|
Report_Id: 121309 Est NO 0004 |
Date:05/13/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121309 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Collins, Philip L. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/09/2012 TO 05/01/2013 | ||||||
| Date Approved | 05/13/2013 | ||||||
| Primary Proj Number | DE05701691209 | ||||||
| Project No. | STPM 5191 (005) | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | KEENE ROAD (KY 169) | ||||||
| Description | REPLACE CULVERT ON KY 169 OVER EAST FORK OF CLEAR CREEK 0.5 MILE WEST OF US 68 | ||||||
| Date Let | 05/18/2012 | Formal Acceptance | |||||
| Date Awarded | 05/25/2012 | Date Work Began | 06/18/2012 | ||||
| Date Contract Executed | 06/14/2012 | Open To Traffic | |||||
| Date NTP Issued | 06/14/2012 | Actual Completion Date | 08/03/2012 | ||||
| Current Contract Amount | $247,675.68 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $246,278.68 |
Total Earnings | $238,264.57 |
$236,491.90 |
$1,772.67 |
|
| Percent Complete | 96.20 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $9,411.11 |
Gross Earnings | $238,264.57 |
$236,491.90 |
$1,772.67 |
|
| Total Change Orders | $1,397.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $238,264.57 |
$236,491.90 |
$1,772.67 |
|||
| Contract Id | 121309 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0004 | Project Number | STPM 5191 (005) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 08/09/2012 TO 05/01/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Erosion Control Blanket | Approved | 04/30/2013 | $1,397.00 | 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 | 121309 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05701691209 | ||||||
| Estimate Nbr | 0004 | Period | 08/09/2012 TO 05/01/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE05701691209 | Fed/State Project Number | STPM 5191 (005) | 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 | |
| 1001 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 50.00 | 600.00 | |||
| 1002 | REMOVE GUARDRAIL | 02381 | LF | 715.00 | 715.000 | 712.500 | 712.500 | 2.89 | 2,059.12 | |||
| 1003 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,380.00 | 2,380.000 | 2,380.000 | 2,380.000 | 16.75 | 39,865.00 | |||
| 1004 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 700.00 | 700.000 | 700.000 | 700.000 | 16.75 | 11,725.00 | |||
| 1005 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 36.75 | 36.75 | |||
| 1006 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,310.00 | 2,310.00 | |||
| 1007 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 84.00 | 840.00 | |||
| 1008 | CHANNEL LINING CLASS II | 02483 | TON | 28.00 | 28.000 | 24.040 | 24.040 | 35.00 | 841.40 | |||
| 1009 | CLEARING AND GRUBBING (0.70 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,400.00 | 8,400.00 | |||
| 1010 | SIGNS | 02562 | SQFT | 268.00 | 268.000 | 361.250 | 361.250 | 7.90 | 2,853.87 | |||
| 1011 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 2,840.00 | 2,556.00 | |||
| 1012 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,215.00 | 3,215.00 | |||
| 1013 | TEMP MULCH | 05952 | SQYD | 3,392.00 | 3,392.000 | 4,698.000 | 4,698.000 | 0.01 | 46.98 | |||
| 1014 | TOPDRESSING FERTILIZER | 05966 | TON | 0.18 | 0.180 | 0.275 | 0.275 | 1,732.50 | 476.43 | |||
| 1015 | SEEDING AND PROTECTION | 05985 | SQYD | 3,392.00 | 3,392.000 | 4,698.000 | 4,698.000 | 0.53 | 2,489.94 | |||
| 1016 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,200.00 | 2,200.000 | 1,102.000 | 1,102.000 | 0.68 | 749.36 | |||
| 1017 | PORTABLE CHANGEABLE MESSAGE SIGN (REVISED: 5-14-12) | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 1018 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 368.00 | 368.000 | 50.000 | 50.000 | 15.00 | 750.00 | |||
| 1019 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,110.00 | 1,110.000 | 228.000 | 228.000 | 1.40 | 319.20 | |||
| 1020 | WATER | 02242 | MGAL | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1021 | TEMP SILT FENCE | 02701 | LF | 550.00 | 550.000 | 196.000 | 196.000 | 3.00 | 588.00 | |||
| 1022 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,650.00 | 1,650.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1023 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 1024 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1025 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 1026 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1027 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1028 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1029 | PERFORATED PIPE-4 IN | 01000 | LF | 36.00 | 36.000 | 34.000 | 34.000 | 15.00 | 510.00 | |||
| 1030 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 20.00 | 160.00 | |||
| 1031 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
| 1032 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 72.45 | 724.50 | |||
| 1033 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 147.00 | 147.000 | 147.000 | 147.000 | 11.88 | 1,746.36 | |||
| 1034 | CONCRETE-CLASS A | 08100 | CUYD | 12.83 | 12.830 | 13.500 | 13.500 | 1,050.00 | 14,175.00 | |||
| 1035 | STEEL REINFORCEMENT | 08150 | LB | 796.00 | 796.000 | 794.000 | 794.000 | 0.75 | 595.50 | |||
| 1036 | PRECAST CONCRETE BOX CULVERT | 20092ES611 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 725.00 | 43,500.00 | |||
| 1037 | WATER GATE TYPE 1 | 02347 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,297.90 | 6,297.90 | |||
| 1038 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,200.00 | 6,200.00 | |||
| 8001 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 1,100.000 | 1,395.800 | 0.000 | 1,395.800 | 1.27 | 1,772.66 | 1,772.66 | |
| Project | DE05701691209 | Fed/State Project Number | STPM 5191 (005) | Category | 0002 PAVING | |||||||
| 2001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 84.00 | 84.000 | 100.720 | 100.720 | 125.00 | 12,590.00 | |||
| 2002 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 705.00 | 705.000 | 678.830 | 678.830 | 82.00 | 55,664.06 | |||
| 2003 | DGA BASE | 00001 | TON | 452.00 | 452.000 | 461.180 | 461.180 | 25.00 | 11,529.50 | |||
| Project | DE05701691209 | Fed/State Project Number | STPM 5191 (005) | Category | 0003 DEMOBILIZATION | |||||||
| 3001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,645.00 | 0.00 | |||
| SUBTOT | $1,772.66 |
$238,264.55 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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