|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/11/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091029 | Estimate Number | 0011 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07320) Marks, Eric D. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 04/07/2011 TO 04/03/2013 | ||||||
| Date Approved | 06/11/2013 | ||||||
| Primary Proj Number | DE07600250929 | ||||||
| Project No. | ARRA 5192 (004) | ||||||
| Primary County | MADISON | ||||||
| Name of Road | LEXINGTON-RICHMOND ROAD (US 25) | ||||||
| Description | CONSTRUCT LEFT TURN LANE ON US 25 AT KY 1156 | ||||||
| Date Let | 07/24/2009 | Formal Acceptance | 06/18/2010 | ||||
| Date Awarded | 08/06/2009 | Date Work Began | 09/10/2009 | ||||
| Date Contract Executed | 08/18/2009 | Open To Traffic | 06/18/2010 | ||||
| Date NTP Issued | 08/18/2009 | Actual Completion Date | 06/18/2010 | ||||
| Current Contract Amount | $1,041,049.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $906,201.86 |
Total Earnings | $1,040,159.26 |
$1,023,185.70 |
$16,973.56 |
|
| Percent Complete | 99.91 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $890.34 |
Gross Earnings | $1,040,159.26 |
$1,023,185.70 |
$16,973.56 |
|
| Total Change Orders | $134,847.74 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,040,159.26 |
$1,023,185.70 |
$16,973.56 |
|||
| Contract Id | 091029 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0011 | Project Number | ARRA 5192 (004) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 04/07/2011 TO 04/03/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Undercut, Safeloading, Edge Key | Approved | 05/10/2010 | $95,421.10 | 0.0 | |||||
| 002 | ARRA reporting notes | Approved | 04/13/2010 | $0.00 | 0.0 | |||||
| 003 | Erosion Control and Traffic Control Overrun | Approved | 02/09/2011 | $39,426.64 | 215.0 | |||||
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 | 091029 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07600250929 | |||||||
| Estimate Nbr | 0011 | Period | 04/07/2011 TO 04/03/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07600250929 | Fed/State Project Number | ARRA 5192 (004) | 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 | 5,091.00 | 5,998.250 | 5,998.250 | 5,998.250 | 22.15 | 132,861.23 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 22.15 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 22.00 | 22.000 | 94.250 | 94.250 | 75.00 | 7,068.75 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,973.00 | 5,973.000 | 6,418.110 | 6,418.110 | 60.75 | 389,900.18 | |||
| 0050 | ENTRANCE PIPE-15 IN | 00440 | LF | 180.00 | 180.000 | 208.000 | 208.000 | 29.50 | 6,136.00 | |||
| 0060 | CULVERT PIPE-18 IN | 00462 | LF | 260.50 | 260.500 | 260.500 | 260.500 | 67.00 | 17,453.50 | |||
| 0070 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 107.50 | 107.500 | 107.500 | 107.500 | 72.00 | 7,740.00 | |||
| 0080 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,035.00 | 6,105.00 | |||
| 0090 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,260.00 | 2,260.00 | |||
| 0100 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0110 | STANDARD CURB AND GUTTER | 01810 | LF | 52.00 | 52.000 | 74.000 | 0.000 | 74.000 | 45.00 | 3,330.00 | 3,330.00 | |
| 0120 | LIP CURB AND GUTTER MOD | 01821 | LF | 40.00 | 40.000 | 92.000 | 92.000 | 45.00 | 4,140.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 3,350.00 | 3,350.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 8,112.00 | 10,168.550 | 10,168.550 | 10,168.550 | 16.70 | 169,814.78 | |||
| 0150 | WATER | 02242 | MGAL | 16.00 | 16.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 462.50 | 787.500 | 787.500 | 787.500 | 15.80 | 12,442.50 | |||
| 0170 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 52.50 | 105.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 4.000 | 4.000 | 4.000 | 2,310.00 | 9,240.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 78.75 | 1,653.75 | |||
| 0200 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 68.25 | 204.75 | |||
| 0210 | CHANNEL LINING CLASS II | 02483 | TON | 234.00 | 234.000 | 234.610 | 234.610 | 29.50 | 6,920.99 | |||
| 0220 | CLEARING AND GRUBBING 5.13 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 0230 | SIGNS | 02562 | SQFT | 271.00 | 271.000 | 171.000 | 171.000 | 13.34 | 2,281.14 | |||
| 0240 | EDGE KEY | 02585 | LF | 20.50 | 20.500 | 20.500 | 20.500 | 35.00 | 717.50 | |||
| 0250 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,071.00 | 1,071.000 | 370.300 | 370.300 | 2.00 | 740.60 | |||
| 0260 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,750.00 | 17,750.00 | |||
| 0270 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 41,815.00 | 41,815.00 | |||
| 0280 | TEMP SILT FENCE | 02701 | LF | 775.00 | 1,432.000 | 1,432.000 | 1,432.000 | 2.25 | 3,222.00 | |||
| 0290 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0300 | SILT TRAP TYPE B | 02704 | EACH | 33.00 | 33.000 | 13.000 | 13.000 | 145.00 | 1,885.00 | |||
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0330 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0340 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0350 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,550.00 | 1,550.000 | 25.000 | 25.000 | 2.25 | 56.25 | |||
| 0360 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,350.00 | 7,350.00 | |||
| 0370 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,896.00 | 3,520.000 | 3,520.500 | 3,520.500 | 1.26 | 4,435.83 | |||
| 0380 | TEMP MULCH | 05952 | SQYD | 24,800.00 | 24,800.000 | 16,945.500 | 16,945.500 | 0.21 | 3,558.55 | |||
| 0390 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,377.00 | 1,377.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 13,768.00 | 13,768.000 | 13,768.000 | 13,768.000 | 0.40 | 5,507.20 | |||
| 0410 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 8,732.00 | 18,870.000 | 18,870.000 | 18,870.000 | 0.25 | 4,717.50 | |||
| 0420 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,931.00 | 10,395.000 | 10,395.000 | 10,395.000 | 0.25 | 2,598.75 | |||
| 0430 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0440 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 66.00 | 66.000 | 75.000 | 75.000 | 8.40 | 630.00 | |||
| 0450 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 267.00 | 267.000 | 260.000 | 260.000 | 5.25 | 1,365.00 | |||
| 0460 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 73.50 | 367.50 | |||
| 0470 | CONCRETE-CLASS A | 08100 | CUYD | 3.70 | 3.700 | 2.790 | 2.790 | 1,200.00 | 3,348.00 | |||
| 0480 | STEEL REINFORCEMENT | 08150 | LB | 24.00 | 24.000 | 24.000 | 24.000 | 1.00 | 24.00 | |||
| 0490 | FUEL ADJUSTMENT | 10020NS | DOLL | 6,915.00 | 6,915.000 | 4,924.460 | 4,924.460 | 1.00 | 4,924.46 | |||
| 0500 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,836.00 | 12,836.000 | -468.900 | -468.900 | 1.00 | -468.90 | |||
| 0510 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 886.00 | 886.000 | 856.700 | 856.700 | 72.65 | 62,239.25 | |||
| 0520 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 368.00 | 368.000 | 368.000 | 368.000 | 8.66 | 3,186.88 | |||
| 240 | EDGE KEY | 02585 | LF | 0.00 | 150.000 | 145.500 | 145.500 | 35.00 | 5,092.50 | |||
| 8001 | SAFELOADING | 02690 | CUYD | 0.00 | 15.000 | 12.400 | 12.400 | 150.00 | 1,860.00 | |||
| 8002 | GRANULAR EMBANKMENT | 02223 | CUYD | 0.00 | 2,057.650 | 2,057.650 | 2,057.650 | 23.10 | 47,531.71 | |||
| 8003 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 3,900.000 | 3,808.700 | 3,808.700 | 1.55 | 5,903.48 | |||
| 8004 | WOOD PLANK FENCE Privacy Fence | 22000ED | LF | 0.00 | 72.000 | 72.000 | 0.000 | 72.000 | 7.48 | 538.56 | 538.56 | |
| Project | DE07600250929 | Fed/State Project Number | ARRA 5192 (004) | Category | 0002 DEMOB AND MOB | |||||||
| 0530 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 13,105.00 | 13,105.00 | 13,105.00 | |
| SUBTOT | $16,973.56 |
$1,040,159.23 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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