|
Report_Id: 134002 Est NO 0007 |
Date:09/04/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 134002 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael S. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | ADDR SN 1 VC Code VC0000026469 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 07/26/2013 TO 08/22/2013 | ||||||
| Date Approved | 09/04/2013 | ||||||
| Primary Proj Number | 0503701511301 | ||||||
| Project No. | STPS 1511 (005) | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | ALTON-GRAEFENBURG ROAD (KY 151) | ||||||
| Description | ALTON-GRAEFENBURG ROAD (KY 151) | ||||||
| Date Let | 02/22/2013 | Formal Acceptance | |||||
| Date Awarded | 03/01/2013 | Date Work Began | 05/08/2013 | ||||
| Date Contract Executed | 04/04/2013 | Open To Traffic | |||||
| Date NTP Issued | 04/04/2013 | Actual Completion Date | |||||
| Current Contract Amount | $624,207.40 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $596,000.00 |
Total Earnings | $582,546.85 |
$563,684.45 |
$18,862.40 |
|
| Percent Complete | 93.33 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $41,660.55 |
Gross Earnings | $582,546.85 |
$563,684.45 |
$18,862.40 |
|
| Total Change Orders | $28,207.40 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $582,546.85 |
$563,684.45 |
$18,862.40 |
|||
| Contract Id | 134002 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0007 | Project Number | STPS 1511 (005) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 07/26/2013 TO 08/22/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Safety and Drainage Improvements | Approved | 07/11/2013 | $9,345.00 | 0.0 | |||||
| 002 | Asphalt Overrun | Approved | 08/20/2013 | $18,862.40 | 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 | 134002 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | 0503701511301 | ||||||
| Estimate Nbr | 0007 | Period | 07/26/2013 TO 08/22/2013 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | 0503701511301 | Fed/State Project Number | STPS 1511 (005) | Category | ||||||||
| 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 | |
| Project | 0503701511301 | Fed/State Project Number | STPS 1511 (005) | Category | 0001 ROADWAY | |||||||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 2,192.00 | 2,192.000 | 2,343.150 | 2,343.150 | 25.00 | 58,578.75 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 7.000 | 7.000 | 750.00 | 5,250.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 0.80 | 0.800 | 0.800 | 0.800 | 650.00 | 520.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 68.00 | 68.000 | 57.220 | 57.220 | 80.00 | 4,577.60 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 3,318.00 | 3,318.000 | 3,193.790 | 3,193.790 | 65.00 | 207,596.35 | |||
| 0060 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 728.00 | 963.780 | 235.780 | 728.000 | 963.780 | 80.00 | 18,862.40 | 77,102.40 | |
| 0070 | CULVERT PIPE-15 IN | 00461 | LF | 6.00 | 6.000 | 6.000 | 6.000 | 120.00 | 720.00 | |||
| 0080 | CULVERT PIPE-18 IN | 00462 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 60.00 | 1,800.00 | |||
| 0090 | REMOVE PIPE | 01310 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 30.00 | 360.00 | |||
| 0100 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0110 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 0120 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0130 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0140 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 45.00 | 2,115.00 | |||
| 0150 | REMOVE CURB | 01904 | LF | 82.00 | 82.000 | 82.000 | 82.000 | 12.00 | 984.00 | |||
| 0160 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 14.00 | 14.000 | 13.000 | 13.000 | 10.00 | 130.00 | |||
| 0170 | EMBANKMENT IN PLACE | 02230 | CUYD | 700.00 | 800.000 | 800.000 | 800.000 | 13.00 | 10,400.00 | |||
| 0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 45.00 | 90.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0200 | REMOVE GUARDRAIL | 02381 | LF | 725.00 | 725.000 | 725.000 | 725.000 | 1.75 | 1,268.75 | |||
| 0210 | TEMPORARY SIGNS | 02562 | SQFT | 230.00 | 230.000 | 226.250 | 226.250 | 6.00 | 1,357.50 | |||
| 0220 | EDGE KEY | 02585 | LF | 41.00 | 41.000 | 41.000 | 41.000 | 16.00 | 656.00 | |||
| 0230 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 380.00 | 380.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC FRANKLIN KY 151 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 64,441.12 | 64,441.12 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0260 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 3,450.00 | 3,450.000 | 3,283.000 | 3,283.000 | 1.25 | 4,103.75 | |||
| 0270 | STAKING FRANKLIN KY 151 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,450.00 | 3,450.00 | |||
| 0280 | POLE 40 FT MTG HT | 04701 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 0290 | BRACKET 6 FT | 04721 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 235.00 | 705.00 | |||
| 0300 | POLE BASE | 04740 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0310 | TRANSFORMER BASE | 04750 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 0320 | HPS LUMINAIRE | 04770 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 0330 | FUSED CONNECTOR KIT | 04780 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 85.00 | 1,020.00 | |||
| 0340 | CONDUIT-2 IN | 04795 | LF | 870.00 | 870.000 | 700.000 | 700.000 | 9.15 | 6,405.00 | |||
| 0350 | TRENCHING AND BACKFILLING | 04820 | LF | 760.00 | 760.000 | 610.000 | 610.000 | 3.50 | 2,135.00 | |||
| 0360 | WIRE-NO. 12 | 04832 | LF | 540.00 | 540.000 | 525.000 | 525.000 | 0.50 | 262.50 | |||
| 0370 | WIRE-NO. 6 | 04834 | LF | 2,700.00 | 2,700.000 | 2,715.000 | 2,715.000 | 2.00 | 5,430.00 | |||
| 0380 | REMOVE LIGHTING FRANKLIN KY 151 | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0390 | SEEDING AND PROTECTION | 05985 | SQYD | 2,725.00 | 3,255.000 | 3,255.000 | 3,255.000 | 1.00 | 3,255.00 | |||
| 0400 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 5,196.00 | 5,196.000 | 5,196.000 | 5,196.000 | 0.28 | 1,454.88 | |||
| 0410 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,208.00 | 1,208.000 | 1,204.000 | 1,204.000 | 0.75 | 903.00 | |||
| 0420 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 5.00 | 700.00 | |||
| 0430 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 425.00 | 425.000 | 225.000 | 225.000 | 3.75 | 843.75 | |||
| 0440 | PAVE MARKING-DOTTED LANE EXTEN THERMO | 06572 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 4.75 | 475.00 | |||
| 0450 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 95.00 | 760.00 | |||
| 0460 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 24.00 | 120.00 | |||
| 0470 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 80.00 | 80.000 | 77.000 | 77.000 | 24.00 | 1,848.00 | |||
| 0480 | FUEL ADJUSTMENT | 10020NS | DOLL | 6,404.00 | 6,404.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0490 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 16,084.00 | 16,084.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 0510 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 5,251.00 | 5,251.000 | 5,251.000 | 5,251.000 | 10.50 | 55,135.50 | |||
| 0520 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,740.00 | 3,740.000 | 3,740.000 | 3,740.000 | 1.45 | 5,423.00 | |||
| 0530 | BORE AND JACK CONDUIT | 21543EN | LF | 110.00 | 110.000 | 90.000 | 90.000 | 30.00 | 2,700.00 | |||
| 0540 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 725.00 | 725.000 | 750.000 | 750.000 | 18.50 | 13,875.00 | |||
| 0550 | CENTERLINE RUMBLE STRIPS-12 IN BEGIN/END (EXCLUDE TWLTL) | 23821EC | LF | 870.00 | 870.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 8001 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,035.00 | 5,035.00 | |||
| 8004 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 214.000 | 214.000 | 214.000 | 3.73 | 800.00 | |||
| 8005 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 500.000 | 500.000 | 500.000 | 3.36 | 1,680.00 | |||
| Project | 0503701511301 | Fed/State Project Number | STPS 1511 (005) | Category | 0002 DEMOBILIZATION | |||||||
| 0560 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| SUBTOT | $18,862.40 |
$582,546.85 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||