|
Report_Id: 111330 Est NO 0011 |
Date:08/19/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111330 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10300) Gunnell, Steven C. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 2 VC Code VC0000092418 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 07/27/2013 TO 08/09/2013 | ||||||
| Date Approved | 08/19/2013 | ||||||
| Primary Proj Number | DE01300151101 | ||||||
| Project No. | NH 0151 (070), NH 0151 (071) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | JACKSON-CAMPTON ROAD (KY 15) | ||||||
| Description | FROM KY15 AT JACKSON TO 0.31 MILE SOUTH OF STILL HOUSE HOLLOW | ||||||
| Date Let | 08/19/2011 | Formal Acceptance | |||||
| Date Awarded | 08/31/2011 | Date Work Began | 08/03/2012 | ||||
| Date Contract Executed | 09/19/2011 | Open To Traffic | |||||
| Date NTP Issued | 09/19/2011 | Actual Completion Date | |||||
| Current Contract Amount | $6,984,255.23 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,982,963.09 |
Total Earnings | $4,127,417.20 |
$4,091,697.10 |
$35,720.10 |
|
| Percent Complete | 59.10 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,856,838.03 |
Gross Earnings | $4,127,417.20 |
$4,091,697.10 |
$35,720.10 |
|
| Total Change Orders | $1,292.14 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,127,417.20 |
$4,091,697.10 |
$35,720.10 |
|||
| Contract Id | 111330 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0011 | Project Number | NH 0151 (070), NH 0151 (071) | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 07/27/2013 TO 08/09/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Wage Rate Adjustment Sept. 1, 2012-Dec. 31, 2012 | Approved | 03/04/2013 | $1,292.14 | 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 | 111330 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE01300151101 | ||||||
| Estimate Nbr | 0011 | Period | 07/27/2013 TO 08/09/2013 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE01300151101 | Fed/State Project Number | NH 0151 (070) | 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 | 4.00 | 4.000 | 4.000 | 4.000 | 225.00 | 900.00 | |||
| 1004 | WATER | 02242 | MGAL | 450.00 | 450.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1005 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,750.00 | 1,750.000 | 1,350.000 | 1,350.000 | 16.25 | 21,937.50 | |||
| 1007 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,125.00 | 6,375.00 | |||
| 1008 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 550.00 | 1,650.00 | |||
| 1013 | SIGNS | 02562 | SQFT | 240.00 | 240.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1015 | MAINTAIN & CONTROL TRAFFIC (10-270.67) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,900.00 | 0.00 | |||
| 1016 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 1026 | STAKING (10-270.67() | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
| 1027 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1034 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 13,000.00 | 13,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1035 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 22,841.00 | 22,841.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1036 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1037 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1038 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 359.00 | 359.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1039 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 124.00 | 124.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1043 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1044 | FUEL ADJUSTMENT | 10020NS | DOLL | 29,700.00 | 29,700.000 | 1,331.260 | 1,331.260 | 1.00 | 1,331.26 | |||
| 1045 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 41,765.00 | 41,765.000 | 1,686.380 | 1,686.380 | 1.00 | 1,686.38 | |||
| 1046 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 8.00 | 8.000 | 58.000 | 58.000 | 6.25 | 362.50 | |||
| 1048 | DIVERSIONS (BY-PASS DETOURS) (CROSSOVER #2) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,250.00 | 0.00 | |||
| 8000 | PROJECT WAGE RATE ADJUSTMENT Sept. 1, 2012-Dec. 31, 2012 | 10035NS | DOLL | 0.00 | 1,292.140 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE01300151101 | Fed/State Project Number | NH 0151 (070) | Category | 0003 PAVING | |||||||
| 3001 | CRUSHED STONE BASE (REVISED: 8-16-11) | 00003 | TON | 17,449.00 | 17,449.000 | 17,418.520 | 17,418.520 | 22.95 | 399,755.03 | |||
| 3002 | ASPHALT SEAL AGGREGATE | 00100 | TON | 138.00 | 138.000 | 23.780 | 23.780 | 85.00 | 2,021.30 | |||
| 3003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,865.00 | 1,865.000 | 155.160 | 155.160 | 75.95 | 11,784.40 | |||
| 3004 | CL3 ASPH BASE 1.00D PG64-22 (REVISED: 8-16-11) | 00214 | TON | 12,332.00 | 12,332.000 | 16,188.830 | 16,188.830 | 65.00 | 1,052,273.95 | |||
| 3005 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 148.00 | 148.000 | 122.160 | 122.160 | 65.00 | 7,940.40 | |||
| 3006 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 16.00 | 16.000 | 1.000 | 1.000 | 625.00 | 625.00 | |||
| 3007 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 742.00 | 742.000 | 0.000 | 0.000 | 89.95 | 0.00 | |||
| 3008 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,537.00 | 1,537.000 | 0.000 | 0.000 | 93.95 | 0.00 | |||
| Project | DE01300151101 | Fed/State Project Number | NH 0151 (070) | Category | 0004 MOBILIZATION / DEMOBILIZATION | |||||||
| 4001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 89,926.16 | 89,926.16 | |||
| 4002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 28,148.31 | 0.00 | |||
| SUBTOT | $0.00 |
$1,598,568.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE01300151102 | Fed/State Project Number | NH 0151 (071) | 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 | 9.00 | 9.000 | 2.000 | 2.000 | 225.00 | 450.00 | |||
| 1002 | REMOVE PAVEMENT | 02091 | SQYD | 3,494.00 | 3,494.000 | 0.000 | 0.000 | 3.45 | 0.00 | |||
| 1003 | ROADWAY EXCAVATION | 02200 | CUYD | 52,359.00 | 52,359.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1004 | WATER | 02242 | MGAL | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1005 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,625.00 | 3,625.000 | 1,812.500 | 1,812.500 | 16.25 | 29,453.12 | |||
| 1006 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 1007 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,125.00 | 4,250.00 | |||
| 1008 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 1009 | REMOVE GUARDRAIL | 02381 | LF | 2,137.50 | 2,137.500 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1010 | CHANNEL LINING CLASS II | 02483 | TON | 995.00 | 995.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1011 | CHANNEL LINING CLASS III | 02484 | TON | 188.00 | 188.000 | 0.000 | 0.000 | 34.40 | 0.00 | |||
| 1012 | CLEARING AND GRUBBING (7 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,750.00 | 0.00 | |||
| 1013 | SIGNS | 02562 | SQFT | 477.00 | 477.000 | 200.000 | 200.000 | 7.00 | 1,400.00 | |||
| 1014 | EDGE KEY | 02585 | LF | 121.00 | 121.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1015 | MAINTAIN & CONTROL TRAFFIC (10-270.77) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,900.00 | 0.00 | |||
| 1016 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 1017 | MOBILIZATION FOR MILL & TEXT (10-270.77) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1018 | TEMP SILT FENCE | 02701 | LF | 2,572.00 | 2,572.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 1019 | SILT TRAP TYPE A | 02703 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1020 | SILT TRAP TYPE B | 02704 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1021 | SILT TRAP TYPE C | 02705 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1022 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 92.00 | 92.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1023 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 92.00 | 92.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1024 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1025 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,144.00 | 5,144.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 1026 | STAKING (10-270.77) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
| 1027 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1028 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 54.50 | 0.00 | |||
| 1029 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,238.00 | 1,238.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 1030 | TEMP MULCH | 05952 | SQYD | 111,465.00 | 111,465.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 1031 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 9,646.00 | 9,646.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 1032 | SEEDING AND PROTECTION | 05985 | SQYD | 96,461.00 | 96,461.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 1033 | TEMP DITCH | 02159 | LF | 2,572.00 | 2,572.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 1034 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,200.00 | 30,200.000 | 11,156.000 | 11,156.000 | 0.25 | 2,789.00 | |||
| 1035 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 38,428.00 | 38,428.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1036 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1037 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1039 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 103.00 | 103.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1040 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 1041 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 1042 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1043 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 180.00 | 180.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1044 | FUEL ADJUSTMENT | 10020NS | DOLL | 69,292.00 | 69,292.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1045 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 97,445.00 | 97,445.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1047 | DIVERSIONS (BY-PASS DETOURS) (CROSSOVER #1) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,250.00 | 0.00 | |||
| 1049 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| Project | DE01300151102 | Fed/State Project Number | NH 0151 (071) | Category | 0002 DRAINAGE | |||||||
| 2001 | ENTRANCE PIPE-15 IN | 00440 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 2002 | STORM SEWER PIPE-18 IN | 00522 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 2003 | STORM SEWER PIPE-24 IN | 00524 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 2004 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,750.00 | 0.00 | |||
| 2005 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 2006 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| Project | DE01300151102 | Fed/State Project Number | NH 0151 (071) | Category | 0003 PAVING | |||||||
| 3001 | CRUSHED STONE BASE (REVISED: 8-16-11) | 00003 | TON | 47,316.00 | 47,316.000 | 29,545.830 | 29,545.830 | 22.95 | 678,076.79 | |||
| 3002 | ASPHALT SEAL AGGREGATE | 00100 | TON | 319.00 | 319.000 | 26.150 | 26.150 | 85.00 | 2,222.75 | |||
| 3003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,801.00 | 4,801.000 | 3,643.520 | 3,643.520 | 75.95 | 276,725.34 | |||
| 3004 | CL3 ASPH BASE 1.00D PG64-22 (REVISED: 8-16-11) | 00214 | TON | 24,186.00 | 24,186.000 | 549.540 | 22,287.290 | 22,836.830 | 65.00 | 35,720.10 | 1,484,393.95 | |
| 3005 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,086.00 | 2,086.000 | 730.190 | 730.190 | 65.00 | 47,462.35 | |||
| 3006 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 38.00 | 38.000 | 2.360 | 2.360 | 625.00 | 1,475.00 | |||
| 3007 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,412.00 | 2,412.000 | 0.000 | 0.000 | 89.95 | 0.00 | |||
| 3008 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,715.00 | 3,715.000 | 0.000 | 0.000 | 93.95 | 0.00 | |||
| 3009 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 353.00 | 353.000 | 0.000 | 0.000 | 39.75 | 0.00 | |||
| Project | DE01300151102 | Fed/State Project Number | NH 0151 (071) | Category | 0004 MOBILIZATION / DEMOBILIZATION | |||||||
| 4001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 225,073.83 | 0.00 | |||
| 4002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,451.68 | 0.00 | |||
| SUBTOT | $35,720.10 |
$4,127,417.20 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||