|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071032 | Estimate Number | 0029 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07320) Simpson, Matthew P., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 10/20/2011 TO 11/03/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE07608760732 | ||||||
| Project No. | FD04 076 0876 001-002 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | BARNES MILL ROAD (KY 876) | ||||||
| Description | RECONSTRUCT/IMPROVE KY 876 BARNES MILL ROAD-WINERY SECTION | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | 09/18/2009 | ||||
| Date Awarded | 09/24/2007 | Date Work Began | 11/06/2007 | ||||
| Date Contract Executed | 10/01/2007 | Open To Traffic | 08/18/2008 | ||||
| Date NTP Issued | 10/01/2007 | Actual Completion Date | 08/18/2008 | ||||
| Current Contract Amount | $2,673,374.53 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,457,932.28 |
Total Earnings | $2,463,144.15 |
$2,454,136.65 |
$9,007.50 |
|
| Percent Complete | 92.14 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $210,230.38 |
Gross Earnings | $2,463,144.15 |
$2,454,136.65 |
$9,007.50 |
|
| Total Change Orders | $215,442.25 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,463,144.15 |
$2,454,136.65 |
$9,007.50 |
|||
| Contract Id | 071032 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0029 | Project Number | FD04 076 0876 001-002 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 10/20/2011 TO 11/03/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Water Line Relocation | Approved | 03/19/2008 | $13,483.75 | 0.0 | |||||
| 002 | Erosion Control Blanket, Mass Concrete | Approved | 06/12/2008 | $16,865.28 | 0.0 | |||||
| 003 | Incentive/Disincentive Override | Approved | 08/07/2008 | $0.00 | 0.0 | |||||
| 004 | Fuel and Asphalt Adjustment | Approved | 10/15/2008 | $96,156.57 | 0.0 | |||||
| 005 | Additional Excavation due to Slope Changes | Approved | 03/19/2009 | $88,936.65 | 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 | 071032 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07608760732 | |||||||
| Estimate Nbr | 0029 | Period | 10/20/2011 TO 11/03/2011 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07608760732 | Fed/State Project Number | FD04 076 0876 001-002 | Category | 0001 BRIDGE | |||||||
| 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 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 185.00 | 185.000 | 63.370 | 63.370 | 38.00 | 2,408.06 | |||
| 0020 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 184.00 | 184.000 | 56.000 | 56.000 | 50.00 | 2,800.00 | |||
| 0030 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0040 | CONCRETE-CLASS A | 08100 | CUYD | 747.00 | 747.000 | 747.000 | 747.000 | 300.00 | 224,100.00 | |||
| 0050 | STEEL REINFORCEMENT | 08150 | LB | 99,740.00 | 99,740.000 | 99,740.000 | 99,740.000 | 0.89 | 88,768.60 | |||
| 8009 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 50.000 | 138.000 | 138.000 | 159.00 | 21,942.00 | |||
| Project | DE07608760732 | Fed/State Project Number | FD04 076 0876 001-002 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0060 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0070 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 36,030.00 | 9,007.50 | 36,030.00 | |
| Project | DE07608760732 | Fed/State Project Number | FD04 076 0876 001-002 | Category | 0003 ROADWAY | |||||||
| 0080 | CRUSHED STONE BASE | 00003 | TON | 3,452.00 | 3,452.000 | 4,418.930 | 4,418.930 | 23.50 | 103,844.85 | |||
| 0090 | TRAFFIC BOUND BASE | 00020 | TON | 353.00 | 353.000 | 230.970 | 230.970 | 23.50 | 5,427.79 | |||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,007.00 | 4,007.000 | 4,092.250 | 4,092.250 | 55.25 | 226,096.81 | |||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 921.00 | 921.000 | 970.780 | 970.780 | 62.45 | 60,625.21 | |||
| 0120 | ENTRANCE PIPE-15 INCH | 00440 | LF | 191.00 | 191.000 | 173.000 | 173.000 | 29.50 | 5,103.50 | |||
| 0130 | ENTRANCE PIPE-30 INCH | 00445 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 55.00 | 8,800.00 | |||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 88.00 | 10,560.00 | |||
| 0150 | STORM SEWER PIPE-18 INCH | 00522 | LF | 119.00 | 119.000 | 119.000 | 119.000 | 61.00 | 7,259.00 | |||
| 0160 | PERFORATED PIPE-4 INCH | 01000 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0170 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0180 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0190 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0200 | REMOVE PIPE | 01310 | LF | 273.00 | 273.000 | 153.000 | 153.000 | 9.16 | 1,401.48 | |||
| 0210 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,995.00 | 7,990.00 | |||
| 0220 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0230 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 225.00 | 1,350.00 | |||
| 0240 | REMOVE PAVEMENT | 02091 | SQYD | 6,554.00 | 6,554.000 | 4,210.000 | 4,210.000 | 2.00 | 8,420.00 | |||
| 0250 | TEMPORARY DITCH | 02159 | LF | 1,903.00 | 1,903.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0260 | ROADWAY EXCAVATION | 02200 | CUYD | 120,565.00 | 136,306.000 | 136,306.000 | 136,306.000 | 5.65 | 770,128.90 | |||
| 0270 | GRANULAR EMBANKMENT | 02223 | CUYD | 20,000.00 | 20,000.000 | 12,474.130 | 12,474.130 | 19.00 | 237,008.47 | |||
| 0280 | WATER | 02242 | MGAL | 2.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,606.25 | 2,606.250 | 2,537.500 | 2,537.500 | 16.50 | 41,868.75 | |||
| 0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 45.00 | 135.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0320 | REMOVE GUARDRAIL | 02381 | LF | 2,551.00 | 2,551.000 | 2,551.000 | 2,551.000 | 1.30 | 3,316.30 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,900.00 | 7,600.00 | |||
| 0340 | TEMPORARY GUARDRAIL | 02397 | LF | 600.00 | 600.000 | 566.000 | 566.000 | 10.60 | 5,999.60 | |||
| 0350 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 51.00 | 51.000 | 50.000 | 50.000 | 75.00 | 3,750.00 | |||
| 0360 | CHANNEL LINING CLASS IA | 02482 | TON | 102.00 | 102.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0370 | CHANNEL LINING CLASS II | 02483 | TON | 1,397.00 | 1,397.000 | 2,236.510 | 2,236.510 | 25.00 | 55,912.75 | |||
| 0380 | CHANNEL LINING CLASS III | 02484 | TON | 4,512.00 | 4,512.000 | 3,952.360 | 3,952.360 | 25.75 | 101,773.27 | |||
| 0390 | CLEARING AND GRUBBING 12.2 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 82,500.00 | 82,500.00 | |||
| 0400 | SIGNS | 02562 | SQFT | 599.20 | 599.200 | 537.200 | 537.200 | 7.50 | 4,029.00 | |||
| 0410 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,000.00 | 10,000.000 | 80.000 | 80.000 | 1.45 | 116.00 | |||
| 0430 | RETAINING WALL-GABION | 02610 | CUYD | 49.00 | 49.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,250.00 | 27,250.00 | |||
| 0450 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0460 | TEMPORARY SILT FENCE | 02701 | LF | 5,705.00 | 5,705.000 | 800.000 | 800.000 | 3.00 | 2,400.00 | |||
| 0470 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0480 | SILT TRAP TYPE B | 02704 | EACH | 13.00 | 13.000 | 7.000 | 7.000 | 165.00 | 1,155.00 | |||
| 0490 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0500 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 39.00 | 39.000 | 9.000 | 9.000 | 38.00 | 342.00 | |||
| 0510 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 11,415.00 | 11,415.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0520 | SHOULDERING | 02714 | LF | 3,805.00 | 3,805.000 | 3,805.000 | 3,805.000 | 1.75 | 6,658.75 | |||
| 0530 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,500.00 | 19,500.00 | |||
| 0540 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,400.00 | 8,400.00 | |||
| 0550 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,917.00 | 17,346.400 | 23,003.000 | 23,003.000 | 1.20 | 27,603.60 | |||
| 0560 | TEMPORARY MULCH | 05952 | SQYD | 59,711.00 | 59,711.000 | 41,478.000 | 41,478.000 | 0.13 | 5,392.14 | |||
| 0570 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,200.00 | 7,200.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0580 | TOPDRESSING FERTILIZER | 05966 | TON | 2.50 | 2.500 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0590 | SEEDING AND PROTECTION | 05985 | SQYD | 35,845.00 | 35,845.000 | 54,104.200 | 54,104.200 | 0.29 | 15,690.21 | |||
| 0600 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 5,000.00 | 5,000.000 | 30,682.000 | 30,682.000 | 0.18 | 5,522.76 | |||
| 0610 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,442.00 | 30,442.000 | 8,119.000 | 8,119.000 | 0.16 | 1,299.04 | |||
| 0620 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 15,221.00 | 15,221.000 | 15,175.000 | 15,175.000 | 0.17 | 2,579.75 | |||
| 0630 | CONCRETE-CLASS A | 08100 | CUYD | 4.29 | 4.290 | 4.290 | 4.290 | 1,075.00 | 4,611.75 | |||
| 0640 | STEEL REINFORCEMENT | 08150 | LB | 289.00 | 289.000 | 289.000 | 289.000 | 1.00 | 289.00 | |||
| 0650 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 9,856.00 | 9,856.000 | 1,306.835 | 1,306.835 | 1.00 | 1,306.83 | |||
| 0660 | FUEL ADJUSTMENT | 10020NS | DOLL | 21,733.00 | 59,470.970 | 66,375.050 | 66,375.050 | 1.00 | 66,375.05 | |||
| 0670 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 8,870.00 | 67,288.600 | 61,670.380 | 61,670.380 | 1.00 | 61,670.38 | |||
| 0680 | SILT TRAP TYPE C | 20496NS843 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0700 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0710 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 2,025.00 | 2,025.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8000 | MOBILIZATION Waterline/Utility Mobillization | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 8001 | RELOCATE WATERLINE 4 IN PVC CL200 | 03429 | LF | 0.00 | 60.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 8002 | RELOCATE WATERLINE 1 IN PE Service Line | 03429 | LF | 0.00 | 105.000 | 150.000 | 150.000 | 9.75 | 1,462.50 | |||
| 8003 | RELOCATE WATER METER I inch | 03431 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
| 8004 | PVC PIPE-2 INCH Service Line Encasement | 03381 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 23.25 | 930.00 | |||
| 8005 | TAPPING SADDLE-CORP STOP & TAP 4 IN X I IN | 22853NN | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 590.00 | 590.00 | |||
| 8006 | RECONNECT TO MAIN 4 IN | 03438 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 8007 | BLOW OFF ASSEMBLY 4 inch | 20155EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 8008 | REMOVE ROCK MECHANICAL FOR WATERLINE | 20157EC | CUYD | 0.00 | 35.000 | 7.400 | 7.400 | 125.00 | 925.00 | |||
| 8010 | INCENTIVE/DISINCENTIVE | 02571 | DOLL | 0.00 | 0.001 | -1,000.000 | -1,000.000 | 1.00 | -1,000.00 | |||
| SUBTOT | $9,007.50 |
$2,463,144.12 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||