711.92000 14950.32 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 1160 13401 53.000 EA | 14000.00000 742000.00| 30000.00000 1590000.00| 28000.00000 1484000.00 NS GUARDRAIL GUARDRAIL MEDIAN BARRIER | | | (LIGHT/SIGN BLISTERS) | | | 1170 13460 5.000 LF | 180.00000 900.00| 425.00000 2125.00| 213.37000 1066.85 MEDIAN BARRIER MB-7D | | | 1180 13461 260.000 LF | 160.00000 41600.00| 150.00000 39000.00| 192.83000 50135.80 MEDIAN BARRIER MB-7E | | | 1190 13462 11737.000 LF | 60.00000 704220.00| 60.00000 704220.00| 70.00000 821590.00 MEDIAN BARRIER MB-7F | | | 1200 13477 875.000 LF | 85.00000 74375.00| 65.00000 56875.00| 89.28000 78120.00 MEDIAN BARRIER MB-12C | | | 1205 13478 200.000 LF | 200.00000 40000.00| 160.00000 32000.00| 201.99000 40398.00 NS MEDIAN BARRIER MEDIAN BARRIER TY. II | | | 42" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -8 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 13479 3789.000 LF | 100.00000 378900.00| 275.00000 1041975.00| 372.00000 1409508.00 NS BARRIER BARRIER 32" TRAFFIC BARRIER | | | 1220 13487 155.000 LF | 300.00000 46500.00| 250.00000 38750.00| 296.48000 45954.40 MEDIAN BARRIER MB-8A TYPE III | | | 1230 13496 3764.000 LF | 65.00000 244660.00| 50.00000 188200.00| 101.00000 380164.00 TRAF. BARR. SER. CONC. DOUBLE FACE PAR. | | | MB-11A | | | 1240 13543 92148.000 SF | 18.00000 1658664.00| 20.00000 1842960.00| 30.00000 2764440.00 NS WALL WALL SOUND BARRIER WALL | | | 1250 13555 790.000 CY | 375.00000 296250.00| 550.00000 434500.00| 695.00000 549050.00 NS RETAINING WALL RETAINING WALL RW-3 | | | MOD. | | | 1260 13556 3320.000 L.F.| 160.00000 531200.00| 350.00000 1162000.00| 45.09000 149698.80 NS RETAINING WALL RETAINING WALL | | | DRILLED SHAFT 48" | | | 1270 13556 1536.000 L.F.| 250.00000 384000.00| 85.00000 130560.00| 211.20000 324403.20 NS RETAINING WALL RETAINING WALL STEEL | | | PILES 14" | | | 1280 13561 134.000 CY | 100.00000 13400.00| 80.00000 10720.00| 187.69000 25150.46 POROUS BACKFILL | | | 1290 13565 1313.000 CY | 100.00000 131300.00| 30.00000 39390.00| 39.25000 51535.25 RETAINING WALL EXCAVATION | | | 1300 13570 58945.000 S.F.| 100.00000 5894500.00| 150.00000 8841750.00| 130.00000 7662850.00 NS RETAINING WALL RETAINING WALL .... | | | 1310 13570 6536.000 S.F.| 30.00000 196080.00| 40.00000 261440.00| 160.00000 1045760.00 NS RETAINING WALL RETAINING WALL | | | PRECAST CONCRETE PANEL | | | 1320 13604 50.000 EA | 9000.00000 450000.00| 7500.00000 375000.00| 8350.74000 417537.00 IMPACT ATTEN. SER. TY. 1 (TL-3>45 MPH) | | | 1330 13607 1.000 EA | 20000.00000 20000.00| 28000.00000 28000.00| 23730.76000 23730.76 IMPACT ATTEN. (TL-3,>45 MPH DES.SP.) | | | 1340 13624 4.000 EA | 5500.00000 22000.00| 7500.00000 30000.00| 9843.51000 39374.04 IMPACT ATTENUATOR SERVICE TYPE II-13 | | | 1350 13753 145241.000 SF | 30.00000 4357230.00| 32.00000 4647712.00| 45.00000 6535845.00 SOUND BARRIER WALL | | | 1360 13810 34221.000 SF | 70.00000 2395470.00| 55.00000 1882155.00| 86.00000 2943006.00 RETAINING STRUCTURE | | | 1370 16325 48347.000 TON | 90.00000 4351230.00| 88.00000 4254536.00| 100.13000 4840985.11 NS ASPHALT CONCRETE ASPHALT CONCRETE TY | | | SM-12.5E(M) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -9 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 22501 2622.000 LF | 4.00000 10488.00| 20.00000 52440.00| 4.15000 10881.30 FENCE FE-W1 | | | 1390 22541 19.000 EA | 125.00000 2375.00| 150.00000 2850.00| 118.65000 2254.35 LINE BRACE UNIT FE-W1,FE-W2 | | | 1400 22581 13.000 EA | 140.00000 1820.00| 275.00000 3575.00| 130.52000 1696.76 CORNER BRACE UNIT FE-W1,FE-W2 | | | 1410 22643 249.000 LF | 18.00000 4482.00| 18.00000 4482.00| 17.20000 4282.80 FENCE FE-CL | | | 1420 22653 1.000 EA | 125.00000 125.00| 140.00000 140.00| 118.65000 118.65 LINE BRACE UNIT FE-CL | | | 1430 22663 3.000 EA | 125.00000 375.00| 250.00000 750.00| 130.52000 391.56 CORNER BRACE UNIT FE-CL | | | 1440 24100 6000.000 HR | 12.00000 72000.00| 50.00000 300000.00| 106.64000 639840.00 ALLAYING DUST | | | 1450 24160 4363.000 SF | 35.00000 152705.00| 22.00000 95986.00| 31.45000 137216.35 CONSTRUCTION SIGNS | | | 1460 24272 14165.000 HR | 16.00000 226640.00| 40.00000 566600.00| 26.27000 372114.55 TRUCK MOUNTED ATTENUATOR | | | 1470 24278 375600.000 DAY | 1.00000 375600.00| 0.30000 112680.00| 0.28000 105168.00 GROUP 2 CHANNELIZING DEVICES | | | 1480 24279 85920.000 HR | 3.00000 257760.00| 2.00000 171840.00| 2.41000 207067.20 PORTABLE CHANGEABLE MESSAGE SIGN | | | 1490 24281 12672.000 HR | 3.00000 38016.00| 2.00000 25344.00| 3.93000 49800.96 ELECTRONIC ARROW | | | 1500 24287 7150.000 DAY | 1.00000 7150.00| 1.00000 7150.00| 0.36000 2574.00 WARNING LIGHT TY. A | | | 1520 24297 139075.000 LF | 17.00000 2364275.00| 8.00000 1112600.00| 29.00000 4033175.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 1530 24300 520.000 LF | 175.00000 91000.00| 20.00000 10400.00| 11.87000 6172.40 TRAFFIC BARRIER SERVICE GUARDRAIL GR-2 | | | 1540 24430 5257.000 SY | 11.00000 57827.00| 12.00000 63084.00| 27.37000 143884.09 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1550 24601 42423.000 LF | 1.00000 42423.00| 6.00000 254538.00| 1.78000 75512.94 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL .... | | | 1560 24602 4221.000 LF | 3.00000 12663.00| 5.00000 21105.00| 2.97000 12536.37 NS REMOVE EXIST. FENCE REMOVE EXIST. | | | FENCE .... | | | 1570 24611 225.000 LF | 6.00000 1350.00| 10.00000 2250.00| 14.24000 3204.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL .... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -10 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1580 24703 2007.000 LF | 60.00000 120420.00| 20.00000 40140.00| 126.78000 254447.46 NS REMOVE EXIST REMOVE EXIST. SOUND | | | BARRIER WALL | | | 1590 24825 2.000 EA | 3500.00000 7000.00| 2000.00000 4000.00| 4314.93000 8629.86 NS MODIFY EXIST. MODIFY EXIST. ADJUST | | | EXIST. DI,MH OR JB TOP | | | 1600 24825 2.000 EA | 3500.00000 7000.00| 3000.00000 6000.00| 2886.52000 5773.04 NS MODIFY EXIST. MODIFY EXIST. CAP | | | EXIST. DI,MH OR JB TOP | | | 1610 24825 6.000 EA | 3500.00000 21000.00| 4000.00000 24000.00| 4588.09000 27528.54 NS MODIFY EXIST. MODIFY EXIST. CONVERT | | | EXIST DI TO MH | | | 1620 24825 1.000 EA | 3500.00000 3500.00| 4500.00000 4500.00| 6031.36000 6031.36 NS MODIFY EXIST. MODIFY EXIST. CONVERT | | | EXIST. MH TO DI | | | 1630 24825 5.000 EA | 3500.00000 17500.00| 2500.00000 12500.00| 5233.87000 26169.35 NS MODIFY EXIST. MODIFY EXIST. DI, MH, | | | OR JB | | | 1640 24825 3.000 EA | 1500.00000 4500.00| 3000.00000 9000.00| 1907.90000 5723.70 NS MODIFY EXIST. MODIFY EXIST. FIELD | | | CONNECTION | | | 1650 24832 4.000 EA | 3500.00000 14000.00| 2000.00000 8000.00| 1083.11000 4332.44 NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE COVER & FRAME TO GRADE | | | 1655 25000 1119.000 LF | 75.00000 83925.00| 60.00000 67140.00| 176.47000 197469.93 HANDRAIL HR-1 | | | 1660 25570 LUMP| 14000.00000 14000.00| 15000.00000 15000.00| 29663.44000 29663.44 NS CONTRACT CONTRACT CPM PROJ. SCHED. | | | (BASELINE) | | | 1670 25572 42.000 EA | 900.00000 37800.00| 1500.00000 63000.00| 1423.85000 59801.70 NS CONTRACT CONTRACT CPM PROJ. SCHED. | | | (UPDATES) | | | 1680 25574 7.000 DAY | 2500.00000 17500.00| 1200.00000 8400.00| 2841.43000 19890.01 NS CONTRACT CONTRACT FORMAL PARTNERING | | | 1690 26127 393.000 TON | 120.00000 47160.00| 55.00000 21615.00| 78.05000 30673.65 DRY RIPRAP CL.I 26" | | | 1700 26239 292.000 TON | 120.00000 35040.00| 60.00000 17520.00| 94.46000 27582.32 DRY RIPRAP CL.II 38" | | | 1710 26740 205.000 SY | 90.00000 18450.00| 80.00000 16400.00| 233.87000 47943.35 CONCRETE SLAB SLOPE PROTECTION 4" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -11 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1720 27022 28.000 ACRE| 6000.00000 168000.00| 12000.00000 336000.00| 13986.83000 391631.24 TOPSOIL CLASS B 2" | | | 1730 27102 6317.000 LB | 30.00000 189510.00| 15.00000 94755.00| 12.46000 78709.82 REGULAR SEED | | | 1740 27103 3948.000 LB | 7.00000 27636.00| 6.00000 23688.00| 12.46000 49192.08 OVERSEEDING | | | 1750 27104 452.000 LB | 7.00000 3164.00| 20.00000 9040.00| 14.83000 6703.16 LEGUME SEED | | | 1760 27105 282.000 LB | 5.00000 1410.00| 16.00000 4512.00| 14.83000 4182.06 LEGUME OVERSEEDING | | | 1770 27215 17.000 TON | 500.00000 8500.00| 700.00000 11900.00| 587.34000 9984.78 FERTILIZER(15-30-15) | | | 1780 27250 108.000 TON | 90.00000 9720.00| 100.00000 10800.00| 231.37000 24987.96 LIME | | | 1790 27254 223.000 TON | 200.00000 44600.00| 80.00000 17840.00| 174.95000 39013.85 NS LIME LIME PELLETIZED | | | 1800 27288 7.000 ACRE| 2500.00000 17500.00| 2000.00000 14000.00| 1435.71000 10049.97 EROSION CONTROL MULCH | | | 1810 27321 3699.000 SY | 2.00000 7398.00| 4.00000 14796.00| 2.97000 10986.03 PROTECTIVE COVERING EC-2 | | | 1820 27325 14443.000 SY | 7.00000 101101.00| 7.00000 101101.00| 5.34000 77125.62 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1830 27326 1000.000 SY | 7.00000 7000.00| 7.00000 7000.00| 5.34000 5340.00 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1840 27327 2000.000 SY | 12.00000 24000.00| 8.00000 16000.00| 5.34000 10680.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 1850 27410 79.000 EA | 500.00000 39500.00| 450.00000 35550.00| 1782.41000 140810.39 CHECK DAM, ROCK TY. I | | | 1860 27415 170.000 EA | 400.00000 68000.00| 500.00000 85000.00| 1225.26000 208294.20 CHECK DAM(ROCK) TY. II | | | 1870 27422 10.000 EA | 1000.00000 10000.00| 2000.00000 20000.00| 2913.22000 29132.20 DEWATERING BASIN | | | 1880 27430 19228.000 CY | 3.25000 62491.00| 1.00000 19228.00| 27.00000 519156.00 SILTATION CONTROL EXCAVATION | | | 1890 27450 30.000 EA | 500.00000 15000.00| 450.00000 13500.00| 527.79000 15833.70 DROP INLET SILT TRAP, TYPE A | | | 1900 27460 183.000 EA | 500.00000 91500.00| 450.00000 82350.00| 576.13000 105431.79 DROP INLET SILT TRAP, TYPE B | | | 1910 27505 71532.000 LF | 3.50000 250362.00| 7.00000 500724.00| 6.00000 429192.00 TEMP. SILT FENCE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -12 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1920 27506 28214.000 LF | 3.25000 91695.50| 6.50000 183391.00| 5.00000 141070.00 TEMP. FILTER BARRIER | | | 1930 27526 1358.000 LF | 17.00000 23086.00| 60.00000 81480.00| 23.41000 31790.78 TURBIDITY CURTAIN, IMPERVIOUS | | | 1940 27580 2007.000 CY | 30.00000 60210.00| 20.00000 40140.00| 14.73000 29563.11 TEMP. SEDIMENT BASIN EXCAVATION | | | 1950 50018 24.000 EA | 50.00000 1200.00| 100.00000 2400.00| 41.53000 996.72 ROAD EDGE DELINEATOR ED-3 TY. I, D-1 | | | 1960 50108 2077.000 SF | 60.00000 124620.00| 30.00000 62310.00| 47.46000 98574.42 SIGN PANEL | | | 1970 50402 78.000 LF | 50.00000 3900.00| 40.00000 3120.00| 41.53000 3239.34 SIGN POST STEEL 3" | | | 1980 50404 540.000 LF | 65.00000 35100.00| 55.00000 29700.00| 53.39000 28830.60 SIGN POST STEEL 4" | | | 1990 50410 205.000 LF | 65.00000 13325.00| 58.00000 11890.00| 53.39000 10944.95 SIGN POST STEEL 10" | | | 2000 50412 494.000 LF | 75.00000 37050.00| 65.00000 32110.00| 65.26000 32238.44 SIGN POST STEEL 12" | | | 2010 50414 170.000 LF | 90.00000 15300.00| 80.00000 13600.00| 71.19000 12102.30 SIGN POST STEEL 14" | | | 2020 50416 225.000 LF | 110.00000 24750.00| 85.00000 19125.00| 94.92000 21357.00 SIGN POST STEEL 16" | | | 2030 50418 55.000 LF | 110.00000 6050.00| 105.00000 5775.00| 100.86000 5547.30 SIGN POST STEEL 18" | | | 2040 50500 5.000 EA | 1000.00000 5000.00| 400.00000 2000.00| 848.37000 4241.85 CONC. FOUND., SSP-V A 1' DIA. X 3' DEPT | | | 2050 50502 36.000 EA | 1000.00000 36000.00| 700.00000 25200.00| 848.37000 30541.32 CONC. FOUND., SSP-V A 1'9" DIA. X 4'6" | | | DEPTH | | | 2060 50504 12.000 EA | 1000.00000 12000.00| 850.00000 10200.00| 895.84000 10750.08 CONC. FOUND., SSP-VI A 2'3" DIA. X 4' | | | DEPTH | | | 2070 50506 4.000 EA | 1200.00000 4800.00| 900.00000 3600.00| 978.90000 3915.60 CONC. FOUND., SSP-VI A 2'3" DIA. X 4'6" | | | DEPTH | | | 2080 50510 4.000 EA | 1200.00000 4800.00| 1100.00000 4400.00| 1067.89000 4271.56 CONC. FOUND., SSP-VI A 2'9" DIA. X 4'6" | | | DEPTH | | | 2090 50512 2.000 EA | 1250.00000 2500.00| 1250.00000 2500.00| 1127.21000 2254.42 CONC. FOUND., SSP-VI A 2'9" DIA. X 5' | | | DEPTH | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -13 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2100 50514 6.000 EA | 1400.00000 8400.00| 1300.00000 7800.00| 1127.21000 6763.26 CONC. FOUND., SSP-VI A 2'9" DIA. X 5'6" | | | DEPTH | | | 2110 50516 10.000 EA | 1250.00000 12500.00| 1350.00000 13500.00| 1127.21000 11272.10 CONC. FOUND., SSP-VI A 2'9" DIA. X 6' | | | DEPTH | | | 2120 50518 6.000 EA | 1250.00000 7500.00| 1500.00000 9000.00| 1127.21000 6763.26 CONC. FOUND., SSP-VI A 2'9" DIA. X 6'6" | | | DEPTH | | | 2130 50528 6.000 EA | 2000.00000 12000.00| 1700.00000 10200.00| 1542.50000 9255.00 CONC. FOUND., SSP-VI A 3'0" DIA. X 7' | | | DEPTH | | | 2140 50530 4.000 EA | 2000.00000 8000.00| 1900.00000 7600.00| 1542.50000 6170.00 CONC. FOUND., SSP-VI A 3'0" DIA. X 7'6" | | | DEPTH | | | 2150 50540 6.000 EA | 2000.00000 12000.00| 2500.00000 15000.00| 1779.81000 10678.86 CONC. FOUND., SSP-VI A 3'6" DIA. X 8' | | | DEPTH | | | 2160 50556 2.000 EA | 2500.00000 5000.00| 3300.00000 6600.00| 2135.77000 4271.54 CONC. FOUND., SSP-VI A 4' DIA. X 9' | | | DEPTH | | | 2170 50575 189.000 C.Y.| 1500.00000 283500.00| 900.00000 170100.00| 1186.54000 224256.06 CONC. FOUND. O/H SIGN STRUCTURE | | | 2180 50759 38.000 EA | 600.00000 22800.00| 275.00000 10450.00| 474.62000 18035.56 RELOC. EXIST. SIGN PANEL TY. SP-1 | | | 2190 50761 9.000 EA | 1500.00000 13500.00| 700.00000 6300.00| 1186.54000 10678.86 RELOC. EXIST. SIGN PANEL TY. SP-2 | | | 2200 50762 1.000 EA | 1500.00000 1500.00| 1150.00000 1150.00| 1186.54000 1186.54 RELOC. EXIST. SIGN PANEL TY. SP-3 | | | 2210 50863 19.000 EA | 1.50000 28.50| 700.00000 13300.00| 1.19000 22.61 REMOVE-DISPOSE SIGN STRUCT. TY. V A | | | 2220 50864 5.000 EA | 1.50000 7.50| 1600.00000 8000.00| 1.19000 5.95 REMOVE-DISPOSE SIGN STRUCT. TY. VI A | | | 2230 50867 1.000 EA | 1.50000 1.50| 175.00000 175.00| 1.19000 1.19 REMOVE-DISPOSE SIGN STRUCT. TY. WP-1 | | | 2240 50868 6.000 EA | 1.50000 9.00| 250.00000 1500.00| 1.19000 7.14 REMOVE-DISPOSE SIGN STRUCT. TY. WP-2 | | | 2250 50869 1.000 EA | 1.50000 1.50| 700.00000 700.00| 1.19000 1.19 REMOVE-DISPOSE SIGN STRUCT.TY. WP-3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -14 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2260 50881 2.000 EA | 1.50000 3.00| 800.00000 1600.00| 1.19000 2.38 REMOVE, DISPOSE SIGN TY.SP-1 FROM O/H | | | STR. | | | 2270 50882 1.000 EA | 1.50000 1.50| 1000.00000 1000.00| 1.19000 1.19 REMOVE, DISPOSE SIGN TY.SP-2 FROM O/H | | | STR. | | | 2280 50902 1.000 EA | 45000.00000 45000.00| 45000.00000 45000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 1 | | | 2290 50902 1.000 EA | 45000.00000 45000.00| 29000.00000 29000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 10 | | | 2300 50902 1.000 EA | 45000.00000 45000.00| 30000.00000 30000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 11 | | | 2310 50902 1.000 EA | 45000.00000 45000.00| 30000.00000 30000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 12 | | | 2320 50902 1.000 EA | 45000.00000 45000.00| 30000.00000 30000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 13 | | | 2330 50902 1.000 EA | 45000.00000 45000.00| 38000.00000 38000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 14 | | | 2340 50902 1.000 EA | 45000.00000 45000.00| 30000.00000 30000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 15 | | | 2350 50902 1.000 EA | 45000.00000 45000.00| 45000.00000 45000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 2 | | | 2360 50902 1.000 EA | 45000.00000 45000.00| 35000.00000 35000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 3 | | | 2370 50902 1.000 EA | 100000.00000 100000.00| 125000.00000 125000.00| 88990.34000 88990.34 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 4 | | | 2380 50902 1.000 EA | 45000.00000 45000.00| 38000.00000 38000.00| 35596.14000 35596.14 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -15 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2390 50902 1.000 EA | 85000.00000 85000.00| 75000.00000 75000.00| 65259.58000 65259.58 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 6 | | | 2400 50902 1.000 EA | 100000.00000 100000.00| 100000.00000 100000.00| 88990.34000 88990.34 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 7 | | | 2410 50902 1.000 EA | 100000.00000 100000.00| 90000.00000 90000.00| 88990.34000 88990.34 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 8 | | | 2420 50902 1.000 EA | 200000.00000 200000.00| 190000.00000 190000.00| 154249.91000 154249.91 NS TRAFFIC SIGN TRAFFIC SIGN O. H. | | | LOCATION 9 | | | 2430 51260 1.000 CY | 1250.00000 1250.00| 1600.00000 1600.00| 1063.14000 1063.14 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION CF-3 | | | 2440 51260 27.000 CY | 150.00000 4050.00| 2000.00000 54000.00| 137.64000 3716.28 NS CONCRETE FOUNDATION CONCRETE | | | FOUNDATION TMS CABINET | | | 2450 51615 7750.000 LF | 3.25000 25187.50| 1.75000 13562.50| 2.94000 22785.00 14/1 ENCLOSED COND. CABLE | | | 2460 51700 4610.000 LF | 1.50000 6915.00| 2.00000 9220.00| 1.25000 5762.50 14/2 CONDUCTOR CABLE SHIELDED | | | 2470 51910 5710.000 LF | 6.00000 34260.00| 8.00000 45680.00| 4.96000 28321.60 SAW CUT | | | 2480 51962 2.000 EA | 5500.00000 11000.00| 1600.00000 3200.00| 4763.95000 9527.90 NS RELOCATE RELOCATE CABINET ASSEMBLY | | | 2490 51962 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00| 3140.76000 3140.76 NS RELOCATE RELOCATE DETECTOR STATION | | | 2500 51962 6.000 EA | 1500.00000 9000.00| 1100.00000 6600.00| 1186.54000 7119.24 NS RELOCATE RELOCATE EXIST.O/H SIGN | | | PANEL TY SP-2 | | | 2510 51962 25.000 EA | 700.00000 17500.00| 800.00000 20000.00| 593.27000 14831.75 NS RELOCATE RELOCATE EXIST.O/H SIGN | | | PANEL TY.SP-1 | | | 2520 51962 6.000 EA | 1500.00000 9000.00| 1500.00000 9000.00| 1186.54000 7119.24 NS RELOCATE RELOCATE EXIST.O/H SIGN | | | PANEL TY.SP-3 | | | 2530 51962 2.000 EA | 4500.00000 9000.00| 3000.00000 6000.00| 9367.72000 18735.44 NS RELOCATE RELOCATE EXIST.O/H SIGN | | | PANEL TY.VMS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -16 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2540 51962 2.000 EA | 2200.00000 4400.00| 300.00000 600.00| 1779.81000 3559.62 NS RELOCATE RELOCATE EXIST.SIGN PANEL | | | TY. HAR | | | 2550 51962 1.000 EA | 1500.00000 1500.00| 300.00000 300.00| 1186.54000 1186.54 NS RELOCATE RELOCATE EXIST.SIGN PANEL | | | TY.SP-1 TO BARRIER MOUN | | | 2560 51963 1.000 EA | 15000.00000 15000.00| 6000.00000 6000.00| 11865.38000 11865.38 NS REMOVE REMOVE DISPOSE O/H STR.& | | | LIGHT TY.DP-2 | | | 2570 51963 1.000 EA | 15000.00000 15000.00| 7000.00000 7000.00| 11865.38000 11865.38 NS REMOVE REMOVE DISPOSE O/H STR.& | | | LIGHTS TY.DP-3 | | | 2580 51963 2.000 EA | 15000.00000 30000.00| 9000.00000 18000.00| 11865.38000 23730.76 NS REMOVE REMOVE DISPOSE O/H STR.& | | | LIGHTS TY.DP-4 | | | 2590 51963 1.000 EA | 15000.00000 15000.00| 12000.00000 12000.00| 11865.38000 11865.38 NS REMOVE REMOVE DISPOSE O/H STR.& | | | LIGHTS TY.DP-6 | | | 2600 51963 10.000 EA | 4500.00000 45000.00| 3000.00000 30000.00| 3559.61000 35596.10 NS REMOVE REMOVE DISPOSE O/H STRUCT.& | | | LIGHTS TY.CS-1 | | | 2610 51963 2.000 EA | 1.50000 3.00| 250.00000 500.00| 1.19000 2.38 NS REMOVE REMOVE DISPOSE SIGN PANEL TY. | | | SP-1 | | | 2620 51963 2.000 EA | 7000.00000 14000.00| 500.00000 1000.00| 5932.69000 11865.38 NS REMOVE REMOVE RELOC.SIGN PANEL TY | | | SP-2 TO NEW BRIDGE | | | 2630 54076 133975.000 LF | 4.00000 535900.00| 2.00000 267950.00| 3.80000 509105.00 TYPE B CLASS VI PAVE. LINE MARKING 6" | | | 2640 54077 280.000 LF | 5.00000 1400.00| 3.00000 840.00| 4.75000 1330.00 TYPE B CLASS VI PAVE. LINE MARKING 8" | | | 2650 54078 8530.000 LF | 7.00000 59710.00| 4.00000 34120.00| 7.12000 60733.60 TYPE B CLASS VI PAVE. LINE MARKING 12" | | | 2660 54100 65718.000 LF | 0.40000 26287.20| 2.00000 131436.00| 0.36000 23658.48 NS PAVEMENT MARKING PAVEMENT MARKING | | | CONST.PAVE.MARK.(TY.F CL1) 6" | | | 2670 54100 7950.000 LF | 5.50000 43725.00| 3.00000 23850.00| 5.34000 42453.00 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI CONTRAST 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -17 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2680 54100 230.000 LF | 5.00000 1150.00| 4.00000 920.00| 4.75000 1092.50 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI PAVE. LINE MARK 8" | | | 2690 54100 650.000 LF | 15.00000 9750.00| 6.00000 3900.00| 13.65000 8872.50 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI PAVE.LINE MARK.24" | | | 2700 54105 56181.000 LF | 1.00000 56181.00| 1.00000 56181.00| 0.77000 43259.37 ERADICATION OF EXIST. PAVEMENT MARKING | | | 2710 54217 2061.000 EA | 30.00000 61830.00| 25.00000 51525.00| 27.29000 56244.69 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 2720 54218 151.000 EA | 35.00000 5285.00| 30.00000 4530.00| 35.60000 5375.60 SNOW PLOW. RAISED PAVE. MARKER HYD. CON | | | 2730 54240 3505.000 EA | 4.00000 14020.00| 1.00000 3505.00| 4.15000 14545.75 TEMP. PAVE. MARKER 1 WAY | | | 2740 54300 14.000 EA | 80.00000 1120.00| 50.00000 700.00| 77.13000 1079.82 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2745 54466 2550.000 LF | 4.00000 10200.00| 2.00000 5100.00| 3.56000 9078.00 CONSTR. PAVE. MARKING (TY. E) 6" | | | 2750 54554 8241.000 LF | 0.55000 4532.55| 1.00000 8241.00| 0.47000 3873.27 CONSTR.PAVE.MARK. (TY.F,CL.I)8" | | | 2760 55001 2100.000 LF | 4.00000 8400.00| 4.00000 8400.00| 3.32000 6972.00 0 CONDUCTOR CABLE | | | 2770 55020 102140.000 LF | 3.00000 306420.00| 2.50000 255350.00| 2.40000 245136.00 2 CONDUCTOR CABLE | | | 2780 55040 40135.000 LF | 2.00000 80270.00| 1.75000 70236.25| 1.85000 74249.75 4 CONDUCTOR CABLE | | | 2790 55060 64495.000 LF | 1.60000 103192.00| 1.40000 90293.00| 1.35000 87068.25 6 CONDUCTOR CABLE | | | 2800 55080 8650.000 LF | 1.50000 12975.00| 1.00000 8650.00| 1.19000 10293.50 8 CONDUCTOR CABLE | | | 2810 55140 188.000 EA | 1850.00000 347800.00| 1100.00000 206800.00| 1814.22000 341073.36 CONCRETE FOUNDATION LF-1 TY. A | | | 2820 55188 33.000 EA | 3000.00000 99000.00| 1800.00000 59400.00| 2475.12000 81678.96 LIGHTING POLE LP-2 TYPE D | | | 2830 55189 51.000 EA | 3000.00000 153000.00| 2000.00000 102000.00| 2710.05000 138212.55 LIGHTING POLE LP-2 TYPE E | | | 2840 55190 13.000 EA | 3000.00000 39000.00| 2000.00000 26000.00| 2710.05000 35230.65 LIGHTING POLE LP-2 TYPE F | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -18 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2850 55508 24.000 EA | 650.00000 15600.00| 550.00000 13200.00| 545.81000 13099.44 LUMINAIRE 150 WATT H.P.S. OFFSET | | | 2860 55512 304.000 EA | 650.00000 197600.00| 550.00000 167200.00| 557.67000 169531.68 LUMINAIRE 250 WATT H.P.S. OFFSET | | | 2870 56000 7.000 EA | 1100.00000 7700.00| 700.00000 4900.00| 919.57000 6436.99 JUNCTION BOX JB-1A, 1B OR 1C | | | 2880 56004 79.000 EA | 1500.00000 118500.00| 800.00000 63200.00| 1260.10000 99547.90 JUNCTION BOX JB-2A 2B OR 2C | | | 2890 56006 32.000 EA | 1500.00000 48000.00| 900.00000 28800.00| 1324.18000 42373.76 JUNCTION BOX JB-3A, 3B OR 3C | | | 2900 56010 9.000 EA | 2000.00000 18000.00| 1000.00000 9000.00| 1670.65000 15035.85 JUNCTION BOX JB-5A 5B OR 5C | | | 2910 56022 510.000 LF | 14.00000 7140.00| 7.00000 3570.00| 12.01000 6125.10 1" METAL CONDUIT | | | 2920 56030 47070.000 LF | 7.00000 329490.00| 4.00000 188280.00| 6.29000 296070.30 2" CONDUIT | | | 2930 56032 500.000 LF | 25.00000 12500.00| 10.00000 5000.00| 20.43000 10215.00 2" METAL CONDUIT | | | 2940 56038 750.000 LF | 9.00000 6750.00| 6.50000 4875.00| 7.95000 5962.50 4" CONDUIT | | | 2950 56040 175.000 LF | 50.00000 8750.00| 22.00000 3850.00| 41.81000 7316.75 4" METAL CONDUIT | | | 2960 56042 300.000 LF | 12.00000 3600.00| 10.00000 3000.00| 9.79000 2937.00 NS CONDUIT CONDUIT 12 FIBER OPTIC CABLE | | | 2970 56042 1050.000 LF | 9.00000 9450.00| 4.00000 4200.00| 7.83000 8221.50 NS CONDUIT CONDUIT 3-CELL TEXTILE | | | INNERDUCT | | | 2980 56042 3210.000 LF | 25.00000 80250.00| 60.00000 192600.00| 22.84000 73316.40 NS CONDUIT CONDUIT BORED CONDUIT, 1X4" | | | 2990 56042 120.000 LF | 60.00000 7200.00| 175.00000 21000.00| 53.51000 6421.20 NS CONDUIT CONDUIT BORED CONDUIT, 3X4" | | | 3000 56200 46190.000 LF | 11.00000 508090.00| 4.50000 207855.00| 9.49000 438343.10 TRENCH EXCAVATION ECI-1 | | | 3010 56205 19.000 EA | 1500.00000 28500.00| 1500.00000 28500.00| 1790.12000 34012.28 TEST BORE | | | 3020 59000 4.000 EA | 14000.00000 56000.00| 15000.00000 60000.00| 12162.01000 48648.04 NS LIGHTING LIGHTING CONTROL CENTER | | | CCW-1, TY. H MOD. | | | 3030 59000 12.000 EA | 325.00000 3900.00| 225.00000 2700.00| 290.70000 3488.40 NS LIGHTING LIGHTING DUAL MOUNTING | | | BRACKET | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -19 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3040 59000 4.000 EA | 18000.00000 72000.00| 13000.00000 52000.00| 15169.89000 60679.56 NS LIGHTING LIGHTING ELECT SERVICE, | | | SE-9 TY. A MOD. | | | 3050 59000 1.000 EA | 3200.00000 3200.00| 2000.00000 2000.00| 2821.59000 2821.59 NS LIGHTING LIGHTING LIGHT.POLE LP-2 TY | | | F MOD.(DUAL MOUNT.) | | | 3060 59000 28.000 EA | 400.00000 11200.00| 700.00000 19600.00| 339.35000 9501.80 NS LIGHTING LIGHTING MOD. EXIST. | | | JUNCTION BOX | | | 3070 59000 3.000 EA | 1100.00000 3300.00| 3500.00000 10500.00| 911.26000 2733.78 NS LIGHTING LIGHTING MOD. EXIST.SERVICE | | | PANEL | | | 3080 59000 156.000 EA | 450.00000 70200.00| 500.00000 78000.00| 369.01000 57565.56 NS LIGHTING LIGHTING RE-INSTALL EXIST. | | | LIGHT POLE | | | 3090 59000 70.000 EA | 95.00000 6650.00| 200.00000 14000.00| 78.31000 5481.70 NS LIGHTING LIGHTING RE-LAMP EXIST. | | | LIGHT POLE | | | 3100 59000 4.000 EA | 1100.00000 4400.00| 2000.00000 8000.00| 911.26000 3645.04 NS LIGHTING LIGHTING REMOVE & SALVAGE | | | EXIST SERVICE PANEL | | | 3110 59000 1.000 EA | 7000.00000 7000.00| 3000.00000 3000.00| 5993.20000 5993.20 NS LIGHTING LIGHTING REMOVE & SALVAGE | | | EXIST.HIGHTMAST POLE | | | 3120 59000 156.000 EA | 650.00000 101400.00| 700.00000 109200.00| 1210.26000 188800.56 NS LIGHTING LIGHTING REMOVE & STORE | | | EXIST. POLE | | | 3130 59003 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 4568.17000 4568.17 NS LIGHTING LIGHTING NAVIGATION LIGHTS | | | 120VAC SERVICE PANEL | | | 3140 59050 24.000 EA | 125.00000 3000.00| 500.00000 12000.00| 110.35000 2648.40 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC JUMPER | | | 3150 59050 16.000 EA | 1000.00000 16000.00| 500.00000 8000.00| 830.58000 13289.28 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC PIGTAIL | | | 3160 59050 40.000 EA | 200.00000 8000.00| 400.00000 16000.00| 165.52000 6620.80 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER OPTIC SPLICE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -20 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3170 59050 4.000 EA | 5500.00000 22000.00| 6000.00000 24000.00| 4838.70000 19354.80 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. FIBER TRANSCEIVER | | | 3180 59050 6.000 EA | 2000.00000 12000.00| 1500.00000 9000.00| 1670.65000 10023.90 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. JUNCTION BOX JB-5C MOD. | | | 3190 59050 18.000 EA | 900.00000 16200.00| 2500.00000 45000.00| 783.12000 14096.16 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MICRO VEHICLE DETECTOR INTERFACE | | | CARD | | | 3200 59050 10.000 EA | 7000.00000 70000.00| 7500.00000 75000.00| 5874.55000 58745.50 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. MICROWAVE VEHICLE DETECTOR | | | 3210 59050 2.000 EA | 2000.00000 4000.00| 3500.00000 7000.00| 1773.88000 3547.76 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. PIEZOELECTRIC SENSOR | | | ELECTRONICS UNIT | | | 3220 59050 25.000 EA | 1600.00000 40000.00| 2000.00000 50000.00| 1435.71000 35892.75 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. PIEZOELECTRIC VEHICLE SENSOR | | | 3230 59050 8.000 EA | 2000.00000 16000.00| 4000.00000 32000.00| 1696.75000 13574.00 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. POLE-MOUNTED CABINET | | | 3240 59050 2.000 EA | 4000.00000 8000.00| 10000.00000 20000.00| 3458.76000 6917.52 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. RACK-MOUNTED INTER-CONNECT | | | CENTER | | | 3250 59050 11.000 EA | 1000.00000 11000.00| 3000.00000 33000.00| 848.37000 9332.07 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. RECONFIGURE MICROWAVE DETECTOR | | | 3260 59050 1.000 EA | 400.00000 400.00| 2500.00000 2500.00| 326.30000 326.30 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. SALVAGE DETECTOR STATION | | | 3270 59050 1.000 EA | 8000.00000 8000.00| 3000.00000 3000.00| 6619.69000 6619.69 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. SPLICE CABINET | | | 3280 59050 18.000 EA | 450.00000 8100.00| 750.00000 13500.00| 391.56000 7048.08 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. TEST EXISTING LOOPS | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -21 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3290 59050 1.000 EA | 20000.00000 20000.00| 10000.00000 10000.00| 16348.12000 16348.12 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. TMS CABINET ASSEMBLY | | | 3300 59050 2.000 EA | 7000.00000 14000.00| 10000.00000 20000.00| 6225.76000 12451.52 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. VEHICLE CLASSIFICATION CONTROLLER| | | 3310 59050 2.000 EA | 10000.00000 20000.00| 10000.00000 20000.00| 9073.45000 18146.90 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. VEHICLE DETECTOR CONTROLLER| | | 3320 59060 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 8483.75000 8483.75 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. SYSTEM DOCUMENTATION | | | 3330 59071 5010.000 LF | 4.00000 20040.00| 7.00000 35070.00| 3.56000 17835.60 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. COAX. CABLE RG-58/U | | | 3340 59071 730.000 LF | 12.50000 9125.00| 5.00000 3650.00| 11.09000 8095.70 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. INSTALL EXISTING CABLE | | | 3350 59071 2610.000 LF | 8.00000 20880.00| 2.00000 5220.00| 6.53000 17043.30 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. REMOVE EXISTING CABLE | | | 3360 59071 90.000 LF | 25.00000 2250.00| 25.00000 2250.00| 24.15000 2173.50 NS COMMUNICATION EQUIP. COMMUNICATION | | | EQUIP. TRENCH EXCAVATION ECI-2 MOD.| | | 3370 67904 LUMP| 22000.00000 22000.00| 60000.00000 60000.00| 13989.22000 13989.22 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS DECK DRAINAGE SYSTEM B661 | | | 3380 67904 LUMP| 20000.00000 20000.00| 65000.00000 65000.00| 17605.59000 17605.59 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS DECK DRAINAGE SYSTEM B662 | | | 3390 67904 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| 12844.27000 12844.27 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS NAVIGATION LIGHTING | | | RELOCATION B661 | | | 3400 67904 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| 12844.27000 12844.27 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS NAVIGATION LIGHTING | | | RELOCATION B662 | | | 3410 68010 3262.000 LF | 120.00000 391440.00| 100.00000 326200.00| 163.00000 531706.00 PARAPET, CONCRETE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -22 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3420 68040 1055.000 CY | 875.00000 923125.00| 1000.00000 1055000.00| 1250.00000 1318750.00 CONCRETE CLASS A4 | | | 3430 68042 374.000 CY | 975.00000 364650.00| 1100.00000 411400.00| 1250.00000 467500.00 NS CONCRETE CONCRETE CLASS A4 | | | (LIGHTWEIGHT) | | | 3440 68090 5243.000 SY | 3.00000 15729.00| 4.00000 20972.00| 2.55000 13369.65 BRIDGE DECK GROOVING | | | 3450 68105 374090.000 LB | 1.00000 374090.00| 1.10000 411499.00| 1.16000 433944.40 EPOXY COATED REINF. STEEL | | | 3460 68107 1848600.000 LS | 3700000.00000 3700000.00| 3850000.00000 3850000.00| 4700000.00000 4700000.00 STR.STEEL PLATE GIRDER ASTM A709 GR. 50 | | | 3470 68113 26400.000 LS | 100000.00000 100000.00| 100000.00000 100000.00| 100000.00000 100000.00 STR.STEEL ROLLED BEAM ASTM A709 GRADE 5 | | | 3480 68521 60.000 LF | 5000.00000 300000.00| 1750.00000 105000.00| 5056.66000 303399.60 TOOTH EXPANSION JOINT, TOOTH THICKNESS | | | 1 3/4" | | | 3490 68550 275.000 LF | 175.00000 48125.00| 150.00000 41250.00| 237.18000 65224.50 ELASTOMERIC EXPANSION DAM 0"-2" | | | 3500 68552 186.000 LF | 175.00000 32550.00| 150.00000 27900.00| 244.88000 45547.68 ELASTOMERIC EXPANSION DAM 2+"-3" | | | 3510 68553 250.000 LF | 175.00000 43750.00| 150.00000 37500.00| 247.39000 61847.50 ELASTOMERIC EXPANSION DAM 3+"-4" | | | 3520 68554 136.000 LF | 175.00000 23800.00| 150.00000 20400.00| 254.43000 34602.48 ELASTOMERIC EXPANSION DAM 4+"-5" | | | 3530 68556 436.000 LF | 20.00000 8720.00| 30.00000 13080.00| 26.38000 11501.68 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 3540 68557 822.000 LF | 30.00000 24660.00| 33.00000 27126.00| 32.84000 26994.48 PREFORMED ELASTOMERIC JOINT SEALER 2 | | | 1/2" | | | 3550 68560 255.000 LF | 35.00000 8925.00| 36.00000 9180.00| 40.45000 10314.75 PREFORMED ELASTOMERIC JOINT SEALER 3" | | | 3560 68561 336.000 LF | 45.00000 15120.00| 40.00000 13440.00| 45.55000 15304.80 PREFORMED ELASTOMERIC JOINT SEALER 3 | | | 1/2" | | | 3570 68570 1047.000 LF | 100.00000 104700.00| 130.00000 136110.00| 82.78000 86670.66 EXPANSION JOINT REMOVAL | | | 3580 68571 85.000 LF | 300.00000 25500.00| 45.00000 3825.00| 170.49000 14491.65 NS EXPANSION JT. RECONSTRUCTION EXPAN. | | | JT. RECONSTR. TYPE C | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : K66 -23 TABULATION OF BIDS CALL ORDER : K66 CONTRACT ID : C00057017C01 COUNTIES : FAIRFAX LETTING DATE : 01/09/08 10:00 AM DISTRICT : 0A SET-ASIDE : ==================================================================================================================================== |( 1 ) S018 |( 2 ) L002 |( 3 ) F236 |SHIRLEY CONTRACTING COMPANY |THE LANE CONSTRUCTION CORPO |FACCHINA CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3590 68573 1023.000 LF | 300.00000 306900.00| 60.00000 61380.00| 936.24000 957773.52 EXPANSION JOINT RECONSTRUCTION (HES) | | | 3600 68900 LUMP| 100000.00000 100000.00| 35000.00000 35000.00| 45203.85000 45203.85 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NUMBER 2034 | | | 3610 68900 LUMP| 200000.00000 200000.00| 85000.00000 85000.00| 71664.66000 71664.66 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NUMBER 2037 | | | 3620 68900 LUMP| 200000.00000 200000.00| 95000.00000 95000.00| 108048.25000 108048.25 NS REM. PORT. OF EX.STR. REM. PORT. OF | | | EX. STR. NUMBER 2082 | |