|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071056 | Estimate Number | 0036 | Estimate Type FINAL | |||
| District Office | FLEMINGSBURG (09320) Brickey, Jeremy P.E. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 07/01/2010 TO 06/15/2011 | ||||||
| Date Approved | 09/07/2011 | ||||||
| Primary Proj Number | DE010006407W1 | ||||||
| Project No. | IM 64-8(66) | ||||||
| Primary County | BOYD | ||||||
| Name of Road | LEXINGTON-CATLETTSBURG ROAD (I-64) | ||||||
| Description | ASPHALT REHABILITATION ON I-64 FROM MP 180.698 TO MP 183.858 | ||||||
| Date Let | 09/07/2007 | Formal Acceptance | 11/14/2008 | ||||
| Date Awarded | 09/17/2007 | Date Work Began | 09/28/2007 | ||||
| Date Contract Executed | 09/18/2007 | Open To Traffic | 09/23/2008 | ||||
| Date NTP Issued | 09/18/2007 | Actual Completion Date | 09/23/2008 | ||||
| Current Contract Amount | $18,995,385.83 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $18,453,552.92 |
Total Earnings | $18,256,737.55 |
$18,238,792.78 |
$17,944.77 |
|
| Percent Complete | 96.11 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $738,648.28 |
Gross Earnings | $18,256,737.55 |
$18,238,792.78 |
$17,944.77 |
|
| Total Change Orders | $541,832.91 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $18,256,737.55 |
$18,238,792.78 |
$17,944.77 |
|||
| Contract Id | 071056 | Change Order Summary |
County | BOYD | ||||||
| Estimate Nbr | 0036 | Project Number | IM 64-8(66) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 07/01/2010 TO 06/15/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Value Engineering--Cut Slopes | Approved | 12/03/2007 | $-1,050,179.81 | 0.0 | |||||
| 002 | Roadway Excavation Plan Error | Approved | 02/21/2008 | $606,564.00 | 12.0 | |||||
| 003 | Bridge End Repair--Cost Plus | Approved | 05/21/2008 | $6,987.92 | 0.0 | |||||
| 004 | Change from PG 76-22 to PG 64-22 | Approved | 12/12/2008 | $-169,257.51 | 0.0 | |||||
| 005 | Project Wage Rate Adjustment | Approved | 04/01/2009 | $1,439.16 | 0.0 | |||||
| 006 | Fuel/Asphalt Adjustment | Approved | 01/20/2010 | $1,135,616.28 | 13.0 | |||||
| 007 | Project Wage Rate Adjustment Phase II | Approved | 06/05/2009 | $10,662.87 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 071056 | COMMONWEALTH OF KENTUCKY |
County | BOYD | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE010006407W1 | |||||||
| Estimate Nbr | 0036 | Period | 07/01/2010 TO 06/15/2011 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE010006407W1 | Fed/State Project Number | IM 64-8(66) | Category | 0002 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | DGA BASE | 00001 | TON | 10,930.00 | 10,930.000 | 16,059.390 | 16,059.390 | 24.35 | 391,046.14 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 95.00 | 95.000 | 146.090 | 146.090 | 75.00 | 10,956.75 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 690.00 | 690.000 | 444.090 | 444.090 | 53.90 | 23,936.45 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 4,050.00 | 4,050.000 | 7,933.860 | 7,933.860 | 58.75 | 466,114.27 | |||
| 0050 | LEVELING & WEDGING PG76-22 | 00194 | TON | 5,000.00 | 5,000.000 | 4,200.410 | 4,200.410 | 68.60 | 288,148.12 | |||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,599.00 | 1,599.000 | 1,237.340 | 1,237.340 | 54.30 | 67,187.56 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 7,637.00 | 7,637.000 | 8,099.990 | 8,099.990 | 54.30 | 439,829.45 | |||
| 0080 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 29,403.00 | 15,767.180 | 15,767.180 | 15,767.180 | 61.95 | 976,776.80 | |||
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 83.00 | 83.000 | 27.120 | 27.120 | 441.50 | 11,973.48 | |||
| 0100 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 31,134.00 | 31,134.000 | 29,159.790 | 29,159.790 | 2.25 | 65,609.52 | |||
| 0110 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 2,190.00 | 2,190.000 | 2,338.850 | 2,338.850 | 58.75 | 137,407.43 | |||
| 0120 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 8,821.00 | 0.000 | 0.000 | 0.000 | 69.75 | 0.00 | |||
| 0130 | CULVERT PIPE-15 INCH | 00461 | LF | 59.00 | 59.000 | 28.000 | 28.000 | 70.00 | 1,960.00 | |||
| 0140 | CULVERT PIPE-18 INCH | 00462 | LF | 296.00 | 296.000 | 8.000 | 8.000 | 75.00 | 600.00 | |||
| 0150 | PERFORATED PIPE-4 INCH | 01000 | LF | 52,274.00 | 52,274.000 | 44,941.000 | 44,941.000 | 5.75 | 258,410.75 | |||
| 0160 | PERFORATED PIPE-6 INCH | 01001 | LF | 11,277.00 | 11,277.000 | 13,829.000 | 13,829.000 | 7.95 | 109,940.55 | |||
| 0170 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,351.50 | 2,351.500 | 1,850.000 | 1,850.000 | 12.85 | 23,772.50 | |||
| 0180 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 591.00 | 591.000 | 453.000 | 453.000 | 15.50 | 7,021.50 | |||
| 0190 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0200 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 29.00 | 29.000 | 26.000 | 26.000 | 475.00 | 12,350.00 | |||
| 0210 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 3.00 | 3.000 | 13.000 | 13.000 | 475.00 | 6,175.00 | |||
| 0220 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0240 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 34.00 | 34.000 | 55.000 | 55.000 | 525.00 | 28,875.00 | |||
| 0250 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0260 | REMOVE PIPE | 01310 | LF | 38.00 | 38.000 | 12.000 | 12.000 | 12.00 | 144.00 | |||
| 0270 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0280 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,250.00 | 6,750.00 | |||
| 0290 | CURB BOX INLET TYPE B-T | 01484 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0300 | RECONSTRUCT MEDIAN BOX INLET | 01633 | EACH | 29.00 | 29.000 | 32.000 | 32.000 | 3,250.00 | 104,000.00 | |||
| 0310 | CAP CURB BOX INLET | 01634 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0320 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0330 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 20.00 | 20.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 0340 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0350 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 335.00 | 335.000 | 365.000 | 365.000 | 40.00 | 14,600.00 | |||
| 0360 | REMOVE CURB | 01904 | LF | 285.00 | 285.000 | 167.000 | 167.000 | 11.00 | 1,837.00 | |||
| 0370 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 224.00 | 224.000 | 196.000 | 196.000 | 4.75 | 931.00 | |||
| 0380 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 34.00 | 34.000 | 43.000 | 43.000 | 4.75 | 204.25 | |||
| 0390 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 158.00 | 158.000 | 141.000 | 141.000 | 9.00 | 1,269.00 | |||
| 0400 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 63.00 | 63.000 | 110.000 | 110.000 | 9.00 | 990.00 | |||
| 0410 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 2,200.00 | 2,200.000 | 2,200.000 | 2,200.000 | 8.00 | 17,600.00 | |||
| 0420 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0430 | DITCHING | 02237 | LF | 31,827.00 | 31,827.000 | 10,503.000 | 10,503.000 | 2.75 | 28,883.25 | |||
| 0440 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,500.00 | 2,500.000 | 1,974.000 | 1,974.000 | 4.75 | 9,376.50 | |||
| 0450 | REMOVE FENCE | 02265 | LF | 2,500.00 | 2,500.000 | 1,682.000 | 1,682.000 | 2.00 | 3,364.00 | |||
| 0460 | ADJUST GUARDRAIL | 02350 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 8.32 | 0.00 | |||
| 0470 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 550.00 | 550.000 | 550.000 | 550.000 | 24.95 | 13,722.50 | |||
| 0480 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,000.00 | 16,000.00 | |||
| 0490 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,735.00 | 18,940.00 | |||
| 0500 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 2,100.00 | 14,700.00 | |||
| 0510 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 640.00 | 4,480.00 | |||
| 0520 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 790.00 | 790.00 | |||
| 0530 | REMOVE GUARDRAIL | 02381 | LF | 19,662.50 | 19,662.500 | 20,412.500 | 20,412.500 | 1.52 | 31,027.00 | |||
| 0540 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 475.00 | 1,425.00 | |||
| 0550 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0560 | CHANNEL LINING CLASS II | 02483 | TON | 1,100.00 | 1,100.000 | 1,007.990 | 1,007.990 | 29.00 | 29,231.71 | |||
| 0570 | CHANNEL LINING CLASS III | 02484 | TON | 300.00 | 300.000 | 109.190 | 109.190 | 39.00 | 4,258.41 | |||
| 0580 | SIGNS | 02562 | SQFT | 5,150.00 | 5,150.000 | 2,021.900 | 2,021.900 | 9.00 | 18,197.10 | |||
| 0590 | REMOVE HEADWALL | 02625 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 650.00 | 1,950.00 | |||
| 0600 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 312,000.00 | 312,000.00 | |||
| 0610 | LANE CLOSURE | 02653 | EACH | 17.00 | 17.000 | 8.000 | 8.000 | 1,825.00 | 14,600.00 | |||
| 0620 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 12,000.00 | 84,000.00 | |||
| 0630 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 0640 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 890.00 | 890.000 | 1,295.340 | 1,295.340 | 30.57 | 39,598.54 | |||
| 0650 | SAFELOADING | 02690 | CUYD | 10.00 | 10.000 | 3.330 | 3.330 | 240.00 | 799.20 | |||
| 0660 | TEMPORARY SILT FENCE | 02701 | LF | 33,500.00 | 33,500.000 | 50.000 | 50.000 | 2.50 | 125.00 | |||
| 0670 | SILT TRAP TYPE A | 02703 | EACH | 100.00 | 100.000 | 18.000 | 18.000 | 150.00 | 2,700.00 | |||
| 0680 | SILT TRAP TYPE B | 02704 | EACH | 100.00 | 100.000 | 18.000 | 18.000 | 150.00 | 2,700.00 | |||
| 0690 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 200.00 | 200.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0700 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 200.00 | 200.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0710 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 67,000.00 | 67,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0720 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.800 | 1.000 | 90,000.00 | 18,000.00 | 90,000.00 | |
| 0730 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0740 | CRASH CUSHION TYPE VI-T FOR BRIDGE CONSTRUCTION | 02894 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,500.00 | 26,000.00 | |||
| 0750 | CRASH CUSHION TYPE VI-T FOR CUT SLOPE CORRECTION | 02894 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0760 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0770 | CONCRETE BARRIER WALL TYPE 9T FOR BRIDGE CONSTRUCTION | 03171 | LF | 2,200.00 | 2,200.000 | 2,200.000 | 2,200.000 | 25.00 | 55,000.00 | |||
| 0780 | CONCRETE BARRIER WALL TYPE 9T FOR CUT SLOPE CORRECTIONS | 03171 | LF | 7,220.00 | 7,220.000 | 6,500.000 | 6,500.000 | 25.00 | 162,500.00 | |||
| 0790 | EROSION CONTROL BLANKET | 05950 | SQYD | 150,000.00 | 150,000.000 | 102,106.000 | 102,106.000 | 1.23 | 125,590.38 | |||
| 0800 | TEMPORARY MULCH | 05952 | SQYD | 300,000.00 | 300,000.000 | 65,889.000 | 65,889.000 | 0.11 | 7,247.79 | |||
| 0810 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 150,000.00 | 150,000.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0820 | TOPDRESSING FERTILIZER | 05966 | TON | 15.50 | 15.500 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0830 | SEEDING AND PROTECTION | 05985 | SQYD | 300,000.00 | 300,000.000 | 14,627.000 | 14,627.000 | 0.32 | 4,680.64 | |||
| 0840 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 80,000.00 | 80,000.000 | 36,174.000 | 36,174.000 | 0.21 | 7,596.54 | |||
| 0850 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0860 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 287.00 | 287.000 | 225.000 | 225.000 | 21.35 | 4,803.75 | |||
| 0870 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 126.00 | 126.000 | 98.000 | 98.000 | 21.35 | 2,092.30 | |||
| 0880 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 175,692.00 | 175,692.000 | 146,418.000 | 146,418.000 | 0.17 | 24,891.06 | |||
| 0890 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 47,831.00 | 47,831.000 | 44,877.000 | 44,877.000 | 0.60 | 26,926.20 | |||
| 0900 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 38,065.00 | 38,065.000 | 37,456.000 | 37,456.000 | 0.60 | 22,473.60 | |||
| 0910 | PAVE STRIPING-THERMO-8 INCH W | 06544 | LF | 1,600.00 | 1,600.000 | 1,775.000 | 1,775.000 | 1.65 | 2,928.75 | |||
| 0920 | PAVE STRIPING-THERMO-8 INCH Y | 06545 | LF | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.65 | 2,640.00 | |||
| 0930 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 1,071.00 | 1,071.000 | 1,086.000 | 1,086.000 | 4.00 | 4,344.00 | |||
| 0940 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 59,818.00 | 59,818.000 | 1,494.000 | 1,494.000 | 1.00 | 1,494.00 | |||
| 0950 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 62,988.00 | 62,988.000 | 5,997.000 | 5,997.000 | 1.00 | 5,997.00 | |||
| 0960 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 52,478.00 | 52,478.000 | 6,495.000 | 6,495.000 | 1.00 | 6,495.00 | |||
| 0970 | PAVE STRIPING-DUR TY 1-8 IN W | 06558 | LF | 2,804.00 | 2,804.000 | 1,678.000 | 1,678.000 | 6.00 | 10,068.00 | |||
| 0980 | PAVE STRIPING-DUR TY 1-8 IN Y | 06559 | LF | 2,404.00 | 2,404.000 | 1,235.000 | 1,235.000 | 6.00 | 7,410.00 | |||
| 0990 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 630.00 | 630.000 | 75.500 | 75.500 | 6.00 | 453.00 | |||
| 1000 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 4,773.00 | 4,773.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1010 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 2,489.00 | 2,489.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1020 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 504.00 | 504.000 | 496.000 | 496.000 | 24.00 | 11,904.00 | |||
| 1030 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 162.00 | 162.000 | 159.000 | 159.000 | 24.00 | 3,816.00 | |||
| 1040 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 666.00 | 666.000 | 381.000 | 381.000 | 5.50 | 2,095.50 | |||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 4.84 | 4.840 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 1060 | STEEL REINFORCEMENT | 08150 | LB | 30.00 | 30.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1070 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 115,596.00 | 115,596.000 | -5,262.360 | -5,262.360 | 1.00 | -5,262.36 | |||
| 1080 | FUEL ADJUSTMENT | 10020NS | DOLL | 73,958.00 | 264,996.470 | 264,996.470 | 264,996.470 | 1.00 | 264,996.47 | |||
| 1090 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 104,036.00 | 1,029,542.190 | 1,029,542.190 | 1,029,542.190 | 1.00 | 1,029,542.19 | |||
| 1100 | OBJECT MARKER TY 3 | 20191ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 1110 | MILLED RUMBLE STRIPS | 20314ED | LF | 76,179.00 | 76,179.000 | 65,463.000 | 65,463.000 | 0.25 | 16,365.75 | |||
| 1120 | SILT TRAP TYPE C | 20496NS843 | EACH | 55.00 | 55.000 | 47.000 | 47.000 | 350.00 | 16,450.00 | |||
| 1130 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 110.00 | 110.000 | 56.000 | 56.000 | 20.00 | 1,120.00 | |||
| 1140 | SLOPE STABILIZATION SYSTEM | 22688EN | SQFT | 242,824.00 | 0.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 1150 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1160 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,091.00 | 1,091.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1170 | EMBANKMENT | 21553EN | CUYD | 46,896.00 | 46,896.000 | 20,998.000 | 20,998.000 | 15.00 | 314,970.00 | |||
| 1180 | EXCAVATION | 21554EN | CUYD | 230,136.00 | 273,462.000 | 273,462.000 | 273,462.000 | 14.00 | 3,828,468.00 | |||
| 1190 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 19,000.00 | 19,000.000 | 21,550.000 | 21,550.000 | 15.92 | 343,076.00 | |||
| 1380 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 8000 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 1,439.160 | 1,439.160 | 1,439.160 | 1.00 | 1,439.16 | |||
| 8001 | PROJECT WAGE RATE ADJUSTMENT Phase II | 10035NS | DOLL | 0.00 | 10,662.870 | 10,662.870 | 10,662.870 | 1.00 | 10,662.87 | |||
| 8003 | COST PLUS WORK | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,987.92 | 6,987.92 | |||
| 8007 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 0.00 | 13,635.820 | -1.000 | 16,407.970 | 16,406.970 | 55.23 | -55.23 | 906,156.95 | |
| 8008 | CL4 ASPH SURF 0.38A PG64-22 | 23128ES403 | TON | 0.00 | 8,821.000 | 9,714.200 | 9,714.200 | 60.95 | 592,080.49 | |||
| 8009 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 19,071.620 | 19,071.620 | 19,071.620 | 1.00 | 19,071.62 | |||
| Project | DE010006407W1 | Fed/State Project Number | IM 64-8(66) | Category | 0003 BRIDGE | |||||||
| 1200 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 210.00 | 210.000 | 210.000 | 210.000 | 284.00 | 59,640.00 | |||
| 1210 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 166.00 | 19,920.00 | |||
| 1220 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 211.00 | 29,540.00 | |||
| 1230 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,390.00 | 1,390.000 | 1,390.000 | 1,390.000 | 34.00 | 47,260.00 | |||
| 1240 | CONCRETE BARRIER | 20172ED | LF | 912.00 | 912.000 | 912.000 | 912.000 | 72.00 | 65,664.00 | |||
| 1250 | WING SLAB | 20174ED | LF | 76.00 | 76.000 | 76.000 | 76.000 | 107.00 | 8,132.00 | |||
| 1260 | REINFORCED CONCRETE SLAB | 20186ED | SQYD | 1,772.00 | 1,772.000 | 1,772.000 | 1,772.000 | 161.00 | 285,292.00 | |||
| Project | DE010006407W1 | Fed/State Project Number | IM 64-8(66) | Category | 0004 BRIDGE | |||||||
| 1270 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 354.00 | 354.000 | 354.000 | 354.000 | 284.00 | 100,536.00 | |||
| 1280 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 162.00 | 162.000 | 162.000 | 162.000 | 166.00 | 26,892.00 | |||
| 1290 | EXPANSION DAM-2 INCH NEOPRENE | 08470 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 219.00 | 19,710.00 | |||
| 1300 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 234.00 | 21,060.00 | |||
| 1310 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 3,166.00 | 3,166.000 | 3,166.000 | 3,166.000 | 34.00 | 107,644.00 | |||
| 1320 | CONCRETE BARRIER | 20172ED | LF | 1,634.00 | 1,634.000 | 1,634.000 | 1,634.000 | 72.00 | 117,648.00 | |||
| 1330 | WING SLAB | 20174ED | LF | 48.00 | 48.000 | 48.000 | 48.000 | 107.00 | 5,136.00 | |||
| 1340 | REINFORCED CONCRETE SLAB | 20186ED | SQYD | 3,893.00 | 3,893.000 | 3,893.000 | 3,893.000 | 161.00 | 626,773.00 | |||
| Project | DE010006407W1 | Fed/State Project Number | IM 64-8(66) | Category | 0019 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1350 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 866,000.00 | 866,000.00 | |||
| 1360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 259,915.00 | 259,915.00 | |||
| Project | DE010006407W1 | Fed/State Project Number | IM 64-8(66) | Category | 0020 TRAINEES | |||||||
| 1370 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 804.000 | 804.000 | 1.00 | 804.00 | |||
| Project | DE010006407W1 | Fed/State Project Number | IM 64-8(66) | Category | 0021 VALUE ENGINEERING SECTION | |||||||
| 8100 | EXCAVATION VE | 21554EN | CUYD | 0.00 | 160,658.000 | 160,658.000 | 160,658.000 | 14.00 | 2,249,212.00 | |||
| 8101 | REMOVE FENCE VE | 02265 | LF | 0.00 | 1,670.000 | 1,670.000 | 1,670.000 | 2.00 | 3,340.00 | |||
| 8102 | EROSION CONTROL BLANKET VE | 05950 | SQYD | 0.00 | 41,302.000 | 41,302.000 | 41,302.000 | 1.23 | 50,801.46 | |||
| 8103 | FENCE-WOVEN WIRE TYPE 1 VE | 02262 | LF | 0.00 | 1,670.000 | 1,670.000 | 1,670.000 | 4.75 | 7,932.50 | |||
| 8104 | EW~ IMPLEMENTATION COSTS | 10098NX | DOLL | 0.00 | 71,925.000 | 71,925.000 | 71,925.000 | 1.00 | 71,925.00 | |||
| 8105 | SPECIAL SEEDING CROWN VETCH VE | 05989 | SQYD | 0.00 | 41,302.000 | 41,302.000 | 41,302.000 | 0.21 | 8,673.42 | |||
| 8106 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 1,050,179.810 | 1,050,179.810 | 1,050,179.810 | 1.00 | 1,050,179.81 | |||
| SUBTOT | $17,944.77 |
$18,256,737.54 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1190-1-0I |
GUARDRAIL, POST STE | LF |
19,000.00 | 0013 | $11.180000 | $201,780.00 | ||||||
1190-1-0A |
GUARDRAIL, POST STE | LF |
380.00 | 0019 | $11.180000 | $-4,035.60 | ||||||
1190-1-0A |
GUARDRAIL, POST STE | LF |
8,538.12 | 0024 | $11.180000 | $-90,674.89 | ||||||
1190-1-0A |
GUARDRAIL, POST STE | LF |
10,081.87 | 0025 | $11.180000 | $-107,069.51 | ||||||
| SUBTOT | $0.00 |
|||||||||||