E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -1 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 CONTRACT TIME : 04/01/11 COMPLETION DATE PROJECT(S) : 0631-002-128, B612 FED # NONE 0631-002-128, B613 FED # NONE 0631-002-128, B657 FED # NONE OTHERS CONTRACT DESCRIPTION: 1.371 MI. GRADE, DRAIN, ASPH. CONC., UTILITIES, SIGNALS, LAN FR: INT. MELBOURNE RD. TO: 0.0863 MI. N. NORFOLK SOUTHERN RAILWAY SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 F006 FAULCONER CONSTRUCTION COMPANY, INCORPORATED $ 11,782,035.81 100.0000% 2 G181 GENERAL EXCAVATION, INC. $ 12,068,835.67 102.4342% 3 D172 DLB, INC. $ 12,848,533.10 109.0519% 4 E009 W. C. ENGLISH, INCORPORATED $ 13,129,197.40 111.4340% 5 B319 BRANCH HIGHWAYS, INC. $ 13,274,051.00 112.6635% 6 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 13,282,352.03 112.7339% 7 G303 AMERICAN INFRASTRUCTURE-VA, INC. $ 14,329,301.10 121.6199% 8 F451 FIELDER'S CHOICE ENTERPRISES, INC. $ 14,437,299.90 122.5365% 9 C224 CHEMUNG CONTRACTING CORPORATION $ 17,171,285.10 145.7412% ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL BID ITEMS | | | 0010 00100 LUMP| 406451.00000 406451.00| 561893.50000 561893.50| 700000.00000 700000.00 MOBILIZATION | | | 0020 00101 LUMP| 67339.15000 67339.15| 109085.08000 109085.08| 150000.00000 150000.00 CONSTRUCTION SURVEYING (CONSTRUCTION) | | | 0030 00110 10.000 LS | 100975.89000 100975.89| 71585.00000 71585.00| 350000.00000 350000.00 CLEARING AND GRUBBING | | | 0040 00120 77056.000 CY | 6.01000 463106.56| 4.34000 334423.04| 6.50000 500864.00 REGULAR EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -2 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 00140 52731.000 CY | 1.00000 52731.00| 6.29000 331677.99| 9.00000 474579.00 BORROW EXCAVATION | | | 0060 00211 126.000 CY | 8.79000 1107.54| 15.47000 1949.22| 15.00000 1890.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0070 00212 623.000 CY | 3.88000 2417.24| 25.60000 15948.80| 12.00000 7476.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | 0072 00270 6489.000 TON | 24.00000 155736.00| 18.14000 117710.46| 20.00000 129780.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0074 00355 7015.000 SY | 1.82000 12767.30| 1.38000 9680.70| 2.65000 18589.75 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0080 00522 106.000 CY | 618.59000 65570.54| 536.43000 56861.58| 565.00000 59890.00 CONCRETE CLASS A4 BOX CULVERT | | | 0090 00525 44.000 CY | 390.00000 17160.00| 535.95000 23581.80| 575.00000 25300.00 CONCRETE CLASS A3 MISC. | | | 0100 00529 14.000 CY | 297.68000 4167.52| 383.67000 5371.38| 450.00000 6300.00 FLOWABLE BACKFILL | | | 0110 00540 10406.000 LB | 0.64000 6659.84| 1.00000 10406.00| 1.00000 10406.00 REINF. STEEL | | | 0120 00585 365.000 LF | 20.44000 7460.60| 39.54000 14432.10| 23.00000 8395.00 UNDERDRAIN UD-2 | | | 0130 00588 731.000 LF | 12.77000 9334.87| 8.17000 5972.27| 20.00000 14620.00 UNDERDRAIN UD-4 | | | 0140 00590 97.000 LF | 99.12000 9614.64| 14.73000 1428.81| 7.50000 727.50 COMB. UNDERDRAIN CD-1 | | | 0150 00591 171.000 LF | 23.50000 4018.50| 14.72000 2517.12| 8.50000 1453.50 COMB. UNDERDRAIN CD-2 | | | 0160 00595 800.000 LF | 31.67000 25336.00| 12.93000 10344.00| 17.50000 14000.00 OUTLET PIPE | | | 0170 00596 7.000 EA | 856.01000 5992.07| 631.03000 4417.21| 875.00000 6125.00 ENDWALL EW-12 | | | 0180 01150 96.000 LF | 75.10000 7209.60| 27.60000 2649.60| 30.00000 2880.00 15" PIPE | | | 0190 01152 5864.000 LF | 51.01000 299122.64| 32.94000 193160.16| 31.50000 184716.00 15" CONC. PIPE | | | 0200 01180 35.000 LF | 54.34000 1901.90| 26.00000 910.00| 35.00000 1225.00 18" PIPE | | | 0210 01182 1202.000 LF | 62.42000 75028.84| 37.75000 45375.50| 35.50000 42671.00 18" CONC. PIPE | | | 0220 01240 54.000 LF | 168.07000 9075.78| 34.11000 1841.94| 44.00000 2376.00 24" PIPE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -3 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 01242 1315.000 LF | 64.01000 84173.15| 54.81000 72075.15| 53.00000 69695.00 24" CONC. PIPE | | | 0240 01302 783.000 LF | 84.71000 66327.93| 66.08000 51740.64| 68.00000 53244.00 30" CONC. PIPE | | | 0250 02090 103.000 LF | 586.16000 60374.48| 635.94000 65501.82| 315.00000 32445.00 NS PIPE PIPE 18" CONC. PIPE JACKED | | | 0260 04180 41.000 LF | 52.79000 2164.39| 40.84000 1674.44| 38.50000 1578.50 28" X 20" ARCH PIPE | | | 0270 04290 84.000 LF | 62.15000 5220.60| 56.27000 4726.68| 52.00000 4368.00 42" X 29" ARCH PIPE | | | 0280 06151 10.000 EA | 477.91000 4779.10| 579.67000 5796.70| 780.00000 7800.00 15" END SECTION ES-1 | | | 0290 06181 4.000 EA | 605.92000 2423.68| 677.23000 2708.92| 840.00000 3360.00 18" END SECTION ES-1 | | | 0300 06241 4.000 EA | 908.55000 3634.20| 861.98000 3447.92| 1110.00000 4440.00 24" END SECTION ES-1 | | | 0310 06301 1.000 EA | 1254.16000 1254.16| 1155.26000 1155.26| 1330.00000 1330.00 30" END SECTION ES-1 | | | 0320 06518 2.000 EA | 335.12000 670.24| 462.10000 924.20| 615.00000 1230.00 28" X 20" END SECTION ES-3 | | | 0330 06741 1.000 EA | 4770.71000 4770.71| 3575.46000 3575.46| 4125.00000 4125.00 DROP INLET DI-1A | | | 0340 06815 13.000 EA | 3012.96000 39168.48| 2346.93000 30510.09| 2050.00000 26650.00 DROP INLET DI-3A | | | 0350 06816 5.000 EA | 4603.88000 23019.40| 3671.38000 18356.90| 4250.00000 21250.00 DROP INLET DI-3AA | | | 0360 06817 6.000 EA | 3437.01000 20622.06| 2783.80000 16702.80| 2720.00000 16320.00 DROP INLET DI-3B,L=4' | | | 0370 06818 7.000 EA | 4683.42000 32783.94| 2905.98000 20341.86| 2740.00000 19180.00 DROP INLET DI-3B,L=6' | | | 0380 06819 7.000 EA | 4630.87000 32416.09| 3579.71000 25057.97| 3200.00000 22400.00 DROP INLET DI-3B,L=8' | | | 0390 06820 9.000 EA | 4228.09000 38052.81| 3345.83000 30112.47| 3080.00000 27720.00 DROP INLET DI-3B,L=10' | | | 0400 06821 8.000 EA | 5014.06000 40112.48| 3707.03000 29656.24| 3600.00000 28800.00 DROP INLET DI-3B,L=12' | | | 0410 06822 3.000 EA | 5479.81000 16439.43| 4090.65000 12271.95| 3950.00000 11850.00 DROP INLET DI-3B,L=14' | | | 0420 06823 5.000 EA | 5405.81000 27029.05| 4357.28000 21786.40| 3950.00000 19750.00 DROP INLET DI-3B,L=16' | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -4 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 06826 1.000 EA | 4647.09000 4647.09| 3467.66000 3467.66| 4000.00000 4000.00 DROP INLET DI-3BB,L=4' | | | 0440 06827 1.000 EA | 4248.95000 4248.95| 3403.65000 3403.65| 3460.00000 3460.00 DROP INLET DI-3BB,L=6' | | | 0450 06828 1.000 EA | 5152.51000 5152.51| 4720.34000 4720.34| 6250.00000 6250.00 DROP INLET DI-3BB,L=8' | | | 0460 06829 2.000 EA | 6920.37000 13840.74| 4802.66000 9605.32| 5600.00000 11200.00 DROP INLET DI-3BB,L=10' | | | 0470 06830 1.000 EA | 5193.07000 5193.07| 4079.28000 4079.28| 4150.00000 4150.00 DROP INLET DI-3BB,L=12' | | | 0480 06831 1.000 EA | 7858.29000 7858.29| 5426.05000 5426.05| 5800.00000 5800.00 DROP INLET DI-3BB,L=14' | | | 0490 06832 3.000 EA | 8580.90000 25742.70| 6016.76000 18050.28| 6650.00000 19950.00 DROP INLET DI-3BB,L=16' | | | 0500 06835 5.000 EA | 3568.74000 17843.70| 2742.55000 13712.75| 2570.00000 12850.00 DROP INLET DI-3C,L=6' | | | 0510 06843 1.000 EA | 4347.46000 4347.46| 3383.66000 3383.66| 3460.00000 3460.00 DROP INLET DI-3CC,L=6' | | | 0520 06854 1.000 EA | 4053.32000 4053.32| 3154.39000 3154.39| 2850.00000 2850.00 DROP INLET DI-3E,L=6' | | | 0530 06855 1.000 EA | 4438.54000 4438.54| 3589.04000 3589.04| 3460.00000 3460.00 DROP INLET DI-3E,L=8' | | | 0540 06864 1.000 EA | 4975.48000 4975.48| 4432.07000 4432.07| 4100.00000 4100.00 DROP INLET DI-3EE,L=8' | | | 0550 07506 6.000 EA | 4004.82000 24028.92| 2875.97000 17255.82| 3320.00000 19920.00 DROP INLET DI-5 | | | 0560 07508 14.000 EA | 3443.36000 48207.04| 2430.18000 34022.52| 2570.00000 35980.00 DROP INLET DI-7 | | | 0570 09056 179.000 LF | 374.86000 67099.94| 240.75000 43094.25| 300.00000 53700.00 MANHOLE MH-1 OR 2 | | | 0580 09057 17.000 EA | 486.88000 8276.96| 548.75000 9328.75| 470.00000 7990.00 FRAME & COVER MH-1 | | | 0590 09148 56.000 TON | 42.32000 2369.92| 83.49000 4675.44| 35.00000 1960.00 EROSION CONTROL STONE CLASS A1 EC-1 | | | 0600 09150 147.000 TON | 75.55000 11105.85| 93.38000 13726.86| 49.50000 7276.50 EROSION CONTROL STONE CLASS I, EC-1 | | | 0610 09152 125.000 TON | 96.21000 12026.25| 100.70000 12587.50| 40.50000 5062.50 EROSION CONTROL STONE CLASS II, EC-1 | | | 0620 09215 48.000 SY | 129.50000 6216.00| 80.74000 3875.52| 112.00000 5376.00 PAVED DITCH PG-5 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -5 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 09250 4.000 EA | 1360.01000 5440.04| 1433.11000 5732.44| 570.00000 2280.00 SLOPE DRAIN | | | 0640 10017 14634.000 TON | 36.26000 530628.84| 43.03000 629701.02| 25.00000 365850.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0650 10041 260.000 TON | 0.93000 241.80| 45.64000 11866.40| 57.50000 14950.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0660 10103 275.000 TON | 37.25000 10243.75| 23.62000 6495.50| 28.35000 7796.25 AGGR. MATL. NO. 25 OR 26 | | | 0670 10123 4116.000 TON | 27.03000 111255.48| 24.59000 101212.44| 19.00000 78204.00 AGGR. BASE MATL. TY. I NO. 21A | | | 0680 10128 1749.000 TON | 30.40000 53169.60| 24.64000 43095.36| 20.00000 34980.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0690 10250 184.000 TON | 28.27000 5201.68| 28.94000 5324.96| 30.65000 5639.60 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0700 10250 677.000 TON | 29.30000 19836.10| 30.54000 20675.58| 35.00000 23695.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 57 | | | 0710 10250 101.000 TON | 32.16000 3248.16| 30.18000 3048.18| 30.00000 3030.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 8 | | | 0720 10416 7076.000 GAL | 0.10000 707.60| 5.24000 37078.24| 5.00000 35380.00 LIQUID ASPHALT | | | 0730 10630 2938.000 SY | 6.26000 18391.88| 2.16000 6346.08| 6.70000 19684.60 FLEXIBLE PAVEMENT PLANING | | | 0740 10635 3381.000 TON | 76.19000 257598.39| 77.78000 262974.18| 80.50000 272170.50 ASPHALT CONCRETE TY. SM-9.5A | | | 0750 10636 1113.000 TON | 70.12000 78043.56| 71.59000 79679.67| 74.00000 82362.00 ASPHALT CONCRETE TY. SM-9.5D | | | 0760 10642 13981.000 TON | 63.05000 881502.05| 64.36000 899817.16| 66.50000 929736.50 ASPHALT CONCRETE TY. BM-25.0A | | | 0770 11070 794.000 LF | 1.90000 1508.60| 2.21000 1754.74| 1.10000 873.40 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 2" | | | 0780 11070 94.000 LF | 2.67000 250.98| 2.92000 274.48| 1.60000 150.40 NS SAW-CUT ASPH CONC SAW-CUT ASPH CONC | | | 3" | | | 0790 12020 7040.000 LF | 10.30000 72512.00| 14.33000 100883.20| 18.00000 126720.00 STD. CURB CG-2 | | | 0800 12022 499.000 LF | 14.72000 7345.28| 14.85000 7410.15| 19.20000 9580.80 RADIAL CURB CG-2 | | | 0810 12030 2826.000 LF | 12.39000 35014.14| 14.85000 41966.10| 18.30000 51715.80 STD. CURB CG-3 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -6 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 12032 115.000 LF | 12.39000 1424.85| 15.38000 1768.70| 19.60000 2254.00 RADIAL CURB CG-3 | | | 0830 12600 2510.000 LF | 15.52000 38955.20| 14.30000 35893.00| 20.85000 52333.50 STD. COMB. CURB & GUTTER CG-6 | | | 0840 12610 978.000 LF | 14.47000 14151.66| 15.33000 14992.74| 22.40000 21907.20 RADIAL COMB. CURB & GUTTER CG-6 | | | 0850 12940 104.000 SY | 55.40000 5761.60| 56.37000 5862.48| 112.00000 11648.00 ENTRANCE GUTTER CG-9D | | | 0860 13108 40.000 SY | 262.76000 10510.40| 136.12000 5444.80| 450.00000 18000.00 CG-12 DETECTABLE WARNING SURFACE | | | 0870 13215 7.000 EA | 263.22000 1842.54| 110.09000 770.63| 145.00000 1015.00 MAILBOX POST, SINGLE | | | 0880 13220 1384.000 SY | 40.37000 55872.08| 36.68000 50765.12| 45.85000 63456.40 HYDRAULIC CEMENT CONC. SIDEWALK 4" | | | 0890 13222 12.000 SY | 53.52000 642.24| 70.77000 849.24| 133.00000 1596.00 HYDRAULIC CEMENT CONC. SIDEWALK 7" | | | 0900 13232 1231.000 SY | 2.62000 3225.22| 2.90000 3569.90| 2.60000 3200.60 GEOTEXTILE DRAINAGE FABRIC | | | 0910 13400 2279.000 LF | 19.41000 44235.39| 20.60000 46947.40| 21.30000 48542.70 NS GUARDRAIL GUARDRAIL GR-2 WEATHERING | | | STEEL | | | 0920 13400 190.000 LF | 22.23000 4223.70| 23.69000 4501.10| 24.50000 4655.00 NS GUARDRAIL GUARDRAIL RAD. GR-2 | | | WEATHERING STEEL | | | 0930 13400 25.000 LF | 87.37000 2184.25| 66.95000 1673.75| 85.30000 2132.50 NS GUARDRAIL GUARDRAIL TERM. | | | GR-6(NCHRP350) WEATHERINGSTEEL | | | 0940 13401 9.000 EA | 2651.67000 23865.03| 2575.00000 23175.00| 2665.00000 23985.00 NS GUARDRAIL GUARDRAIL ALT. | | | BREAKAWAYGR-9 WEATHERING STEEL | | | 0950 13401 2.000 EA | 1200.66000 2401.32| 824.00000 1648.00| 535.00000 1070.00 NS GUARDRAIL GUARDRAIL GR-FOA-1 TY. II | | | WEATHERING STEEL | | | 0960 13401 6.000 EA | 1992.59000 11955.54| 2060.00000 12360.00| 2240.00000 13440.00 NS GUARDRAIL GUARDRAIL GR-FOA-1 TY.1 | | | WEATHERING STEEL | | | 0970 13605 4.000 EA | 8925.17000 35700.68| 2344.72000 9378.88| 8530.00000 34120.00 IMPACT ATTEN. SER. TY. 1A (TL-2, 45 MPH | | | MAX) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -7 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 21110 659.000 SY | 94.89000 62532.51| 71.18000 46907.62| 100.00000 65900.00 MEDIAN STRIP MS-1A | | | 0990 21215 1082.000 LF | 32.18000 34818.76| 31.35000 33920.70| 35.00000 37870.00 MEDIAN STRIP MS-2 | | | 1000 22501 945.000 LF | 4.09000 3865.05| 4.12000 3893.40| 4.50000 4252.50 FENCE FE-W1 | | | 1010 22541 2.000 EA | 153.28000 306.56| 154.50000 309.00| 160.00000 320.00 LINE BRACE UNIT FE-W1,FE-W2 | | | 1020 22581 3.000 EA | 153.28000 459.84| 154.50000 463.50| 160.00000 480.00 CORNER BRACE UNIT FE-W1,FE-W2 | | | 1030 23560 438.000 LF | 2.38000 1042.44| 1.79000 784.02| 4.00000 1752.00 TEMP. SAFETY FENCE 4' | | | 1040 24100 540.000 HR | 60.40000 32616.00| 46.81000 25277.40| 30.00000 16200.00 ALLAYING DUST | | | 1050 24150 2.000 EA | 319.83000 639.66| 353.25000 706.50| 160.00000 320.00 TYPE III BARRICADE 4' | | | 1060 24152 34.000 EA | 483.32000 16432.88| 428.22000 14559.48| 245.00000 8330.00 TYPE III BARRICADE 8' | | | 1070 24160 1016.000 SF | 54.45000 55321.20| 23.66000 24038.56| 20.00000 20320.00 CONSTRUCTION SIGNS | | | 1080 24278 100080.000 DAY | 0.31000 31024.80| 0.40000 40032.00| 0.50000 50040.00 GROUP 2 CHANNELIZING DEVICES | | | 1090 24279 6000.000 HR | 6.47000 38820.00| 5.50000 33000.00| 4.00000 24000.00 PORTABLE CHANGEABLE MESSAGE SIGN | | | 1100 24282 1920.000 HR | 28.78000 55257.60| 18.99000 36460.80| 15.00000 28800.00 FLAGGER SERVICE | | | 1110 24287 1440.000 DAY | 0.38000 547.20| 0.49000 705.60| 0.50000 720.00 WARNING LIGHT TY. A | | | 1120 24296 154.000 LF | 8.50000 1309.00| 82.40000 12689.60| 48.00000 7392.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | 1130 24297 347.000 LF | 7.55000 2619.85| 20.23000 7019.81| 33.00000 11451.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 1140 24400 44.000 UNIT| 79.79000 3510.76| 149.38000 6572.72| 650.00000 28600.00 OBSCURING ROADWAY | | | 1150 24430 11893.000 SY | 2.04000 24261.72| 3.36000 39960.48| 2.20000 26164.60 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 1160 24501 751.000 LF | 1.53000 1149.03| 3.09000 2320.59| 1.50000 1126.50 NS REMOVE EXIST. REMOVE EXIST. GUARDRAI | | | 1170 24702 4.000 EA | 258.54000 1034.16| 231.25000 925.00| 150.00000 600.00 NS REMOVE EXIST. REMOVE EXIST | | | SIGNS(D702,D703,D701 & D700) | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -8 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 25000 14.000 LF | 76.64000 1072.96| 154.50000 2163.00| 180.00000 2520.00 HANDRAIL HR-1 | | | 1190 25505 30.000 MO | 1241.45000 37243.50| 1701.12000 51033.60| 2200.00000 66000.00 FIELD OFFICE TY.I | | | 1200 25561 12.000 DAY | 2542.60000 30511.20| 3780.08000 45360.96| 4250.00000 51000.00 FORMAL PARTNERING | | | 1210 26127 450.000 TON | 58.05000 26122.50| 59.37000 26716.50| 41.50000 18675.00 DRY RIPRAP CL.I 26" | | | 1220 27030 380.000 CY | 77.84000 29579.20| 59.70000 22686.00| 63.00000 23940.00 NS TOPSOIL TOPSOIL BIORETENSION SOIL | | | MIXTURE | | | 1230 27102 4048.000 LB | 9.71000 39306.08| 9.46000 38294.08| 10.50000 42504.00 REGULAR SEED | | | 1240 27103 2530.000 LB | 3.07000 7767.10| 4.02000 10170.60| 3.50000 8855.00 OVERSEEDING | | | 1250 27215 7.000 TON | 1430.57000 10013.99| 1582.42000 11076.94| 1550.00000 10850.00 FERTILIZER(15-30-15) | | | 1260 27250 44.000 TON | 153.28000 6744.32| 215.50000 9482.00| 165.00000 7260.00 LIME | | | 1270 27284 9376.000 SY | 0.51000 4781.76| 0.41000 3844.16| 0.60000 5625.60 EROSION CONTROL MULCH | | | 1280 27321 1052.000 SY | 1.89000 1988.28| 2.32000 2440.64| 2.00000 2104.00 PROTECTIVE COVERING EC-2 | | | 1290 27325 220.000 SY | 5.88000 1293.60| 6.31000 1388.20| 6.40000 1408.00 SOIL STABILIZATION MAT EC-3 TYPE A | | | 1300 27326 115.000 SY | 6.13000 704.95| 6.31000 725.65| 6.65000 764.75 SOIL STABILIZATION MAT EC-3 TYPE B | | | 1310 27337 186.000 SY | 68.16000 12677.76| 47.02000 8745.72| 25.00000 4650.00 TEMP. DIVERSION CHANNEL LINING CL. B | | | 1320 27340 123.000 CY | 17.60000 2164.80| 11.12000 1367.76| 15.00000 1845.00 TEMP. DIVERSION CHANNEL EXCAVATION | | | 1330 27410 5.000 EA | 209.39000 1046.95| 1472.26000 7361.30| 210.00000 1050.00 CHECK DAM, ROCK TY. I | | | 1340 27415 34.000 EA | 209.39000 7119.26| 261.44000 8888.96| 200.00000 6800.00 CHECK DAM(ROCK) TY. II | | | 1350 27422 5.000 EA | 244.27000 1221.35| 1553.98000 7769.90| 1500.00000 7500.00 DEWATERING BASIN | | | 1360 27430 6203.000 CY | 9.86000 61161.58| 10.58000 65627.74| 1.00000 6203.00 SILTATION CONTROL EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -9 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 27450 20.000 EA | 227.56000 4551.20| 236.97000 4739.40| 160.00000 3200.00 DROP INLET SILT TRAP, TYPE A | | | 1380 27460 80.000 EA | 227.56000 18204.80| 264.75000 21180.00| 145.00000 11600.00 DROP INLET SILT TRAP, TYPE B | | | 1390 27505 9411.000 LF | 1.26000 11857.86| 2.37000 22304.07| 4.00000 37644.00 TEMP. SILT FENCE | | | 1400 27506 15230.000 LF | 3.12000 47517.60| 2.32000 35333.60| 3.50000 53305.00 TEMP. FILTER BARRIER | | | 1410 27545 13352.000 CY | 6.16000 82248.32| 2.02000 26971.04| 6.00000 80112.00 STORM WATER MANAGEMENT BASIN EXCAVATION | | | 1420 27550 14.000 LF | 1002.09000 14029.26| 1225.27000 17153.78| 900.00000 12600.00 STORM WATER MANAGEMENT DRAINAGE STR. | | | SWM-1 | | | 1430 27580 881.000 CY | 9.43000 8307.83| 8.94000 7876.14| 6.50000 5726.50 TEMP. SEDIMENT BASIN EXCAVATION | | | 1440 28805 196.000 UNIT| 6.64000 1301.44| 51.50000 10094.00| 45.00000 8820.00 BED PREPARATION | | | 1450 28820 57.000 UNIT| 51.09000 2912.13| 231.75000 13209.75| 210.00000 11970.00 WATERING | | | 1460 28864 5.000 UNIT| 1532.76000 7663.80| 2575.00000 12875.00| 4150.00000 20750.00 VEGETATION CONTROL | | | 1470 30767 8.000 EA | 178.82000 1430.56| 221.45000 1771.60| 230.00000 1840.00 NORTHERN RED OAK 2.0" CAL. | | | 1480 30887 15.000 EA | 178.82000 2682.30| 185.40000 2781.00| 190.00000 2850.00 COMMON BALD CYPRESS 2.0" CAL. | | | 1490 32103 10.000 EA | 153.28000 1532.80| 198.79000 1987.90| 230.00000 2300.00 AMERICAN HOLLY 6' | | | 1500 32133 16.000 EA | 102.18000 1634.88| 175.10000 2801.60| 195.00000 3120.00 EASTERN REDCEDAR 6' | | | 1510 33495 31.000 EA | 45.98000 1425.38| 47.90000 1484.90| 55.00000 1705.00 WITCH HAZEL 4' | | | 1520 38900 1074.000 EA | 6.13000 6583.62| 5.77000 6196.98| 3.00000 3222.00 NS PLANT OR TREE PLANT OR TREE | | | DAYLILIES SP5 | | | 1530 38900 174.000 EA | 18.39000 3199.86| 37.60000 6542.40| 16.50000 2871.00 NS PLANT OR TREE PLANT OR TREE WINTER | | | BERRY 18" | | | 1540 39001 11.000 EA | 86.86000 955.46| 272.95000 3002.45| 235.00000 2585.00 NS TREE TREE AMERICAN YELLOWOOD 1.5" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -10 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1550 39001 3.000 EA | 61.31000 183.93| 118.45000 355.35| 75.00000 225.00 NS TREE TREE LONDON PLANE TREE 1" | | | CAL. | | | 1560 39001 194.000 EA | 25.55000 4956.70| 32.45000 6295.30| 49.00000 9506.00 NS TREE TREE RED MAPLE .5" | | | 1570 39001 193.000 EA | 25.55000 4931.15| 25.75000 4969.75| 38.00000 7334.00 NS TREE TREE RED OAK 0.5" | | | 1580 39001 2.000 EA | 61.31000 122.62| 195.70000 391.40| 83.00000 166.00 NS TREE TREE RED OAK 1" CAL. | | | 1590 39001 154.000 EA | 18.39000 2832.06| 27.81000 4282.74| 17.80000 2741.20 NS TREE TREE RED TWIG DOGWOOD 24" | | | 1600 39001 22.000 EA | 102.18000 2247.96| 190.55000 4192.10| 160.00000 3520.00 NS TREE TREE SEEDLESS SWEETGUM 1. | | | 5"-2" | | | 1610 39001 13.000 EA | 61.31000 797.03| 144.20000 1874.60| 135.00000 1755.00 NS TREE TREE SWEET GUM 1" CAL. | | | 1620 39001 8.000 EA | 86.86000 694.88| 115.36000 922.88| 135.00000 1080.00 NS TREE TREE WHITE FRINGE TREE 5' | | | 1630 39002 258.000 EA | 20.44000 5273.52| 24.31000 6271.98| 27.00000 6966.00 NS SHRUB SHRUB BUSH CINQUFOIL "GOLD | | | DROP" 18" | | | 1640 39002 39.000 EA | 4.09000 159.51| 7.78000 303.42| 6.65000 259.35 NS SHRUB SHRUB CARDINAL FLOWER 2"X6" | | | TUBLING | | | 1650 39002 51.000 EA | 30.66000 1563.66| 22.66000 1155.66| 29.00000 1479.00 NS SHRUB SHRUB HERSHEY RED AZALEA 24" | | | 1660 39002 88.000 EA | 4.09000 359.92| 8.24000 725.12| 6.50000 572.00 NS SHRUB SHRUB INDIAN OATS 2" X 6" | | | TUBLING | | | 1670 39002 239.000 EA | 6.13000 1465.07| 8.76000 2093.64| 14.50000 3465.50 NS SHRUB SHRUB JOE PYE WEED NO.1 | | | CONT. | | | 1680 39002 60.000 EA | 20.44000 1226.40| 23.69000 1421.40| 28.00000 1680.00 NS SHRUB SHRUB NORTHERN BAYBERRY | | | 24"-30" | | | 1690 39002 82.000 EA | 20.44000 1676.08| 18.54000 1520.28| 24.50000 2009.00 NS SHRUB SHRUB SEA GREEN JUNIPER 24" | | | 1700 39002 125.000 EA | 6.13000 766.25| 6.39000 798.75| 17.75000 2218.75 NS SHRUB SHRUB SWAMP ROSE MALLOW NO | | | 1 CONT. | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -11 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1710 39002 336.000 EA | 20.44000 6867.84| 14.06000 4724.16| 17.25000 5796.00 NS SHRUB SHRUB SWEET PEPPER BUSH 18" | | | 1720 39002 60.000 EA | 6.13000 367.80| 7.83000 469.80| 8.30000 498.00 NS SHRUB SHRUB SWITCH GRASS | | | (QUART. CONT.) | | | 1730 39002 834.000 EA | 4.09000 3411.06| 5.15000 4295.10| 6.00000 5004.00 NS SHRUB SHRUB TUSSOCK SEDGE 2" X 6" | | | TUBLING | | | 1740 39004 51.000 LB | 44.96000 2292.96| 45.32000 2311.32| 49.00000 2499.00 NS SEED MIXTURE SEED MIXTURE SWM BASIN | | | SEEDING | | | 1750 39005 246.000 CY | 40.87000 10054.02| 48.93000 12036.78| 50.00000 12300.00 NS ORGANIC BACKFILL ORGANIC BACKFILL | | | MULCH | | | 1760 40003 165.000 LF | 23.16000 3821.40| 23.09000 3809.85| 29.00000 4785.00 1" WATER SERVICE LINE | | | 1770 40061 36.000 LF | 83.85000 3018.60| 114.33000 4115.88| 85.00000 3060.00 6" DI WATER MAIN | | | 1780 40081 193.000 LF | 51.41000 9922.13| 71.87000 13870.91| 85.00000 16405.00 8" DI WATER MAIN | | | 1790 40121 58.000 LF | 111.16000 6447.28| 211.09000 12243.22| 130.00000 7540.00 12" DI WATER MAIN | | | 1800 40181 2242.000 LF | 122.46000 274555.32| 122.28000 274151.76| 133.00000 298186.00 18" DI WATER MAIN | | | 1810 40408 14.000 EA | 1533.75000 21472.50| 2123.61000 29730.54| 1130.00000 15820.00 18" BEND | | | 1820 40424 4.000 EA | 2546.14000 10184.56| 2619.70000 10478.80| 1650.00000 6600.00 18" BRANCH | | | 1830 40442 2.000 EA | 938.83000 1877.66| 975.58000 1951.16| 900.00000 1800.00 18" PLUG OR CAP | | | 1840 41006 1.000 EA | 1099.65000 1099.65| 931.31000 931.31| 750.00000 750.00 6" GATE VALVE & BOX | | | 1850 41008 1.000 EA | 1477.98000 1477.98| 1290.40000 1290.40| 1050.00000 1050.00 8" GATE VALVE & BOX | | | 1860 41012 1.000 EA | 2459.22000 2459.22| 2177.63000 2177.63| 1930.00000 1930.00 12" GATE VALVE & BOX | | | 1870 41020 7.000 EA | 3388.41000 23718.87| 8504.19000 59529.33| 7600.00000 53200.00 18" GATE VALVE & BOX | | | 1880 41413 1.000 EA | 8808.07000 8808.07| 7580.10000 7580.10| 6300.00000 6300.00 12"X12" TAPPING SLEEVE VALVE & BOX | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -12 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 41840 1.000 EA | 2590.68000 2590.68| 5156.72000 5156.72| 2050.00000 2050.00 2" AIR RELEASE VALVE & BOX | | | 1900 41850 1.000 EA | 1154.47000 1154.47| 451.32000 451.32| 560.00000 560.00 ADJUST EXIST. AIR RELEASE VALVE BOX | | | 1910 41967 1.000 EA | 683.41000 683.41| 765.82000 765.82| 900.00000 900.00 5/8" WATER METER BOX & YOKE | | | 1920 42082 298.000 LF | 88.60000 26402.80| 79.37000 23652.26| 192.00000 57216.00 8" DI SANITARY SEWER PIPE | | | 1930 42362 258.000 LF | 320.04000 82570.32| 258.13000 66597.54| 327.00000 84366.00 36" DI SANITARY SEWER PIPE | | | 1940 42516 4.000 EA | 2648.09000 10592.36| 0.01000 0.04| 2285.00000 9140.00 36" PLUG OR CAP FORCE MAIN | | | 1950 42755 97.000 LF | 585.93000 56835.21| 492.16000 47739.52| 520.00000 50440.00 SANITARY SEWER MANHOLE | | | 1960 42764 6.000 EA | 471.86000 2831.16| 704.46000 4226.76| 385.00000 2310.00 MANHOLE FRAME & COVER F&C-1 | | | 1970 45004 429.000 LF | 26.50000 11368.50| 72.18000 30965.22| 53.00000 22737.00 4" GAS MAIN | | | 1980 45120 139.000 LF | 15.14000 2104.46| 66.84000 9290.76| 27.00000 3753.00 NS GAS MAIN GAS MAIN 1" GAS MAIN PE | | | 1990 45120 1893.000 LF | 17.99000 34055.07| 71.98000 136258.14| 32.00000 60576.00 NS GAS MAIN GAS MAIN 2" GAS MAIN PE | | | 2000 45582 106.000 LF | 181.25000 19212.50| 146.17000 15494.02| 230.00000 24380.00 24" STEEL ENCASE. PIPE | | | 2010 45604 68.000 LF | 632.01000 42976.68| 702.47000 47767.96| 560.00000 38080.00 36" JACKED STEEL ENCASEMENT PIPE | | | 2020 49000 329.000 LF | 31.98000 10521.42| 25.24000 8303.96| 30.00000 9870.00 NS SANITARY SEWER SANITARY SEWER 2 1/2" | | | SANITARY SEWER FORCE MAIN | | | 2030 49010 41.000 LF | 91.97000 3770.77| 306.32000 12559.12| 120.00000 4920.00 NS UTILITIES UTILITIES 6" STEEL ENCASE. | | | PIPE | | | 2040 49010 41.000 LF | 102.18000 4189.38| 306.32000 12559.12| 130.00000 5330.00 NS UTILITIES UTILITIES 8" STEEL ENCASE. | | | PIPE | | | 2050 49012 2.000 EA | 613.11000 1226.22| 774.14000 1548.28| 1600.00000 3200.00 NS UTILITIES UTILITIES 2" GAS (PE) | | | VALVE & BOX | | | 2060 50108 625.000 SF | 19.52000 12200.00| 16.48000 10300.00| 17.00000 10625.00 SIGN PANEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -13 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2070 50900 235.000 LF | 42.20000 9917.00| 41.20000 9682.00| 42.50000 9987.50 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST, | | | ST'D. STP-1, 2 1/2" | | | 2080 50900 175.000 LF | 41.79000 7313.25| 28.84000 5047.00| 30.00000 5250.00 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST, | | | ST'D. STP-1, 2 3/16" | | | 2090 50900 375.000 LF | 25.34000 9502.50| 22.66000 8497.50| 23.50000 8812.50 NS TRAFFIC SIGN TRAFFIC SIGN SIGN POST, | | | ST'D. STP-1, 2" | | | 2100 50902 58.000 EA | 136.93000 7941.94| 92.70000 5376.60| 96.00000 5568.00 NS TRAFFIC SIGN TRAFFIC SIGN CONCRETE | | | FOUND. (STP-1) | | | 2110 51184 59.000 EA | 204.37000 12057.83| 206.00000 12154.00| 250.00000 14750.00 TRAFFIC SIGNAL HEAD SECTION 12" LED | | | 2120 51208 2.000 EA | 817.47000 1634.94| 824.00000 1648.00| 580.00000 1160.00 PEDESTAL POLE PF-2 8' | | | 2130 51240 2.000 EA | 510.92000 1021.84| 515.00000 1030.00| 575.00000 1150.00 CONCRETE FOUNDATION PF-2 | | | 2140 51245 2.000 EA | 1021.84000 2043.68| 1030.00000 2060.00| 1680.00000 3360.00 CONCRETE FOUND. CF-1 | | | 2150 51250 72.000 CY | 306.55000 22071.60| 309.00000 22248.00| 692.00000 49824.00 CONCRETE FOUND. PF-5 | | | 2160 51425 2.000 EA | 3985.17000 7970.34| 4017.00000 8034.00| 2985.00000 5970.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 40' | | | 2170 51425 3.000 EA | 4291.72000 12875.16| 4326.00000 12978.00| 3950.00000 11850.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 50' | | | 2180 51425 1.000 EA | 5722.29000 5722.29| 5768.00000 5768.00| 5450.00000 5450.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 60' | | | 2190 51425 1.000 EA | 6846.32000 6846.32| 6901.00000 6901.00| 6670.00000 6670.00 NS SIGNAL POLE SIGNAL POLE MAST ARM 70' | | | 2200 51425 8.000 EA | 10320.57000 82564.56| 10403.00000 83224.00| 8800.00000 70400.00 NS SIGNAL POLE SIGNAL POLE MAST ARM | | | POLE, TYPE III | | | 2210 51598 53.000 LF | 2.04000 108.12| 2.06000 109.18| 2.65000 140.45 8/3 CONDUCTOR CABLE | | | 2220 51601 1741.000 LF | 0.51000 887.91| 0.52000 905.32| 1.88000 3273.08 14/3 CONDUCTOR CABLE | | | 2230 51602 4308.000 LF | 0.51000 2197.08| 0.52000 2240.16| 1.97000 8486.76 14/4 CONDUCTOR CABLE | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -14 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2240 51607 309.000 LF | 0.77000 237.93| 0.77000 237.93| 2.35000 726.15 14/7 CONDUCTOR CABLE | | | 2250 51614 1623.000 LF | 0.51000 827.73| 0.52000 843.96| 1.81000 2937.63 NS CONDUCTOR CABLE CONDUCTOR CABLE 16/3 | | | CONDUCTOR CABLE | | | 2260 51800 8.000 EA | 102.18000 817.44| 103.00000 824.00| 202.50000 1620.00 PEDESTRIAN PUSHBUTTON | | | 2270 51830 19.000 EA | 178.82000 3397.58| 180.25000 3424.75| 215.00000 4085.00 HANGER ASSEMBLY SM-3, ONE WAY | | | 2280 51834 2.000 EA | 163.50000 327.00| 164.80000 329.60| 190.00000 380.00 HANGER ASSEMBLY SMB-2, ONE WAY | | | 2290 51838 8.000 EA | 122.62000 980.96| 123.60000 988.80| 138.50000 1108.00 HANGER ASSEMBLY SMB-3, ONE WAY | | | 2300 52001 50.000 LF | 5.11000 255.50| 5.15000 257.50| 6.75000 337.50 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA CABLE | | | 2310 52001 50.000 LF | 5.11000 255.50| 5.15000 257.50| 21.30000 1065.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION ANTENNA MAST | | | 2320 52001 1623.000 LF | 1.02000 1655.46| 1.03000 1671.69| 3.10000 5031.30 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION COAXIAL CABLE | | | 2330 52001 1570.000 LF | 2.04000 3202.80| 2.06000 3234.20| 1.70000 2669.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION | | | DETECTOR CABLE | | | 2340 52002 8.000 EA | 894.11000 7152.88| 901.25000 7210.00| 895.00000 7160.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION 12' LUMINAIRE ARM | | | 2350 52002 7.000 EA | 3269.88000 22889.16| 3296.00000 23072.00| 2400.00000 16800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CAMERA | | | 2360 52002 2.000 EA | 11751.14000 23502.28| 11845.00000 23690.00| 11725.00000 23450.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION CONTROLLER (TYPE 1) | | | 2370 52002 2.000 EA | 7663.79000 15327.58| 7725.00000 15450.00| 10550.00000 21100.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION EMERGENCY PREEMPTION, | | | 4-WAY | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -15 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2380 52002 1.000 EA | 510.92000 510.92| 515.00000 515.00| 825.00000 825.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-3C | | | 2390 52002 1.000 EA | 817.47000 817.47| 824.00000 824.00| 1055.00000 1055.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-5C | | | 2400 52002 9.000 EA | 613.10000 5517.90| 618.00000 5562.00| 825.00000 7425.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-S2 | | | 2410 52002 3.000 EA | 919.65000 2758.95| 927.00000 2781.00| 1055.00000 3165.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION JUNCTION BOX JB-S3 | | | 2420 52002 1.000 EA | 5109.19000 5109.19| 5150.00000 5150.00| 4650.00000 4650.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION MASTER CONTROLLER | | | (TYPE 1) | | | 2430 52002 1.000 EA | 4598.27000 4598.27| 4635.00000 4635.00| 5060.00000 5060.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION SPREAD -SPECTRUM RADIO | | | TRANSCEIVER | | | 2440 52002 2.000 EA | 3065.52000 6131.04| 3090.00000 6180.00| 3625.00000 7250.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY | | | 2450 52002 8.000 EA | 510.92000 4087.36| 515.00000 4120.00| 225.00000 1800.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION UNINTERRUPTIBLE POWER | | | SUPPLY BATTERY(S) | | | 2460 52002 2.000 EA | 14203.56000 28407.12| 14317.00000 28634.00| 14200.00000 28400.00 NS TRAFFIC SIGNALIZATION TRAFFIC | | | SIGNALIZATION VIDEO DETECTION (6 | | | INPUTS) | | | 2470 52403 8.000 EA | 510.92000 4087.36| 515.00000 4120.00| 585.00000 4680.00 PEDESTRIAN SIGNAL HEAD SP-8 | | | 2480 52427 2.000 EA | 1021.84000 2043.68| 1030.00000 2060.00| 2050.00000 4100.00 ELECTRICAL SERVICE SE-4 TYPE B | | | 2490 54032 27035.000 LF | 0.40000 10814.00| 0.40000 10814.00| 0.55000 14869.25 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 2500 54034 15640.000 LF | 0.57000 8914.80| 0.58000 9071.20| 0.77000 12042.80 TYPE B CLASS I PAVE. LINE MARKING 6" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -16 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2510 54040 150.000 LF | 1.89000 283.50| 1.91000 286.50| 3.20000 480.00 TYPE B CLASS I PAVE. LINE MARKING 12" | | | 2520 54042 820.000 LF | 4.04000 3312.80| 4.07000 3337.40| 6.40000 5248.00 TYPE B CLASS I PAVE. LINE MARKING 24" | | | 2530 54079 1335.000 LF | 4.40000 5874.00| 4.44000 5927.40| 4.80000 6408.00 TYPE B CLASS VI PAVE. LINE MARK. 4", | | | CONTRAST | | | 2540 54100 1050.000 LF | 5.58000 5859.00| 5.62000 5901.00| 5.85000 6142.50 NS PAVEMENT MARKING PAVEMENT MARKING TY | | | B CL.VI PAVE.LINE MARK.6"CONT | | | 2550 54105 14550.000 LF | 0.47000 6838.50| 0.47000 6838.50| 0.55000 8002.50 ERADICATION OF EXIST. PAVEMENT MARKING | | | 2560 54240 216.000 EA | 7.82000 1689.12| 7.88000 1702.08| 5.35000 1155.60 TEMP. PAVE. MARKER 1 WAY | | | 2570 54250 44.000 EA | 85.83000 3776.52| 86.52000 3806.88| 96.00000 4224.00 PAVEMENT MESSAGE MARK. BICYCLE ARROW | | | 2580 54254 44.000 EA | 175.76000 7733.44| 177.16000 7795.04| 133.00000 5852.00 PAVEMENT MESSAGE MARK. BICYCLE LANE | | | SYMBOL | | | 2590 54300 37.000 EA | 73.57000 2722.09| 74.16000 2743.92| 70.00000 2590.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 2600 54310 6.000 EA | 94.01000 564.06| 94.76000 568.56| 140.00000 840.00 PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | DOUBLE | | | 2610 54401 2.000 EA | 618.21000 1236.42| 623.15000 1246.30| 530.00000 1060.00 PAVE. MESSAGE MARK. SCHOOL ZONE | | | 2620 54424 66.000 EA | 47.00000 3102.00| 47.38000 3127.08| 128.00000 8448.00 CONSTR. P.M. TY. D ELONG. ARROW | | | 2630 54425 2.000 EA | 59.27000 118.54| 59.74000 119.48| 215.00000 430.00 CONSTR. P.M. TY. D ELONG. ARROW DBL. | | | 2640 54510 3500.000 LF | 1.07000 3745.00| 1.08000 3780.00| 1.17000 4095.00 CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | 2650 54514 900.000 LF | 2.17000 1953.00| 2.18000 1962.00| 2.35000 2115.00 CONSTR.PAVE.MARK. (TY.D,CL.I)8" | | | 2660 54552 20855.000 LF | 0.33000 6882.15| 0.33000 6882.15| 0.35000 7299.25 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 2670 54564 850.000 LF | 2.15000 1827.50| 2.16000 1836.00| 3.20000 2720.00 CONSTR.PAVE.MARK. (TY.F,CL.II)24" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -17 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2680 56014 10.000 EA | 45.98000 459.80| 46.35000 463.50| 140.00000 1400.00 ELECT. SER. GRD. ELECTRODE(10') | | | 2690 56030 2640.000 LF | 2.04000 5385.60| 2.06000 5438.40| 2.40000 6336.00 2" CONDUIT | | | 2700 56034 250.000 LF | 3.07000 767.50| 3.09000 772.50| 4.50000 1125.00 3" CONDUIT | | | 2710 56050 400.000 LF | 15.33000 6132.00| 15.45000 6180.00| 23.50000 9400.00 BORED CONDUIT 2" | | | 2720 56051 200.000 LF | 20.44000 4088.00| 20.60000 4120.00| 26.65000 5330.00 BORED CONDUIT 3" | | | 2730 56200 1020.000 LF | 5.11000 5212.20| 5.15000 5253.00| 5.55000 5661.00 TRENCH EXCAVATION ECI-1 | | | 2740 56205 8.000 EA | 1021.84000 8174.72| 1030.00000 8240.00| 695.00000 5560.00 TEST BORE | | | 2750 60125 LUMP| 132838.98000 132838.98| 133900.00000 133900.00| 172000.00000 172000.00 NS BRIDGE BRIDGE PREFAB. PEDESTRIAN | | | TRUSS BR.-B613 | | | 2760 60404 847.000 CY | 817.47000 692397.09| 824.00000 697928.00| 695.00000 588665.00 CONCRETE CLASS A4 | | | 2770 60450 247.000 CY | 357.64000 88337.08| 360.50000 89043.50| 335.00000 82745.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 2780 60452 42620.000 LB | 0.77000 32817.40| 0.77000 32817.40| 0.84000 35800.80 REINF. STEEL BRIDGE APPR. SLAB | | | 2790 60490 2696.000 SY | 2.91000 7845.36| 2.94000 7926.24| 4.25000 11458.00 BRIDGE DECK GROOVING | | | 2800 61705 209640.000 LB | 1.07000 224314.80| 1.08000 226411.20| 1.04000 218025.60 EPOXY COATED REINF. STEEL | | | * | | | 2810 61812 676500.000 LS | 1311836.06000 1311836.06| 1322314.00000 1322314.00| 1520000.00000 1520000.00 STR.STEEL PLATE GIRDER ASTM A709 GRADE | | | 50W | | | 2820 62021 528.000 LF | 281.01000 148373.28| 283.25000 149556.00| 290.00000 153120.00 NS RAILING RAILING BR27C 3 RAIL | | | (MODIFIED) | | | 2830 62042 389.000 LF | 265.68000 103349.52| 267.80000 104174.20| 265.00000 103085.00 RAILING, BR27C 2 RAILS | | | 2840 62501 110.000 LF | 25.55000 2810.50| 25.75000 2832.50| 45.00000 4950.00 PREFORMED ELASTOMERIC JOINT SEALER 2" | | | 2850 62502 110.000 LF | 32.70000 3597.00| 32.96000 3625.60| 52.00000 5720.00 PREFORMED ELASTOMERIC JOINT SEALER 2 | | | 1/2" | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -18 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2860 62504 64.000 LF | 40.87000 2615.68| 41.20000 2636.80| 58.00000 3712.00 PREFORMED ELASTOMERIC JOINT SEALER 3 | | | 1/2" | | | 2870 64005 3783.000 TON | 28.61000 108231.63| 28.84000 109101.72| 22.50000 85117.50 SELECT MATL. TY. I MIN. CBR-30 | | | 2880 64011 2809.000 CY | 76.64000 215281.76| 77.25000 216995.25| 23.50000 66011.50 STRUCTURE EXCAVATION | | | 2890 64030 18.000 CY | 45.98000 827.64| 46.35000 834.30| 80.00000 1440.00 POROUS BACKFILL | | | 2900 64036 372.000 LF | 15.33000 5702.76| 15.45000 5747.40| 13.00000 4836.00 PIPE UNDERDRAIN 6" | | | 2910 64045 4260.000 SF | 28.61000 121878.60| 28.84000 122858.40| 65.00000 276900.00 TEMPORARY SHEET PILING | | | 2920 64102 2.000 EA | 3065.52000 6131.04| 3090.00000 6180.00| 5500.00000 11000.00 DYNAMIC PILE TEST (END BEARING PILES) | | | 2930 64110 2284.000 LF | 49.05000 112030.20| 49.44000 112920.96| 44.00000 100496.00 STEEL PILES 10" | | | 2940 64755 66.000 EA | 61.31000 4046.46| 61.80000 4078.80| 100.00000 6600.00 PILE POINT FOR 10" STEEL PILE | | | 2950 64759 140.000 LF | 76.64000 10729.60| 77.25000 10815.00| 60.00000 8400.00 DRIVING TEST FOR 10" STEEL PILE | | | 2960 65013 1055.000 CY | 587.56000 619875.80| 592.25000 624823.75| 525.00000 553875.00 CONCRETE CLASS A3 | | | 2970 65200 198064.000 LB | 0.82000 162412.48| 0.82000 162412.48| 0.85000 168354.40 REINF. STEEL | | | 2980 65205 17457.000 LB | 1.02000 17806.14| 1.03000 17980.71| 1.04000 18155.28 EPOXY COATED REINF. STEEL | | | 2990 65810 32.000 LF | 281.01000 8992.32| 283.25000 9064.00| 195.00000 6240.00 NS RAILING RAILING BR27C 3 RAIL | | | (MODIFIED) | | | 3000 65825 30.000 LF | 265.68000 7970.40| 267.80000 8034.00| 160.00000 4800.00 RAILING, BR27C 2 RAILS | | | 3010 66120 2.000 EA | 10218.39000 20436.78| 10300.00000 20600.00| 72500.00000 145000.00 COFFERDAM | | | 3020 66127 1619.000 TON | 49.05000 79411.95| 49.44000 80043.36| 45.00000 72855.00 DRY RIPRAP CL.I 26" | | | 3030 66740 1382.000 SY | 40.87000 56482.34| 41.20000 56938.40| 55.00000 76010.00 CONCRETE SLAB SLOPE PROTECTION 4" | | | 3040 66926 67.000 SY | 270.79000 18142.93| 272.95000 18287.65| 160.00000 10720.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE ELASTIC INCLUSION 1'-4"| | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 12/22/08 PAGE : B40 -19 TABULATION OF BIDS CALL ORDER : B40 CONTRACT ID : C00002530C02 COUNTIES : ALBEMARLE LETTING DATE : 12/05/08 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) F006 |( 2 ) G181 |( 3 ) D172 |FAULCONER CONSTRUCTION COMP |GENERAL EXCAVATION, INC. |DLB, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 3050 67088 389.000 LF | 99.12000 38557.68| 99.91000 38864.99| 90.00000 35010.00 PED. FENCE 8' | | | 3060 67900 LUMP| 238894.14000 238894.14| 231750.00000 231750.00| 110000.00000 110000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. NUMBER 6025 | | | 3070 67904 LUMP| 78426.09000 78426.09| 79052.50000 79052.50| 90000.00000 90000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS 4" GAS LINE SYSTEM B657 | | | 3080 67904 LUMP| 58449.15000 58449.15| 58916.00000 58916.00| 92500.00000 92500.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS ARCHITECTURAL | | | TREATMENT B612 | | | 3090 67904 LUMP| 3269.88000 3269.88| 3296.00000 3296.00| 40000.00000 40000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS ARCHITECTURAL | | | TREATMENT B613 | | | 3100 67904 LUMP| 29224.58000 29224.58| 29458.00000 29458.00| 28000.00000 28000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONC. SURFACE COLOR | | | COATING B612 | | | 3110 67904 LUMP| 1634.94000 1634.94| 1648.00000 1648.00| 11000.00000 11000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONC. SURFACE COLOR | | | COATING B613 | | | SECTION TOTALS | $ 11,782,035.81| $ 12,068,835.67| $ 12,848,533.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,782,035.81| $ 12,068,835.67| $ 12,848,533.10 ====================================================================================================================================