E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -1 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/31/08 COMPLETION DATE PROJECT(S) : 0624-079-148,B611 FED # BR-079-6(008) 0624-079-148, C501 FED # STP-079-6(007) CONTRACT DESCRIPTION: 0.279 MI. BRIDGE AND APPROACHES OVER CAT POINT CREEK SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 5,128,281.04 100.0000% 2 B303 BRYANT CONTRACTING, INC. $ 5,844,987.00 113.9756% 3 D005 R. R. DAWSON BRIDGE COMPANY, LLC $ 6,247,841.34 121.8311% 4 K006 KEY CONSTRUCTION COMPANY, INCORPORATED $ 6,760,259.31 131.8231% 5 T009 TIDEWATER SKANSKA, INC. $ 9,624,560.80 187.6762% ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) D005 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 285000.00000 285000.00| 320000.00000 320000.00| 317000.00000 317000.00 MOBILIZATION | | | 0020 00101 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| 100000.00000 100000.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 50000.00000 50000.00| 40000.00000 40000.00| 150000.00000 150000.00 CLEARING AND GRUBBING | | | 0040 00120 3445.000 CY | 10.50000 36172.50| 25.00000 86125.00| 22.05000 75962.25 REGULAR EXCAVATION | | | 0050 00140 6913.000 CY | 13.00000 89869.00| 20.00000 138260.00| 24.15000 166948.95 BORROW EXCAVATION | | | 0060 00200 2.000 EA | 1700.00000 3400.00| 1400.00000 2800.00| 1575.00000 3150.00 SETTLEMENT PLATE | | | 0070 00270 1100.000 TON | 26.00000 28600.00| 38.00000 41800.00| 26.25000 28875.00 SELECT MATL. TY. I MIN. CBR-30 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -2 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) D005 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00515 11890.000 SF | 9.20000 109388.00| 15.00000 178350.00| 1.00000 11890.00 TEMPORARY SHEET PILING | | | 0090 00525 28.000 CY | 590.00000 16520.00| 500.00000 14000.00| 1000.00000 28000.00 CONCRETE CLASS A3 MISC. | | | 0100 00540 152.000 LB | 1.02000 155.04| 3.00000 456.00| 1.00000 152.00 REINF. STEEL | | | 0110 01120 72.000 LF | 40.00000 2880.00| 45.00000 3240.00| 73.50000 5292.00 12" PIPE | | | 0120 01150 386.000 LF | 30.00000 11580.00| 50.00000 19300.00| 78.75000 30397.50 15" PIPE | | | 0130 07508 1.000 EA | 2900.00000 2900.00| 3100.00000 3100.00| 4725.00000 4725.00 DROP INLET DI-7 | | | 0140 08962 2.000 EA | 1800.00000 3600.00| 2650.00000 5300.00| 3675.00000 7350.00 DROP INLET DI-13 TY.1 | | | 0150 09150 6.000 TON | 80.00000 480.00| 90.00000 540.00| 210.00000 1260.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0160 09185 170.000 SY | 65.00000 11050.00| 50.00000 8500.00| 94.50000 16065.00 PAVED DITCH PG-2A | | | 0170 09250 4.000 EA | 320.00000 1280.00| 600.00000 2400.00| 945.00000 3780.00 SLOPE DRAIN | | | 0180 10041 17.000 TON | 73.00000 1241.00| 63.00000 1071.00| 63.00000 1071.00 COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0190 10128 2355.000 TON | 24.00000 56520.00| 25.00000 58875.00| 26.25000 61818.75 AGGR. BASE MATL. TY. I NO. 21B | | | 0200 10250 62.000 TON | 35.00000 2170.00| 35.00000 2170.00| 42.00000 2604.00 NS AGGR. MATERIAL AGGR. MATERIAL AGGR. | | | NO. 57 | | | 0210 10416 892.000 GAL | 4.60000 4103.20| 4.20000 3746.40| 4.20000 3746.40 LIQUID ASPHALT | | | 0220 10607 582.000 TON | 84.00000 48888.00| 88.00000 51216.00| 88.20000 51332.40 ASPHALT CONCRETE TY. SM-12.5A | | | 0230 10610 584.000 TON | 82.00000 47888.00| 84.00000 49056.00| 88.20000 51508.80 ASPHALT CONCRETE TY. IM-19.0A | | | 0240 12322 183.000 LF | 28.00000 5124.00| 26.00000 4758.00| 27.30000 4995.90 ASPHALT CONCRETE CURB TY. MC-3B | | | 0250 12505 7.000 TON | 440.00000 3080.00| 420.00000 2940.00| 441.00000 3087.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0260 13320 958.000 LF | 16.00000 15328.00| 16.80000 16094.40| 17.54000 16803.32 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -3 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) D005 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 13331 70.000 LF | 18.00000 1260.00| 18.50000 1295.00| 19.32000 1352.40 RAD. GUARDRAIL GR-2 | | | 0280 13345 3.000 EA | 2435.00000 7305.00| 2520.00000 7560.00| 2520.00000 7560.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0290 13383 4.000 EA | 1830.00000 7320.00| 1425.00000 5700.00| 2100.00000 8400.00 FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0300 13622 3.000 EA | 2800.00000 8400.00| 5500.00000 16500.00| 8400.00000 25200.00 IMPACT ATTENUATOR SERVICE TYPE II-11 | | | 0310 24100 200.000 HR | 32.00000 6400.00| 50.00000 10000.00| 10.50000 2100.00 ALLAYING DUST | | | 0320 24260 435.000 TON | 28.50000 12397.50| 25.00000 10875.00| 45.15000 19640.25 CR. RUN AGGR. NO. 25 OR 26 | | | 0330 24278 30000.000 DAY | 0.48000 14400.00| 0.50000 15000.00| 0.63000 18900.00 GROUP 2 CHANNELIZING DEVICES | | | 0340 24282 8000.000 HR | 8.00000 64000.00| 1.50000 12000.00| 0.01000 80.00 FLAGGER SERVICE | | | 0350 24400 14.000 UNIT| 310.00000 4340.00| 200.00000 2800.00| 210.00000 2940.00 OBSCURING ROADWAY | | | 0360 24430 3617.000 SY | 3.00000 10851.00| 3.00000 10851.00| 3.15000 11393.55 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 24601 678.000 LF | 2.00000 1356.00| 2.80000 1898.40| 3.15000 2135.70 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ..... | | | 0380 25506 24.000 MO | 2200.00000 52800.00| 1750.00000 42000.00| 1800.00000 43200.00 FIELD OFFICE TY.II | | | 0390 25560 2.000 DAY | 1900.00000 3800.00| 3500.00000 7000.00| 5000.00000 10000.00 PARTNERING | | | 0400 26117 144.000 TON | 70.00000 10080.00| 60.00000 8640.00| 89.25000 12852.00 DRY RIPRAP CL. AI | | | 0410 27030 334.000 CY | 18.00000 6012.00| 30.00000 10020.00| 73.50000 24549.00 NS TOPSOIL TOPSOIL SOIL MARSH MATERIAL | | | 0420 27102 638.000 LB | 16.00000 10208.00| 12.60000 8038.80| 15.75000 10048.50 REGULAR SEED | | | 0430 27103 200.000 LB | 10.00000 2000.00| 6.30000 1260.00| 1.05000 210.00 OVERSEEDING | | | 0440 27215 3.000 TON | 700.00000 2100.00| 840.00000 2520.00| 788.00000 2364.00 FERTILIZER(15-30-15) | | | 0450 27250 15.000 TON | 340.00000 5100.00| 160.00000 2400.00| 263.00000 3945.00 LIME | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -4 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) D005 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 27288 6.000 ACRE| 1900.00000 11400.00| 1260.00000 7560.00| 525.00000 3150.00 EROSION CONTROL MULCH | | | 0470 27321 800.000 SY | 2.00000 1600.00| 2.00000 1600.00| 5.25000 4200.00 PROTECTIVE COVERING EC-2 | | | 0480 27410 1.000 EA | 900.00000 900.00| 425.00000 425.00| 420.00000 420.00 CHECK DAM, ROCK TY. I | | | 0490 27415 10.000 EA | 250.00000 2500.00| 365.00000 3650.00| 263.00000 2630.00 CHECK DAM(ROCK) TY. II | | | 0500 27422 4.000 EA | 490.00000 1960.00| 850.00000 3400.00| 368.00000 1472.00 DEWATERING BASIN | | | 0510 27430 667.000 CY | 6.00000 4002.00| 15.00000 10005.00| 0.01000 6.67 SILTATION CONTROL EXCAVATION | | | 0520 27450 1.000 EA | 510.00000 510.00| 365.00000 365.00| 263.00000 263.00 DROP INLET SILT TRAP, TYPE A | | | 0530 27500 213.000 SY | 4.00000 852.00| 4.00000 852.00| 5.25000 1118.25 GEOTEXTILE FABRIC | | | 0540 27505 2225.000 LF | 3.00000 6675.00| 3.00000 6675.00| 5.25000 11681.25 TEMP. SILT FENCE | | | 0550 27506 500.000 LF | 2.90000 1450.00| 3.00000 1500.00| 5.25000 2625.00 TEMP. FILTER BARRIER | | | 0560 27510 1.000 EA | 9600.00000 9600.00| 14600.00000 14600.00| 9000.00000 9000.00 COFFERDAMS | | | 0570 27580 185.000 CY | 12.00000 2220.00| 15.00000 2775.00| 21.00000 3885.00 TEMP. SEDIMENT BASIN EXCAVATION | | | 0580 27600 2.000 EA | 1200.00000 2400.00| 1000.00000 2000.00| 1260.00000 2520.00 CLOSING WELL | | | 0590 28800 1038.000 CY | 10.80000 11210.40| 15.00000 15570.00| 36.75000 38146.50 WETLAND EXCAVATION | | | 0600 54049 6000.000 LF | 0.60000 3600.00| 0.50000 3000.00| 0.53000 3180.00 TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0610 54075 3300.000 LF | 2.60000 8580.00| 2.50000 8250.00| 2.47000 8151.00 TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0620 54105 2000.000 LF | 0.86000 1720.00| 0.80000 1600.00| 1.05000 2100.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0630 54550 3000.000 LF | 0.59000 1770.00| 0.55000 1650.00| 0.63000 1890.00 CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0640 60404 1093.000 CY | 670.00000 732310.00| 510.00000 557430.00| 760.00000 830680.00 CONCRETE CLASS A4 | | | 0650 60490 3622.000 SY | 5.20000 18834.40| 2.50000 9055.00| 3.00000 10866.00 BRIDGE DECK GROOVING | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -5 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) D005 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 61205 5.000 EA | 94800.00000 474000.00| 105000.00000 525000.00| 70000.00000 350000.00 NS PRE CONC BEAM BULB-T PRE CONC BEAM | | | BULB-T 45" DEPTH UHPC 80'-90' | | | 0670 61224 45.000 EA | 17400.00000 783000.00| 17500.00000 787500.00| 23000.00000 1035000.00 PREST.CONC.BEAM,BULB-T 45" DEPTH | | | +80'-90' | | | 0680 61705 190980.000 LB | 1.00000 190980.00| 1.10000 210078.00| 0.95000 181431.00 EPOXY COATED REINF. STEEL | | | * | | | 0690 62015 1632.000 LF | 132.00000 215424.00| 140.00000 228480.00| 145.00000 236640.00 RAILING, KANSAS CORRAL | | | 0700 62115 335.000 LF | 15.00000 5025.00| 70.00000 23450.00| 40.00000 13400.00 TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | PAR. | | | 0710 62534 7.000 SY | 240.00000 1680.00| 225.00000 1575.00| 350.00000 2450.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION | | | 1'-8" | | | 0720 62534 28.000 SY | 190.00000 5320.00| 140.00000 3920.00| 250.00000 7000.00 NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION 10" | | | 0730 64011 420.000 CY | 30.00000 12600.00| 40.00000 16800.00| 50.00000 21000.00 STRUCTURE EXCAVATION | | | 0740 64045 2900.000 SF | 11.00000 31900.00| 35.00000 101500.00| 35.00000 101500.00 TEMPORARY SHEET PILING | | | 0750 64100 6.000 EA | 3600.00000 21600.00| 3000.00000 18000.00| 4000.00000 24000.00 DYNAMIC PILE TEST | | | 0760 64412 3243.000 LF | 23.00000 74589.00| 26.00000 84318.00| 33.00000 107019.00 PRESTR. CONCRETE PILES 12" | | | 0770 64424 3769.000 LF | 96.00000 361824.00| 85.00000 320365.00| 100.00000 376900.00 PRESTR.CONCRETE PILES 24" | | | 0780 64808 124.000 LF | 55.00000 6820.00| 45.00000 5580.00| 150.00000 18600.00 DRIVING TEST FOR 12" PRESTR. CONC. PILE | | | 0790 64868 719.000 LF | 130.00000 93470.00| 140.00000 100660.00| 125.00000 89875.00 DRIVING TEST FOR 24" PRESTR. CONC. PILE | | | 0800 65013 515.000 CY | 660.00000 339900.00| 680.00000 350200.00| 850.00000 437750.00 CONCRETE CLASS A3 | | | 0810 65200 45500.000 LB | 0.83000 37765.00| 1.00000 45500.00| 0.75000 34125.00 REINF. STEEL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -6 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) B303 |( 3 ) D005 |ABERNATHY CONSTRUCTION CORP |BRYANT CONTRACTING, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 65205 8000.000 LB | 1.00000 8000.00| 1.10000 8800.00| 0.95000 7600.00 EPOXY COATED REINF. STEEL | | | 0830 65802 64.000 LF | 201.00000 12864.00| 140.00000 8960.00| 145.00000 9280.00 RAILING, KANSAS CORRAL | | | 0840 66127 1700.000 TON | 52.00000 88400.00| 60.00000 102000.00| 73.50000 124950.00 DRY RIPRAP CL.I 26" | | | 0850 67900 LUMP| 247000.00000 247000.00| 400000.00000 400000.00| 200000.00000 200000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. 6016 | | | 0860 67904 LUMP| 189000.00000 189000.00| 575000.00000 575000.00| 555000.00000 555000.00 NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONSTRUCTION ACCESS | | | 0870 69627 248.000 TON | 60.00000 14880.00| 60.00000 14880.00| 68.25000 16926.00 DRY RIPRAP CL. I | | | 0880 70000 LUMP| 600.00000 600.00| 1.00000 1.00| 1575.00000 1575.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004, D900 | | | 0890 70000 LUMP| 1100.00000 1100.00| 1.00000 1.00| 1575.00000 1575.00 NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004, D901 | | | 0900 70200 LUMP| 1100.00000 1100.00| 1.00000 1.00| 1575.00000 1575.00 NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 | | | SECTION TOTALS | $ 5,128,281.04| $ 5,844,987.00| $ 6,247,841.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,128,281.04| $ 5,844,987.00| $ 6,247,841.34 ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -7 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) K006 |( 5 ) T009 |( ) |KEY CONSTRUCTION COMPANY, I |TIDEWATER SKANSKA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ALL PROJECT ITEMS | | | 0010 00100 LUMP| 340000.00000 340000.00| 510000.00000 510000.00| MOBILIZATION | | | 0020 00101 LUMP| 50000.00000 50000.00| 27700.00000 27700.00| CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 746323.06000 746323.06| 40000.00000 40000.00| CLEARING AND GRUBBING | | | 0040 00120 3445.000 CY | 20.06000 69106.70| 22.00000 75790.00| REGULAR EXCAVATION | | | 0050 00140 6913.000 CY | 24.61000 170128.93| 25.00000 172825.00| BORROW EXCAVATION | | | 0060 00200 2.000 EA | 1132.56000 2265.12| 1600.00000 3200.00| SETTLEMENT PLATE | | | 0070 00270 1100.000 TON | 23.30000 25630.00| 27.00000 29700.00| SELECT MATL. TY. I MIN. CBR-30 | | | 0080 00515 11890.000 SF | 15.56000 185008.40| 11.00000 130790.00| TEMPORARY SHEET PILING | | | 0090 00525 28.000 CY | 619.36000 17342.08| 1300.00000 36400.00| CONCRETE CLASS A3 MISC. | | | 0100 00540 152.000 LB | 1.29000 196.08| 1.00000 152.00| REINF. STEEL | | | 0110 01120 72.000 LF | 34.79000 2504.88| 75.00000 5400.00| 12" PIPE | | | 0120 01150 386.000 LF | 51.38000 19832.68| 80.00000 30880.00| 15" PIPE | | | 0130 07508 1.000 EA | 2975.00000 2975.00| 4800.00000 4800.00| DROP INLET DI-7 | | | 0140 08962 2.000 EA | 2416.89000 4833.78| 3700.00000 7400.00| DROP INLET DI-13 TY.1 | | | 0150 09150 6.000 TON | 61.72000 370.32| 210.00000 1260.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0160 09185 170.000 SY | 61.71000 10490.70| 96.00000 16320.00| PAVED DITCH PG-2A | | | 0170 09250 4.000 EA | 490.15000 1960.60| 960.00000 3840.00| SLOPE DRAIN | | | 0180 10041 17.000 TON | 60.00000 1020.00| 64.00000 1088.00| COVER MATL. FINE AGGR. OR AGGR. NO. 10 | | | 0190 10128 2355.000 TON | 26.06000 61371.30| 27.00000 63585.00| AGGR. BASE MATL. TY. I NO. 21B | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -8 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) K006 |( 5 ) T009 |( ) |KEY CONSTRUCTION COMPANY, I |TIDEWATER SKANSKA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 10250 62.000 TON | 31.83000 1973.46| 43.00000 2666.00| NS AGGR. MATERIAL AGGR. MATERIAL AGGR. | | | NO. 57 | | | 0210 10416 892.000 GAL | 4.00000 3568.00| 4.25000 3791.00| LIQUID ASPHALT | | | 0220 10607 582.000 TON | 80.00000 46560.00| 90.00000 52380.00| ASPHALT CONCRETE TY. SM-12.5A | | | 0230 10610 584.000 TON | 80.00000 46720.00| 90.00000 52560.00| ASPHALT CONCRETE TY. IM-19.0A | | | 0240 12322 183.000 LF | 25.00000 4575.00| 28.00000 5124.00| ASPHALT CONCRETE CURB TY. MC-3B | | | 0250 12505 7.000 TON | 400.00000 2800.00| 450.00000 3150.00| ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0260 13320 958.000 LF | 15.00000 14370.00| 18.00000 17244.00| GUARDRAIL GR-2 | | | 0270 13331 70.000 LF | 20.00000 1400.00| 20.00000 1400.00| RAD. GUARDRAIL GR-2 | | | 0280 13345 3.000 EA | 1900.00000 5700.00| 2600.00000 7800.00| ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0290 13383 4.000 EA | 1600.00000 6400.00| 2100.00000 8400.00| FIXED OBJECT ATTACH. GR-FOA-1 TY. I | | | 0300 13622 3.000 EA | 4392.14000 13176.42| 8500.00000 25500.00| IMPACT ATTENUATOR SERVICE TYPE II-11 | | | 0310 24100 200.000 HR | 45.48000 9096.00| 11.00000 2200.00| ALLAYING DUST | | | 0320 24260 435.000 TON | 21.73000 9452.55| 46.00000 20010.00| CR. RUN AGGR. NO. 25 OR 26 | | | 0330 24278 30000.000 DAY | 0.10000 3000.00| 0.65000 19500.00| GROUP 2 CHANNELIZING DEVICES | | | 0340 24282 8000.000 HR | 1.00000 8000.00| 15.00000 120000.00| FLAGGER SERVICE | | | 0350 24400 14.000 UNIT| 161.56000 2261.84| 210.00000 2940.00| OBSCURING ROADWAY | | | 0360 24430 3617.000 SY | 6.95000 25138.15| 3.20000 11574.40| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0370 24601 678.000 LF | 2.50000 1695.00| 3.20000 2169.60| NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL ..... | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -9 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) K006 |( 5 ) T009 |( ) |KEY CONSTRUCTION COMPANY, I |TIDEWATER SKANSKA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 25506 24.000 MO | 1000.00000 24000.00| 3000.00000 72000.00| FIELD OFFICE TY.II | | | 0390 25560 2.000 DAY | 1000.00000 2000.00| 4400.00000 8800.00| PARTNERING | | | 0400 26117 144.000 TON | 81.70000 11764.80| 91.00000 13104.00| DRY RIPRAP CL. AI | | | 0410 27030 334.000 CY | 19.04000 6359.36| 75.00000 25050.00| NS TOPSOIL TOPSOIL SOIL MARSH MATERIAL | | | 0420 27102 638.000 LB | 13.20000 8421.60| 16.00000 10208.00| REGULAR SEED | | | 0430 27103 200.000 LB | 7.71000 1542.00| 1.05000 210.00| OVERSEEDING | | | 0440 27215 3.000 TON | 502.26000 1506.78| 800.00000 2400.00| FERTILIZER(15-30-15) | | | 0450 27250 15.000 TON | 327.98000 4919.70| 270.00000 4050.00| LIME | | | 0460 27288 6.000 ACRE| 1042.38000 6254.28| 530.00000 3180.00| EROSION CONTROL MULCH | | | 0470 27321 800.000 SY | 3.61000 2888.00| 5.00000 4000.00| PROTECTIVE COVERING EC-2 | | | 0480 27410 1.000 EA | 424.80000 424.80| 430.00000 430.00| CHECK DAM, ROCK TY. I | | | 0490 27415 10.000 EA | 183.01000 1830.10| 270.00000 2700.00| CHECK DAM(ROCK) TY. II | | | 0500 27422 4.000 EA | 2160.20000 8640.80| 370.00000 1480.00| DEWATERING BASIN | | | 0510 27430 667.000 CY | 13.78000 9191.26| 1.00000 667.00| SILTATION CONTROL EXCAVATION | | | 0520 27450 1.000 EA | 142.38000 142.38| 270.00000 270.00| DROP INLET SILT TRAP, TYPE A | | | 0530 27500 213.000 SY | 4.32000 920.16| 5.00000 1065.00| GEOTEXTILE FABRIC | | | 0540 27505 2225.000 LF | 3.96000 8811.00| 8.00000 17800.00| TEMP. SILT FENCE | | | 0550 27506 500.000 LF | 3.43000 1715.00| 8.00000 4000.00| TEMP. FILTER BARRIER | | | 0560 27510 1.000 EA | 10000.00000 10000.00| 165939.00000 165939.00| COFFERDAMS | | | 0570 27580 185.000 CY | 30.67000 5673.95| 21.00000 3885.00| TEMP. SEDIMENT BASIN EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -10 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) K006 |( 5 ) T009 |( ) |KEY CONSTRUCTION COMPANY, I |TIDEWATER SKANSKA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 27600 2.000 EA | 814.56000 1629.12| 1300.00000 2600.00| CLOSING WELL | | | 0590 28800 1038.000 CY | 20.19000 20957.22| 37.00000 38406.00| WETLAND EXCAVATION | | | 0600 54049 6000.000 LF | 0.48000 2880.00| 0.55000 3300.00| TYPE B CLASS III PAVE. LINE MARKING 4" | | | 0610 54075 3300.000 LF | 2.22000 7326.00| 2.50000 8250.00| TYPE B CLASS VI PAVE. LINE MARKING 4" | | | 0620 54105 2000.000 LF | 0.72000 1440.00| 1.05000 2100.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0630 54550 3000.000 LF | 0.52000 1560.00| 0.65000 1950.00| CONSTR.PAVE.MARK. (TY.F,CL.I)4" | | | 0640 60404 1093.000 CY | 600.00000 655800.00| 820.00000 896260.00| CONCRETE CLASS A4 | | | 0650 60490 3622.000 SY | 2.97000 10757.34| 4.40000 15936.80| BRIDGE DECK GROOVING | | | 0660 61205 5.000 EA | 110533.04000 552665.20| 110000.00000 550000.00| NS PRE CONC BEAM BULB-T PRE CONC BEAM | | | BULB-T 45" DEPTH UHPC 80'-90' | | | 0670 61224 45.000 EA | 18869.11000 849109.95| 22000.00000 990000.00| PREST.CONC.BEAM,BULB-T 45" DEPTH | | | +80'-90' | | | 0680 61705 190980.000 LB | 1.04000 198619.20| 1.30000 248274.00| EPOXY COATED REINF. STEEL | | | * | | | 0690 62015 1632.000 LF | 100.00000 163200.00| 280.00000 456960.00| RAILING, KANSAS CORRAL | | | 0700 62115 335.000 LF | 47.89000 16043.15| 59.00000 19765.00| TRAF. BARRIER SERVICE CONC. SINGLE FACE | | | PAR. | | | 0710 62534 7.000 SY | 119.75000 838.25| 210.00000 1470.00| NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION | | | 1'-8" | | | 0720 62534 28.000 SY | 119.64000 3349.92| 120.00000 3360.00| NS BRIDGE SUPERSTRUCTURE BRIDGE | | | SUPERSTRUCTURE ELASTIC INCLUSION 10" | | | 0730 64011 420.000 CY | 22.44000 9424.80| 99.00000 41580.00| STRUCTURE EXCAVATION | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : H36 -11 TABULATION OF BIDS CALL ORDER : H36 CONTRACT ID : C00007923C01 COUNTIES : RICHMOND LETTING DATE : 02/07/07 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) K006 |( 5 ) T009 |( ) |KEY CONSTRUCTION COMPANY, I |TIDEWATER SKANSKA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 64045 2900.000 SF | 1.00000 2900.00| 45.00000 130500.00| TEMPORARY SHEET PILING | | | 0750 64100 6.000 EA | 4319.30000 25915.80| 12800.00000 76800.00| DYNAMIC PILE TEST | | | 0760 64412 3243.000 LF | 29.60000 95992.80| 75.00000 243225.00| PRESTR. CONCRETE PILES 12" | | | 0770 64424 3769.000 LF | 139.28000 524946.32| 140.00000 527660.00| PRESTR.CONCRETE PILES 24" | | | 0780 64808 124.000 LF | 62.95000 7805.80| 150.00000 18600.00| DRIVING TEST FOR 12" PRESTR. CONC. PILE | | | 0790 64868 719.000 LF | 182.58000 131275.02| 225.00000 161775.00| DRIVING TEST FOR 24" PRESTR. CONC. PILE | | | 0800 65013 515.000 CY | 600.00000 309000.00| 1450.00000 746750.00| CONCRETE CLASS A3 | | | 0810 65200 45500.000 LB | 0.84000 38220.00| 0.90000 40950.00| REINF. STEEL | | | 0820 65205 8000.000 LB | 0.96000 7680.00| 1.15000 9200.00| EPOXY COATED REINF. STEEL | | | 0830 65802 64.000 LF | 100.00000 6400.00| 300.00000 19200.00| RAILING, KANSAS CORRAL | | | 0840 66127 1700.000 TON | 66.94000 113798.00| 75.00000 127500.00| DRY RIPRAP CL.I 26" | | | 0850 67900 LUMP| 300000.00000 300000.00| 360000.00000 360000.00| NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. 6016 | | | 0860 67904 LUMP| 651059.68000 651059.68| 2000000.00000 2000000.00| NS BRIDGE INCIDENTALS BRIDGE | | | INCIDENTALS CONSTRUCTION ACCESS | | | 0870 69627 248.000 TON | 62.14000 15410.72| 69.00000 17112.00| DRY RIPRAP CL. I | | | 0880 70000 LUMP| 1.00000 1.00| 1600.00000 1600.00| NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004, D900 | | | 0890 70000 LUMP| 1.00000 1.00| 1600.00000 1600.00| NS DEMO. OF BLDG. DEMO. OF BLDG. PARCEL | | | 004, D901 | | | 0900 70200 LUMP| 1.00000 1.00| 1100.00000 1100.00| NS CLEARING OF PARCEL NO. CLEARING OF | | | PARCEL NO. 004 | | | SECTION TOTALS | $ 6,760,259.31| $ 9,624,560.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,760,259.31| $ 9,624,560.80| $ ==================================================================================================================================== E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -1 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 CONTRACT TIME : 07/23/08 COMPLETION DATE PROJECT(S) : 0095-106-104, B617 FED # NH/STP-095-1(271) 0095-106-104,C501 FED # NH/STP-095-1(271) 0095-106-104,C501 FED # NH/STP-095-1(271) OTHERS CONTRACT DESCRIPTION: INTERCHANGE IMPROVEMENTS AT RTE 144 TEMPLE AVE ADDITION OF RAMP FROM TEMPLE AVE ROUTE 95 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 A003 ABERNATHY CONSTRUCTION CORPORATION $ 3,812,696.49 100.0000% 2 C097 CORMAN CONSTRUCTION, INC. $ 4,788,413.95 125.5913% 3 B303 BRYANT CONTRACTING, INC. $ 5,184,008.10 135.9670% ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE ITEMS | | | 0010 00100 LUMP| 215000.00000 215000.00| 265000.00000 265000.00| 280000.00000 280000.00 MOBILIZATION | | | 0020 00101 LUMP| 28000.00000 28000.00| 36425.00000 36425.00| 25500.00000 25500.00 CONSTRUCTION SURVEYING | | | 0030 00110 1.000 LS | 127000.00000 127000.00| 70015.00000 70015.00| 400500.00000 400500.00 CLEARING AND GRUBBING | | | 0040 00120 7840.000 CY | 8.00000 62720.00| 37.50000 294000.00| 33.50000 262640.00 REGULAR EXCAVATION | | | 0050 00140 41531.000 CY | 12.20000 506678.20| 17.50000 726792.50| 16.00000 664496.00 BORROW EXCAVATION | | | 0060 00155 1945.000 SY | 2.15000 4181.75| 4.65000 9044.25| 4.00000 7780.00 GEOTEXTILE (EMBANKMENT STABILIZATION) | | | 0070 00212 375.000 CY | 17.60000 6600.00| 51.00000 19125.00| 45.00000 16875.00 MINOR STRUCTURE EXCAV. BOX CULVERT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -2 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 00270 8000.000 TON | 18.00000 144000.00| 26.50000 212000.00| 22.00000 176000.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0090 00272 268.000 CY | 33.00000 8844.00| 52.50000 14070.00| 28.00000 7504.00 SELECT MATL. TY. I MIN. CBR-30 | | | 0100 00355 1130.000 SY | 3.40000 3842.00| 3.80000 4294.00| 4.00000 4520.00 GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0110 00506 500.000 TON | 21.00000 10500.00| 27.50000 13750.00| 30.00000 15000.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 1 | | | 0120 00506 250.000 TON | 22.00000 5500.00| 29.50000 7375.00| 30.00000 7500.00 NS BEDDING MATL. AGGR. NO. BEDDING MATL | | | AGGR. NO. 57 | | | 0130 00525 4.000 CY | 900.00000 3600.00| 1141.00000 4564.00| 210.00000 840.00 CONCRETE CLASS A3 MISC. | | | 0140 00588 2870.000 LF | 6.70000 19229.00| 9.05000 25973.50| 11.00000 31570.00 UNDERDRAIN UD-4 | | | 0150 00595 150.000 LF | 11.00000 1650.00| 7.60000 1140.00| 25.00000 3750.00 OUTLET PIPE | | | 0160 00596 9.000 EA | 410.00000 3690.00| 175.00000 1575.00| 500.00000 4500.00 ENDWALL EW-12 | | | 0170 01150 119.000 LF | 29.00000 3451.00| 87.00000 10353.00| 65.00000 7735.00 15" PIPE | | | 0180 01182 914.000 LF | 38.00000 34732.00| 70.50000 64437.00| 80.00000 73120.00 18" CONC. PIPE | | | 0190 01242 348.000 LF | 49.00000 17052.00| 80.00000 27840.00| 95.00000 33060.00 24" CONC. PIPE | | | 0200 01302 91.000 LF | 65.00000 5915.00| 160.00000 14560.00| 110.00000 10010.00 30" CONC. PIPE | | | 0210 06150 3.000 EA | 495.00000 1485.00| 691.00000 2073.00| 800.00000 2400.00 15" END SECTION ES-1 OR 2 | | | 0220 06181 2.000 EA | 580.00000 1160.00| 763.00000 1526.00| 1100.00000 2200.00 18" END SECTION ES-1 | | | 0230 06301 2.000 EA | 850.00000 1700.00| 1047.00000 2094.00| 1600.00000 3200.00 30" END SECTION ES-1 | | | 0240 06817 4.000 EA | 2200.00000 8800.00| 2910.00000 11640.00| 3250.00000 13000.00 DROP INLET DI-3B,L=4' | | | 0250 07506 1.000 EA | 3000.00000 3000.00| 3706.00000 3706.00| 6250.00000 6250.00 DROP INLET DI-5 | | | 0260 07508 2.000 EA | 2400.00000 4800.00| 3094.00000 6188.00| 3750.00000 7500.00 DROP INLET DI-7 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -3 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 08965 3.000 EA | 2700.00000 8100.00| 3400.00000 10200.00| 4000.00000 12000.00 DROP INLET DI-13 TY.II | | | 0280 09055 12.000 LF | 540.00000 6480.00| 418.00000 5016.00| 650.00000 7800.00 MANHOLE MH-2 | | | 0290 09056 22.000 LF | 800.00000 17600.00| 684.00000 15048.00| 550.00000 12100.00 MANHOLE MH-1 OR 2 | | | 0300 09057 3.000 EA | 340.00000 1020.00| 547.00000 1641.00| 450.00000 1350.00 FRAME & COVER MH-1 | | | 0310 09150 42.000 TON | 37.00000 1554.00| 103.00000 4326.00| 80.00000 3360.00 EROSION CONTROL STONE CLASS I, EC-1 | | | 0320 09185 81.000 SY | 61.00000 4941.00| 63.00000 5103.00| 60.00000 4860.00 PAVED DITCH PG-2A | | | 0330 09250 6.000 EA | 280.00000 1680.00| 292.00000 1752.00| 64.00000 384.00 SLOPE DRAIN | | | 0340 10017 2832.000 TON | 27.00000 76464.00| 52.50000 148680.00| 48.00000 135936.00 CEM. STAB. AGGR. BASE MATL. TY.I NO.21A | | | 0350 10061 910.000 TON | 64.00000 58240.00| 76.00000 69160.00| 70.00000 63700.00 STAB. OPEN-GRADED MATERIAL | | | 0360 10128 241.000 TON | 24.00000 5784.00| 29.00000 6989.00| 21.00000 5061.00 AGGR. BASE MATL. TY. I NO. 21B | | | 0370 10250 240.000 TON | 26.00000 6240.00| 29.00000 6960.00| 26.00000 6240.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 1 | | | 0380 10250 1269.000 TON | 22.00000 27918.00| 29.00000 36801.00| 26.00000 32994.00 NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 | | | 0390 10608 935.000 TON | 62.00000 57970.00| 68.00000 63580.00| 90.00000 84150.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0400 10611 1021.000 TON | 69.00000 70449.00| 75.00000 76575.00| 77.00000 78617.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0410 10643 3037.000 TON | 55.00000 167035.00| 63.50000 192849.50| 62.00000 188294.00 ASPHALT CONCRETE TY. BM-25.0D | | | 0420 12322 895.000 LF | 11.00000 9845.00| 10.50000 9397.50| 11.00000 9845.00 ASPHALT CONCRETE CURB TY. MC-3B | | | 0430 12505 160.000 TON | 130.00000 20800.00| 100.00000 16000.00| 105.00000 16800.00 ASPHALT CONCRETE, CURB BACKUP MATERIAL | | | 0440 13210 4.000 EA | 640.00000 2560.00| 132.00000 528.00| 100.00000 400.00 R/W MONUMENT RM-1 | | | 0450 13315 1.000 EA | 880.00000 880.00| 759.00000 759.00| 840.00000 840.00 GUARDRAIL TERMINAL GR-11 | | | 0460 13320 861.000 LF | 16.00000 13776.00| 18.50000 15928.50| 18.00000 15498.00 GUARDRAIL GR-2 | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -4 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 13345 1.000 EA | 2400.00000 2400.00| 2801.00000 2801.00| 2250.00000 2250.00 ALTERNATE BREAKAWAY CABLE TERMINAL | | | (GR-9) | | | 0480 13392 1.000 EA | 1410.00000 1410.00| 2100.00000 2100.00| 1800.00000 1800.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. I | | | 0490 13393 1.000 EA | 470.00000 470.00| 525.00000 525.00| 450.00000 450.00 FIXED OBJECT ATTACH. GR-FOA-2 TY. II | | | 0500 13460 150.000 LF | 97.00000 14550.00| 70.00000 10500.00| 80.00000 12000.00 MEDIAN BARRIER MB-7D | | | 0510 13485 15.000 LF | 170.00000 2550.00| 175.00000 2625.00| 320.00000 4800.00 MEDIAN BARRIER MB-8A TYPE I | | | 0520 13486 25.000 LF | 190.00000 4750.00| 233.00000 5825.00| 380.00000 9500.00 MEDIAN BARRIER MB-8A TYPE II | | | 0530 13487 30.000 LF | 270.00000 8100.00| 292.00000 8760.00| 430.00000 12900.00 MEDIAN BARRIER MB-8A TYPE III | | | 0540 13551 449.000 LF | 100.00000 44900.00| 121.00000 54329.00| 80.00000 35920.00 NS WALL WALL CONCRETE PARAPET | | | 0550 13555 159.000 CY | 16.00000 2544.00| 61.50000 9778.50| 35.00000 5565.00 NS RETAINING WALL RETAINING WALL MSE | | | WALL EXCAVATION | | | 0560 13606 1.000 EA | 11200.00000 11200.00| 14153.00000 14153.00| 7500.00000 7500.00 IMPACT ATTEN. (TL-2, 45 MPH MAX. DES | | | SP) | | | 0570 13630 1.000 EA | 3600.00000 3600.00| 9252.00000 9252.00| 7500.00000 7500.00 IMPACT ATTENUATOR SERVICE TYPE I-A | | | 0580 13810 3732.000 SF | 50.00000 186600.00| 79.00000 294828.00| 95.00000 354540.00 RETAINING STRUCTURE | | | 0590 14260 298.000 TON | 28.00000 8344.00| 41.00000 12218.00| 25.00000 7450.00 CRUSHER RUN AGGREGATE NO. 25 OR 26 | | | 0600 21110 756.000 SY | 60.00000 45360.00| 80.50000 60858.00| 75.00000 56700.00 MEDIAN STRIP MS-1A | | | 0610 22501 381.000 LF | 11.00000 4191.00| 5.85000 2228.85| 10.50000 4000.50 FENCE FE-W1 | | | 0620 24160 712.000 SF | 21.00000 14952.00| 34.00000 24208.00| 21.50000 15308.00 CONSTRUCTION SIGNS | | | 0630 24265 LUMP| 8200.00000 8200.00| 6713.00000 6713.00| 5000.00000 5000.00 NS MAINTENANCE OF TRAFFIC MAINTENANCE | | | OF TRAFFIC CHARLES STREET REPAIR | | | 0640 24272 100.000 HR | 39.00000 3900.00| 67.50000 6750.00| 30.00000 3000.00 TRUCK MOUNTED ATTENUATOR | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -5 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 24278 3000.000 DAY | 0.60000 1800.00| 2.60000 7800.00| 0.50000 1500.00 GROUP 2 CHANNELIZING DEVICES | | | 0660 24281 450.000 HR | 5.50000 2475.00| 4.20000 1890.00| 12.00000 5400.00 ELECTRONIC ARROW | | | 0670 24282 500.000 HR | 19.00000 9500.00| 39.50000 19750.00| 18.00000 9000.00 FLAGGER SERVICE | | | 0680 24297 3000.000 LF | 12.00000 36000.00| 27.00000 81000.00| 30.00000 90000.00 TRAF. BARRIER SERVICE CONC. DOUBLE FACE | | | 0690 24430 1600.000 SY | 4.80000 7680.00| 13.00000 20800.00| 12.00000 19200.00 DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0700 24601 993.000 LF | 1.50000 1489.50| 2.35000 2333.55| 1.60000 1588.80 NS REMOVE EXIST. GUARDRAIL REMOVE EXIST | | | GUARDRAIL GR-2 | | | 0710 25505 20.000 MO | 2600.00000 52000.00| 2139.00000 42780.00| 2200.00000 44000.00 FIELD OFFICE TY.I | | | 0720 27102 272.000 LB | 17.00000 4624.00| 24.50000 6664.00| 12.60000 3427.20 REGULAR SEED | | | 0730 27103 170.000 LB | 11.00000 1870.00| 13.00000 2210.00| 6.30000 1071.00 OVERSEEDING | | | 0740 27104 48.000 LB | 19.00000 912.00| 41.00000 1968.00| 25.20000 1209.60 LEGUME SEED | | | 0750 27105 28.000 LB | 14.00000 392.00| 35.00000 980.00| 21.00000 588.00 LEGUME OVERSEEDING | | | 0760 27215 1.000 TON | 890.00000 890.00| 759.00000 759.00| 840.00000 840.00 FERTILIZER(15-30-15) | | | 0770 27250 4.000 TON | 630.00000 2520.00| 525.00000 2100.00| 160.00000 640.00 LIME | | | 0780 27288 1.000 ACRE| 1700.00000 1700.00| 1750.00000 1750.00| 1260.00000 1260.00 EROSION CONTROL MULCH | | | 0790 27327 4128.000 SY | 7.88000 32528.64| 7.85000 32404.80| 7.00000 28896.00 SOIL STABILIZATION MAT EC-3 TYPE C | | | 0800 27415 24.000 EA | 160.00000 3840.00| 525.00000 12600.00| 450.00000 10800.00 CHECK DAM(ROCK) TY. II | | | 0810 27422 2.000 EA | 600.00000 1200.00| 4596.00000 9192.00| 500.00000 1000.00 DEWATERING BASIN | | | 0820 27430 480.000 CY | 7.80000 3744.00| 35.00000 16800.00| 30.00000 14400.00 SILTATION CONTROL EXCAVATION | | | 0830 27450 5.000 EA | 340.00000 1700.00| 175.00000 875.00| 160.00000 800.00 DROP INLET SILT TRAP, TYPE A | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -6 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 27505 2600.000 LF | 2.20000 5720.00| 4.65000 12090.00| 3.00000 7800.00 TEMP. SILT FENCE | | | 0850 40241 532.000 LF | 210.00000 111720.00| 303.00000 161196.00| 240.00000 127680.00 24" DI WATER MAIN | | | 0860 40412 4.000 EA | 2100.00000 8400.00| 1960.00000 7840.00| 2600.00000 10400.00 24" BEND | | | 0870 40992 2.000 EA | 6200.00000 12400.00| 1593.00000 3186.00| 7500.00000 15000.00 NS WATER UTILITY WATER UTILITY 24" | | | SOLID SLEEVE | | | 0880 51600 1750.000 LF | 1.70000 2975.00| 1.75000 3062.50| 1.60000 2800.00 14/2 CONDUCTOR CABLE | | | 0890 51615 1350.000 LF | 1.30000 1755.00| 1.15000 1552.50| 1.10000 1485.00 14/1 ENCLOSED COND. CABLE | | | 0900 51910 525.000 LF | 14.10000 7402.50| 16.50000 8662.50| 15.00000 7875.00 SAW CUT | | | 0910 51911 2230.000 LF | 15.00000 33450.00| 11.50000 25645.00| 7.35000 16390.50 NS SAW CUT SAW CUT 12" | | | 0920 51950 LUMP| 8700.00000 8700.00| 5835.00000 5835.00| 4200.00000 4200.00 TEMP. SIGNALIZATION | | | 0930 54032 5200.000 LF | 1.10000 5720.00| 0.55000 2860.00| 0.45000 2340.00 TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0940 54037 1670.000 LF | 1.80000 3006.00| 1.05000 1753.50| 0.85000 1419.50 TYPE B CLASS I PAVE. LINE MARKING 8" | | | 0950 54105 4000.000 LF | 1.05000 4200.00| 0.90000 3600.00| 0.70000 2800.00 ERADICATION OF EXIST. PAVEMENT MARKING | | | 0960 54217 90.000 EA | 27.00000 2430.00| 63.00000 5670.00| 27.00000 2430.00 SNOW PLOW. RAISED PAVE. MARKER ASPH.CON | | | 0970 54240 165.000 EA | 12.00000 1980.00| 2.35000 387.75| 7.00000 1155.00 TEMP. PAVE. MARKER 1 WAY | | | 0980 54512 1500.000 LF | 1.70000 2550.00| 2.20000 3300.00| 1.10000 1650.00 CONSTR.PAVE.MARK. (TY.D,CL.II)4" | | | 0990 54552 1700.000 LF | 1.50000 2550.00| 0.30000 510.00| 0.90000 1530.00 CONSTR.PAVE.MARK. (TY.F,CL.II)4" | | | 1000 56006 2.000 EA | 900.00000 1800.00| 992.00000 1984.00| 900.00000 1800.00 JUNCTION BOX JB-3A, 3B OR 3C | | | 1010 56020 60.000 LF | 9.00000 540.00| 9.35000 561.00| 8.40000 504.00 1" CONDUIT | | | 1020 56030 300.000 LF | 3.50000 1050.00| 3.50000 1050.00| 3.20000 960.00 2" CONDUIT | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -7 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 56034 190.000 LF | 5.00000 950.00| 5.25000 997.50| 4.80000 912.00 3" CONDUIT | | | 1040 56200 350.000 LF | 9.00000 3150.00| 9.95000 3482.50| 9.00000 3150.00 TRENCH EXCAVATION ECI-1 | | | 1050 60404 142.000 CY | 660.00000 93720.00| 716.00000 101672.00| 835.00000 118570.00 CONCRETE CLASS A4 | | | 1060 60450 71.000 CY | 505.00000 35855.00| 308.00000 21868.00| 350.00000 24850.00 CONC. CLASS A4 BRIDGE APPR. SLAB | | | 1070 60452 14920.000 LB | 0.98000 14621.60| 0.90000 13428.00| 1.30000 19396.00 REINF. STEEL BRIDGE APPR. SLAB | | | 1080 60490 427.000 SY | 6.00000 2562.00| 8.75000 3736.25| 8.00000 3416.00 BRIDGE DECK GROOVING | | | 1090 61248 5.000 EA | 34000.00000 170000.00| 36835.00000 184175.00| 50000.00000 250000.00 PREST.CONC.BEAM,BULB-T 61" DEPTH | | | +120'-130' | | | 1100 61705 22080.000 LB | 1.02000 22521.60| 1.10000 24288.00| 1.60000 35328.00 EPOXY COATED REINF. STEEL | | | * | | | 1110 62010 248.000 LF | 77.00000 19096.00| 111.00000 27528.00| 80.00000 19840.00 CONCRETE PARAPET | | | 1120 62505 112.000 LF | 86.00000 9632.00| 53.50000 5992.00| 65.00000 7280.00 PREFORMED ELASTOMERIC JOINT SEALER 4" | | | 1130 64011 1207.000 CY | 16.00000 19312.00| 50.00000 60350.00| 35.00000 42245.00 STRUCTURE EXCAVATION | | | 1140 64030 203.000 CY | 47.00000 9541.00| 81.50000 16544.50| 60.00000 12180.00 POROUS BACKFILL | | | 1150 64110 4638.000 LF | 29.00000 134502.00| 35.50000 164649.00| 35.00000 162330.00 STEEL PILES 10" | | | 1160 64755 117.000 EA | 78.00000 9126.00| 126.00000 14742.00| 75.00000 8775.00 PILE POINT FOR 10" STEEL PILE | | | 1170 65013 757.000 CY | 565.00000 427705.00| 439.00000 332323.00| 500.00000 378500.00 CONCRETE CLASS A3 | | | 1180 65200 36650.000 LB | 0.82000 30053.00| 0.85000 31152.50| 1.30000 47645.00 REINF. STEEL | | | 1190 65205 17310.000 LB | 0.97000 16790.70| 1.00000 17310.00| 1.40000 24234.00 EPOXY COATED REINF. STEEL | | | 1200 65700 7.000 LF | 300.00000 2100.00| 111.00000 777.00| 80.00000 560.00 CONCRETE PARAPET | | | 1210 66120 2.000 EA | 49000.00000 98000.00| 26000.00000 52000.00| 75000.00000 150000.00 COFFERDAM | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 02/21/07 PAGE : J39 -8 TABULATION OF BIDS CALL ORDER : J39 CONTRACT ID : C00072469C01 COUNTIES : COLONIAL HEIGHTS LETTING DATE : 02/07/07 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) A003 |( 2 ) C097 |( 3 ) B303 |ABERNATHY CONSTRUCTION CORP |CORMAN CONSTRUCTION, INC. |BRYANT CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 66239 338.000 TON | 56.00000 18928.00| 63.00000 21294.00| 90.00000 30420.00 DRY RIPRAP CL.II 38" | | | 1230 66706 1130.000 SY | 72.00000 81360.00| 66.50000 75145.00| 65.00000 73450.00 CONCRETE SLAB RIPRAP | | | 1240 66920 449.000 CY | 30.00000 13470.00| 47.50000 21327.50| 25.00000 11225.00 NS BRIDGE SUBSTRUCTURE BRIDGE | | | SUBSTRUCTURE EXCAVATION | | | 1250 67900 LUMP| 34000.00000 34000.00| 12924.00000 12924.00| 20000.00000 20000.00 NS DISM. & REM. EXIST. STR. DISM.& REM. | | | EX. STR. RETAINING WALL PANEL 37 | | | SECTION TOTALS | $ 3,812,696.49| $ 4,788,413.95| $ 5,184,008.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,812,696.49| $ 4,788,413.95| $ 5,184,008.10 ====================================================================================================================================