|
Report_Id: 111003 Est NO 0009 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111003 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | GARRISON CONSTRUCTION COMPANY INC | ADDR SN 2 VC Code VC0000132790 | |||||
| 6960 GREENSBURG ROAD | |||||||
| GREENSBURG , KY , 42743 | |||||||
| Pay Period | 10/10/2011 TO 12/18/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE09812911103 | ||||||
| Project No. | BRZ 1203(315) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | LONG BRANCH ROAD (CR 1291) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES ON LONG BRANCH ROAD OVER ISLAND CREEK 0.1 M SOUTH OF KY 3416 NEAR PIGEON | ||||||
| Date Let | 01/28/2011 | Formal Acceptance | 10/04/2011 | ||||
| Date Awarded | 02/25/2011 | Date Work Began | 04/15/2011 | ||||
| Date Contract Executed | 03/16/2011 | Open To Traffic | 10/04/2011 | ||||
| Date NTP Issued | 03/16/2011 | Actual Completion Date | 10/04/2011 | ||||
| Current Contract Amount | $420,680.55 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $387,030.50 |
Total Earnings | $400,686.96 |
$397,187.61 |
$3,499.35 |
|
| Percent Complete | 95.25 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $19,993.59 |
Gross Earnings | $400,686.96 |
$397,187.61 |
$3,499.35 |
|
| Total Change Orders | $33,650.05 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $400,686.96 |
$397,187.61 |
$3,499.35 |
|||
| Contract Id | 111003 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0009 | Project Number | BRZ 1203(315) | |||||||
| Contractor | GARRISON CONSTRUCTION COMPANY INC | Period | 10/10/2011 TO 12/18/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Metric Sheet Piling and Additional Working Days | Approved | 09/09/2011 | $26,685.12 | 15.0 | |||||
| 002 | Mass Concrete | Approved | 10/04/2011 | $6,964.93 | 0.0 | |||||
| 003 | Liquidated Damages Override | Approved | 01/06/2012 | $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 | 111003 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09812911103 | ||||||
| Estimate Nbr | 0009 | Period | 10/10/2011 TO 12/18/2011 | |||||||
| Contractor | GARRISON CONSTRUCTION COMPANY INC | |||||||||
| Project | DE09812911103 | Fed/State Project Number | BRZ 1203(315) | Category | 0001 BRIDGE- CULVERT | |||||||
| 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 | ALUMINUM STRUCTURAL PLATE BOX CULVERT | 20694EN | LF | 36.00 | 36.000 | 36.000 | 36.000 | 4,500.00 | 162,000.00 | |||
| 8001 | SHEET PILING Contech Metric | 21600EN | LF | 0.00 | 672.000 | 478.120 | 478.120 | 39.71 | 18,986.14 | |||
| 8002 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 23.500 | 23.500 | 23.500 | 296.38 | 6,964.93 | |||
| Project | DE09812911103 | Fed/State Project Number | BRZ 1203(315) | Category | 0002 ROADWAY | |||||||
| 0020 | DGA BASE | 00001 | TON | 258.00 | 258.000 | 409.580 | 409.580 | 42.00 | 17,202.36 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.64 | 4.640 | 0.000 | 0.000 | 516.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 139.00 | 139.000 | 126.800 | 126.800 | 190.00 | 24,092.00 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.56 | 0.560 | 0.000 | 0.000 | 2,510.00 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 31.00 | 31.000 | 41.000 | 41.000 | 220.00 | 9,020.00 | |||
| 0070 | CULVERT PIPE-15 IN | 00461 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 52.00 | 1,352.00 | |||
| 0080 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0090 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0100 | TEMP DITCH | 02159 | LF | 332.00 | 332.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0110 | SPECIAL EXCAVATION | 02204 | CUYD | 210.00 | 210.000 | 210.000 | 210.000 | 17.00 | 3,570.00 | |||
| 0120 | EMBANKMENT IN PLACE | 02230 | CUYD | 294.00 | 294.000 | 294.000 | 294.000 | 30.00 | 8,820.00 | |||
| 0130 | WATER | 02242 | MGAL | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0140 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 200.00 | 200.000 | 242.750 | 242.750 | 24.50 | 5,947.37 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0160 | SEPTIC TANK TREATMENT | 02404 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 95.00 | 855.00 | |||
| 0180 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 75.00 | 675.00 | |||
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 299.00 | 299.000 | 74.250 | 277.480 | 351.730 | 49.00 | 3,638.25 | 17,234.77 | |
| 0200 | CLEARING AND GRUBBING 0.18 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0210 | SIGNS | 02562 | SQFT | 199.50 | 199.500 | 158.500 | 158.500 | 10.00 | 1,585.00 | |||
| 0220 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 609.00 | 609.000 | -27.780 | 609.000 | 581.220 | 5.00 | -138.90 | 2,906.10 | |
| 0230 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 29.00 | 29.000 | 29.000 | 29.000 | 2.00 | 58.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0250 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,000.00 | 57,000.00 | |||
| 0260 | TEMP SILT FENCE | 02701 | LF | 332.00 | 332.000 | 96.000 | 96.000 | 5.00 | 480.00 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0280 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0290 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0300 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0310 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0330 | CLEAN TEMP SILT FENCE | 02709 | LF | 996.00 | 996.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0340 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0350 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0360 | EROSION CONTROL BLANKET | 05950 | SQYD | 80.00 | 80.000 | 66.670 | 66.670 | 4.00 | 266.68 | |||
| 0370 | TEMP MULCH | 05952 | SQYD | 1,510.00 | 1,510.000 | 1,252.790 | 1,252.790 | 0.22 | 275.61 | |||
| 0380 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,510.00 | 1,510.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0390 | TOPDRESSING FERTILIZER | 05966 | TON | 0.05 | 0.050 | 0.050 | 0.050 | 4,000.00 | 200.00 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 860.00 | 860.000 | 725.611 | 725.611 | 1.95 | 1,414.94 | |||
| 0410 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 120.00 | 120.000 | 229.167 | 229.167 | 0.75 | 171.87 | |||
| 0420 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 252.00 | 252.000 | 177.730 | 177.730 | 55.00 | 9,775.15 | |||
| 0430 | CONCRETE-CLASS A | 08100 | CUYD | 1.20 | 1.200 | 1.200 | 1.200 | 1,150.00 | 1,380.00 | |||
| 0440 | STEEL REINFORCEMENT | 08150 | LB | 12.00 | 12.000 | 12.000 | 12.000 | 11.00 | 132.00 | |||
| 0450 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 97.00 | 2,522.00 | |||
| 8000 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09812911103 | Fed/State Project Number | BRZ 1203(315) | Category | 0003 DEMOBILIZATION | |||||||
| 0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,719.66 | 0.00 | |||
| SUBTOT | $3,499.35 |
$400,686.94 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0010-1-0I |
STRUCT. ALUM. PLATE | LF |
36.00 | 0002 | $2620.540000 | $89,622.63 | ||||||
0010-1-0A |
STRUCT. ALUM. PLATE | LF |
18.00 | 0005 | $2620.540000 | $-44,811.31 | ||||||
0010-1-0A |
STRUCT. ALUM. PLATE | LF |
9.00 | 0006 | $2620.540000 | $-22,405.66 | ||||||
0010-1-0A |
STRUCT. ALUM. PLATE | LF |
9.00 | 0008 | $2620.540000 | $-22,405.66 | ||||||
| SUBTOT | $0.00 |
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