|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/24/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071105 | Estimate Number | 0026 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12340) Childers, Charles B. (Chuck), P.E. | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code VC0000092148 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 12/01/2008 TO 05/27/2015 | ||||||
| Date Approved | 08/10/2015 | ||||||
| Primary Proj Number | DE06701130705 | ||||||
| Project No. | BRZ 1203 (257) | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | MILLSTONE-DEMOCRAT ROAD (KY 113) | ||||||
| Description | BRIDGE AND APPROACHES AT NORTH FORK OF KENTUCKY RIVER | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | 07/15/2009 | ||||
| Date Awarded | 07/06/2007 | Date Work Began | 11/01/2007 | ||||
| Date Contract Executed | 07/31/2007 | Open To Traffic | 12/12/2008 | ||||
| Date NTP Issued | 07/31/2007 | Actual Completion Date | 12/12/2008 | ||||
| Current Contract Amount | $1,003,295.27 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,008,747.27 |
Total Earnings | $964,997.33 |
$975,152.79 |
$-10,155.46 |
|
| Percent Complete | 96.18 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $38,297.94 |
Gross Earnings | $964,997.33 |
$975,152.79 |
$-10,155.46 |
|
| Total Change Orders | $-5,452.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $964,997.33 |
$975,152.79 |
$-10,155.46 |
|||
| Contract Id | 071105 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0026 | Project Number | BRZ 1203 (257) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 12/01/2008 TO 05/27/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pave Striping Perm and Temp Paint 4 IN | Approved | 04/17/2008 | $2,800.00 | 0.0 | |||||
| 002 | Structure Excav-Solid Rock / Mass Concrete | Approved | 06/12/2008 | $1,848.00 | 0.0 | |||||
| 003 | Remove Structure/Beams/DBI Type 13 Modified | Approved | 10/11/2011 | $-10,100.00 | 3.0 | |||||
| 004 | Liquidated Damages Override | Approved | 04/17/2012 | $0.00 | 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 | 071105 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE06701130705 | ||||||
| Estimate Nbr | 0026 | Period | 12/01/2008 TO 05/27/2015 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE06701130705 | Fed/State Project Number | BRZ 1203 (257) | Category | 0001 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 | 787.00 | 787.000 | 4.150 | 535.810 | 539.960 | 34.54 | 143.34 | 18,650.21 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 439.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 143.00 | 143.000 | 0.000 | 0.000 | 108.82 | 0.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 817.00 | 817.000 | 896.570 | 896.570 | 90.82 | 81,426.48 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 221.00 | 221.000 | 364.370 | 364.370 | 108.82 | 39,650.74 | |||
| 0070 | CULVERT PIPE-18 INCH | 00462 | LF | 59.00 | 59.000 | 59.000 | 59.000 | 53.00 | 3,127.00 | |||
| 0080 | STORM SEWER PIPE-18 INCH | 00522 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 53.00 | 5,830.00 | |||
| 0090 | STORM SEWER PIPE-24 INCH | 00524 | LF | 257.00 | 257.000 | 257.000 | 257.000 | 114.00 | 29,298.00 | |||
| 0100 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0110 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0120 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,200.00 | 16,800.00 | |||
| 0130 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0140 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0150 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 316.00 | 316.000 | 316.000 | 316.000 | 47.00 | 14,852.00 | |||
| 0160 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 40.00 | 1,000.00 | |||
| 0170 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0180 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 32.00 | 32.000 | 32.000 | 32.000 | 93.00 | 2,976.00 | |||
| 0190 | TEMPORARY DITCH | 02159 | LF | 477.00 | 477.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0200 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 75.00 | 75.000 | 75.000 | 75.000 | 60.00 | 4,500.00 | |||
| 0210 | EMBANKMENT IN PLACE | 02230 | CUYD | 672.00 | 672.000 | 672.000 | 672.000 | 52.00 | 34,944.00 | |||
| 0220 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 350.00 | 350.000 | 485.000 | 485.000 | 20.00 | 9,700.00 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 9.000 | 9.000 | 60.00 | 540.00 | |||
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0270 | TEMPORARY GUARDRAIL | 02397 | LF | 287.50 | 287.500 | 392.500 | 392.500 | 12.00 | 4,710.00 | |||
| 0280 | SEPTIC TANK TREATMENT | 02404 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0290 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 85.00 | 170.00 | |||
| 0300 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 85.00 | 765.00 | |||
| 0310 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0320 | CHANNEL LINING CLASS II | 02483 | TON | 57.00 | 57.000 | 27.250 | 27.250 | 30.00 | 817.50 | |||
| 0330 | CLEARING AND GRUBBING .9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,800.00 | 16,800.00 | |||
| 0340 | CONCRETE-CLASS B | 02555 | CUYD | 84.00 | 84.000 | 84.000 | 84.000 | 527.00 | 44,268.00 | |||
| 0350 | SIGNS | 02562 | SQFT | 260.00 | 260.000 | 260.000 | 260.000 | 10.00 | 2,600.00 | |||
| 0360 | EDGE KEY | 02585 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 73.80 | 4,575.60 | |||
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0380 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,000.00 | 36,000.00 | |||
| 0390 | SAFELOADING | 02690 | CUYD | 14.00 | 14.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 0400 | TEMPORARY SILT FENCE | 02701 | LF | 1,088.00 | 1,088.000 | 400.000 | 400.000 | 2.00 | 800.00 | |||
| 0410 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0420 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,176.00 | 2,176.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0460 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 100.00 | 100.000 | 100.000 | 100.000 | 95.00 | 9,500.00 | |||
| 0470 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0480 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 0.000 | -0.244 | 0.244 | 0.000 | 15,200.00 | -3,708.80 | 0.00 | |
| 0490 | EROSION CONTROL BLANKET | 05950 | SQYD | 190.00 | 190.000 | 360.000 | 360.000 | 2.50 | 900.00 | |||
| 0500 | TEMPORARY MULCH | 05952 | SQYD | 4,356.00 | 4,356.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0510 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,356.00 | 4,356.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0520 | TOPDRESSING FERTILIZER | 05966 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0530 | SEEDING AND PROTECTION | 05985 | SQYD | 4,356.00 | 4,356.000 | 1,500.000 | 1,500.000 | 0.40 | 600.00 | |||
| 0540 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 600.00 | 600.000 | 400.000 | 400.000 | 0.25 | 100.00 | |||
| 0550 | SODDING | 05990 | SQYD | 200.00 | 200.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0560 | CONCRETE-CLASS A | 08100 | CUYD | 1.35 | 1.350 | 1.350 | 1.350 | 1,000.00 | 1,350.00 | |||
| 0570 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 8.000 | 8.000 | 2.00 | 16.00 | |||
| 0580 | SILT TRAP TYPE C | 20496NS843 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0590 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0600 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 8000 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 800.000 | 800.000 | 800.000 | 1.50 | 1,200.00 | |||
| 8001 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 800.000 | 1,775.000 | 1,775.000 | 2.00 | 3,550.00 | |||
| 8004 | DROP BOX INLET TYPE 3 MODIFIED | 01497 | EACH | 0.00 | 1,400.000 | 1,400.000 | 0.000 | 1,400.000 | 1.00 | 1,400.00 | 1,400.00 | |
| 8005 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -26,600.000 | 0.000 | -26,600.000 | 1.00 | -26,600.00 | -26,600.00 | |
| Project | DE06701130705 | Fed/State Project Number | BRZ 1203 (257) | Category | 0002 BRIDGE | |||||||
| 0610 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 120.00 | 120.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0620 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 49.00 | 49.000 | 49.000 | 49.000 | 67.00 | 3,283.00 | |||
| 0630 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 530.00 | 530.000 | 530.000 | 530.000 | 2.00 | 1,060.00 | |||
| 0640 | HANDRAIL-TYPE A-1 | 02611 | LF | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0650 | MASONRY COATING | 02998 | SQYD | 320.00 | 320.000 | 320.000 | 320.000 | 10.00 | 3,200.00 | |||
| 0660 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 54.30 | 54.300 | 54.300 | 54.300 | 65.00 | 3,529.50 | |||
| 0670 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 84.00 | 92.000 | 92.000 | 92.000 | 1.00 | 92.00 | |||
| 0680 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 77,000.00 | 77,000.00 | |||
| 0690 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 375.00 | 375.000 | 479.640 | 479.640 | 25.00 | 11,991.00 | |||
| 0700 | TEST PILES | 08033 | LF | 50.00 | 50.000 | 51.625 | 51.625 | 70.00 | 3,613.75 | |||
| 0710 | PILES-STEEL HP12X53 | 08046 | LF | 198.00 | 198.000 | 238.710 | 238.710 | 70.00 | 16,709.70 | |||
| 0720 | PILE POINTS-12 INCH | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 110.00 | 1,320.00 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 136.50 | 136.500 | 136.500 | 136.500 | 756.00 | 103,194.00 | |||
| 0740 | CONCRETE-CLASS AA | 08104 | CUYD | 205.00 | 205.000 | 205.000 | 205.000 | 595.00 | 121,975.00 | |||
| 0750 | STEEL REINFORCEMENT | 08150 | LB | 18,256.00 | 18,256.000 | 18,251.700 | 18,251.700 | 1.16 | 21,171.97 | |||
| 0760 | STEEL REINF-EPOXY COATED | 08151 | LB | 44,237.00 | 44,237.000 | 44,237.000 | 44,237.000 | 1.15 | 50,872.55 | |||
| 0770 | STRUCTURAL STEEL 852 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0780 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | LF | 122.50 | 122.500 | 122.500 | 122.500 | 55.00 | 6,737.50 | |||
| 0790 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 476.20 | 476.200 | 476.200 | 476.200 | 234.00 | 111,430.80 | |||
| 8002 | MASS CONCRETE Foundation Undercut | 10040NS | DOLL | 0.00 | 8.000 | 8.000 | 8.000 | 230.00 | 1,840.00 | |||
| 8003 | REMOVE STRUCTURE ADJUSTED SALVAGE | 02731 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,700.00 | 3,700.00 | 3,700.00 | |
| Project | DE06701130705 | Fed/State Project Number | BRZ 1203 (257) | Category | 0003 DEMOBILIZATION | |||||||
| 0800 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 14,910.00 | 14,910.00 | 14,910.00 | |
| SUBTOT | $-10,155.45 |
$964,997.32 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0790-1-0I |
BOX BEAM, B | LF |
476.20 | 0006 | $132.96400 | $63,317.45 | ||||||
0790-1-0A |
BOX BEAM, B | LF |
476.20 | 0010 | $132.964000 | $-63,317.45 | ||||||
| SUBTOT | $0.00 |
|||||||||||