|
Report_Id: 111307 Est NO 0080 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111307 | Estimate Number | 0080 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. | ||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | ADDR SN 3 VC Code VC0000019608 | |||||
| INC | |||||||
| 886 MCKINLEY AVE | |||||||
| COLUMBUS , OH , 43222 | |||||||
| Pay Period | 09/20/2014 TO 10/03/2014 | ||||||
| Date Approved | 10/13/2014 | ||||||
| Primary Proj Number | DE09800801107 | ||||||
| Project No. | APD 0806 (033) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | US 460-KY80 FROM BEAVER CREEK STATION TO THE VIRGINIA STATE LINE (SECTION 8B) | ||||||
| Date Let | 04/29/2011 | Formal Acceptance | |||||
| Date Awarded | 06/09/2011 | Date Work Began | 07/25/2011 | ||||
| Date Contract Executed | 06/24/2011 | Open To Traffic | |||||
| Date NTP Issued | 06/24/2011 | Actual Completion Date | |||||
| Current Contract Amount | $27,941,214.04 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $27,941,214.04 |
Total Earnings | $21,969,274.39 |
$21,397,444.16 |
$571,830.23 |
|
| Percent Complete | 78.64 |
Stockpiled Materials | $4,083.57 |
$4,083.57 |
$0.00 |
|
| Funds Available | $5,967,856.08 |
Gross Earnings | $21,973,357.96 |
$21,401,527.73 |
$571,830.23 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,973,357.96 |
$21,401,527.73 |
$571,830.23 |
|||
| Contract Id | 111307 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0080 | Project Number | APD 0806 (033) | |||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | Period | 09/20/2014 TO 10/03/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Time Extension | Approved | 01/30/2015 | $0.00 | 136.0 | |||||
| 002 | Liquidated Damages Override | Approved | 04/28/2015 | $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 | 111307 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRDR GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE09800801107 | ||||||
| Estimate Nbr | 0080 | Period | 09/20/2014 TO 10/03/2014 | |||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | |||||||||
| Project | DE09800801107 | Fed/State Project Number | APD 0806 (033) | Category | 0002 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 | |
| 2001 | TRAFFIC BOUND BASE | 00020 | TON | 400.00 | 400.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 2002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 2003 | PERFORATED PIPE-4 IN | 01000 | LF | 872.00 | 872.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 2004 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 613.00 | 613.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 2005 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 398.00 | 0.00 | |||
| 2006 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 2007 | REMOVE PIPE | 01310 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 6.00 | 1,380.00 | |||
| 2008 | TEMP DITCH | 02159 | LF | 11,779.00 | 11,779.000 | 17,249.000 | 17,249.000 | 1.00 | 17,249.00 | |||
| 2010 | WATER | 02242 | MGAL | 2,231.00 | 2,231.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 2011 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 22,024.00 | 22,024.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2012 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 2013 | WITNESS POST | 02432 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2014 | CHANNEL LINING CLASS IV | 02488 | CUYD | 24,640.00 | 24,640.000 | 1,668.870 | 2,061.220 | 3,730.090 | 13.00 | 21,695.31 | 48,491.17 | |
| 2015 | CEMENT | 02542 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2016 | CLEARING AND GRUBBING (235.2 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 855,000.00 | 812,250.00 | |||
| 2017 | SIGNS | 02562 | SQFT | 300.00 | 300.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 2019 | TEMP SILT FENCE | 02701 | LF | 11,779.00 | 11,779.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2020 | SILT TRAP TYPE A | 02703 | EACH | 235.00 | 235.000 | 11.000 | 11.000 | 175.00 | 1,925.00 | |||
| 2021 | SILT TRAP TYPE B | 02704 | EACH | 235.00 | 235.000 | 115.000 | 115.000 | 195.00 | 22,425.00 | |||
| 2022 | SILT TRAP TYPE C | 02705 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 2023 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5,645.00 | 5,645.000 | 22.000 | 22.000 | 10.00 | 220.00 | |||
| 2024 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5,645.00 | 5,645.000 | 294.000 | 294.000 | 10.00 | 2,940.00 | |||
| 2025 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 192.00 | 192.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2026 | CLEAN TEMP SILT FENCE | 02709 | LF | 282,696.00 | 282,696.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 2027 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 75,000.00 | 56,250.00 | |||
| 2028 | TEMP MULCH | 05952 | SQYD | 1,138,368.00 | 1,138,368.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 2029 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 170,010.00 | 170,010.000 | 184,694.445 | 184,694.445 | 0.16 | 29,551.11 | |||
| 2030 | TOPDRESSING FERTILIZER | 05966 | TON | 8.80 | 8.800 | 0.000 | 0.000 | 602.50 | 0.00 | |||
| 2031 | SEEDING AND PROTECTION | 05985 | SQYD | 170,477.00 | 170,477.000 | 216,075.605 | 216,075.605 | 0.29 | 62,661.92 | |||
| 2032 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 130,611.00 | 130,611.000 | 206,058.905 | 206,058.905 | 0.18 | 37,090.60 | |||
| 2033 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 879.00 | 879.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 2034 | FUEL ADJUSTMENT (REVISED: 4-25-11) | 10020NS | DOLL | 1,626,432.00 | 1,626,432.000 | -141,720.530 | -141,720.530 | 1.00 | -141,720.53 | |||
| 2035 | PNEUMATIC BACKSTOWING | 20667ED | TON | 1,750.00 | 1,750.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 2036 | CAP MINE SHAFT | 22626EN | SQYD | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 2038 | ROADWAY EXCAVATION (REVISED: 4-25-11) | 02200 | CUYD | 11,357,765.00 | 11,357,765.000 | 285,044.000 | 9,867,340.000 | 10,152,384.000 | 1.93 | 550,134.92 | 19,594,101.12 | |
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09800801107 | Fed/State Project Number | APD 0806 (033) | Category | 0003 DRAINAGE | |||||||
| 3001 | STORM SEWER PIPE-18 IN | 00522 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
| 3002 | CULVERT PIPE-18 IN | 00462 | LF | 482.00 | 482.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 3003 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 3004 | CULVERT PIPE-30 IN | 00466 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 3005 | CULVERT PIPE-42 IN | 00469 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 144.00 | 0.00 | |||
| 3006 | CULVERT PIPE-54 IN | 00471 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 3007 | CULVERT PIPE-60 IN | 00472 | LF | 752.00 | 752.000 | 752.000 | 752.000 | 270.00 | 203,040.00 | |||
| 3008 | DROP BOX INLET TYPE 5B | 01505 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 3009 | DROP BOX INLET TYPE 5F | 01517 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 3010 | METAL END SECTION TY 3-24 IN EQ | 23987EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 3011 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 3012 | METAL END SECTION TY 3-54 IN | 01398 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,200.00 | 0.00 | |||
| 3013 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 3014 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 3015 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,338.90 | 5,338.900 | 1,041.500 | 1,041.500 | 2.00 | 2,083.00 | |||
| 3016 | CONCRETE-CLASS A | 08100 | CUYD | 19.40 | 19.400 | 18.440 | 18.440 | 1,000.00 | 18,440.00 | |||
| 3017 | STEEL REINFORCEMENT | 08150 | LB | 1,382.00 | 1,382.000 | 1,374.000 | 1,374.000 | 1.00 | 1,374.00 | |||
| Project | DE09800801107 | Fed/State Project Number | APD 0806 (033) | Category | 0004 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 303.60 | 303.600 | 0.000 | 0.000 | 737.00 | 0.00 | |||
| 4002 | STEEL REINFORCEMENT | 08150 | LB | 48,588.00 | 48,588.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09800801107 | Fed/State Project Number | APD 0806 (033) | Category | 0009 MOBILIZATION / DEMOBILIZATION | |||||||
| 1001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,190,000.00 | 1,190,000.00 | |||
| 1002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 390,000.00 | 0.00 | |||
| Project | DE09800801107 | Fed/State Project Number | APD 0806 (033) | Category | 0010 TRAINEES | |||||||
| 4003 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 2.00 | 3,200.00 | |||
| 4004 | TRAINEE PAYMENT REIMBURSEMENT 2 ARTICULATING TRUCK DRIVERS | 02742 | HOUR | 3,200.00 | 3,200.000 | 3,161.500 | 3,161.500 | 2.00 | 6,323.00 | |||
| SUBTOT | $571,830.23 |
$21,969,274.39 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
3008-1-0I |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0037 | $398.470000 | $796.94 | ||||||
3009-1-0I |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0037 | $398.470000 | $796.94 | ||||||
3013-1-0I |
FR, GR, &/OR LID-A36 | EACH |
7.00 | 0037 | $158.330000 | $1,108.31 | ||||||
3014-1-0I |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0037 | $690.690000 | $1,381.38 | ||||||
| SUBTOT | $4,083.57 |
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