|
Report_Id: 121339 Est NO 0022 |
Date:09/30/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121339 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01340) Looper, Jason W. P.E. | ||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | ADDR SN 0 VC Code VC0000094127 | |||||
| CO INC | |||||||
| PO BOX 300 | |||||||
| HICKMAN , KY , 42050 | |||||||
| Pay Period | 09/06/2013 TO 09/19/2013 | ||||||
| Date Approved | 09/30/2013 | ||||||
| Primary Proj Number | DE05610371239 | ||||||
| Project No. | BRZ 0103 (309) | ||||||
| Primary County | HICKMAN | ||||||
| Name of Road | GORE ROAD (KY 1037) | ||||||
| Description | GORE ROAD (KY 1037) | ||||||
| Date Let | 08/17/2012 | Formal Acceptance | |||||
| Date Awarded | 09/04/2012 | Date Work Began | 11/13/2012 | ||||
| Date Contract Executed | 10/25/2012 | Open To Traffic | |||||
| Date NTP Issued | 10/25/2012 | Actual Completion Date | 08/30/2013 | ||||
| Current Contract Amount | $1,439,825.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,439,825.00 |
Total Earnings | $1,419,574.44 |
$1,415,094.44 |
$4,480.00 |
|
| Percent Complete | 98.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $20,250.56 |
Gross Earnings | $1,419,574.44 |
$1,415,094.44 |
$4,480.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,419,574.44 |
$1,415,094.44 |
$4,480.00 |
|||
| Contract Id | 121339 | Change Order Summary |
County | HICKMAN | ||||||
| Estimate Nbr | 0022 | Project Number | BRZ 0103 (309) | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | Period | 09/06/2013 TO 09/19/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Paving Overrun | Pending | 0 | $22,806.12 | 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 | 121339 | COMMONWEALTH OF KENTUCKY |
County | HICKMAN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05610371239 | ||||||
| Estimate Nbr | 0022 | Period | 09/06/2013 TO 09/19/2013 | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | |||||||||
| Project | DE05610371239 | Fed/State Project Number | BRZ 0103 (309) | 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 | PERFORATED PIPE-4 IN | 01000 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1002 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1003 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 1004 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 1005 | EMBANKMENT IN PLACE | 02230 | CUYD | 16,216.00 | 16,216.000 | 16,216.000 | 16,216.000 | 9.94 | 161,187.04 | |||
| 1006 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 737.50 | 737.500 | 737.500 | 737.500 | 16.00 | 11,800.00 | |||
| 1007 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 1008 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 1009 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 75.00 | 1,650.00 | |||
| 1010 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 75.00 | 1,650.00 | |||
| 1011 | CHANNEL LINING CLASS II | 02483 | TON | 365.00 | 365.000 | 275.830 | 275.830 | 36.00 | 9,929.88 | |||
| 1012 | CLEARING AND GRUBBING (4 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 79,500.00 | 79,500.00 | |||
| 1013 | SIGNS | 02562 | SQFT | 144.00 | 144.000 | 154.000 | 154.000 | 12.00 | 1,848.00 | |||
| 1014 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,069.00 | 2,069.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 1015 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,477.00 | 1,477.000 | 133.300 | 133.300 | 2.00 | 266.60 | |||
| 1016 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1017 | TEMP SILT FENCE | 02701 | LF | 1,070.00 | 1,070.000 | 1,475.000 | 1,475.000 | 3.50 | 5,162.50 | |||
| 1018 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 19.000 | 19.000 | 450.00 | 8,550.00 | |||
| 1019 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1020 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 36.00 | 36.000 | 12.000 | 12.000 | 25.00 | 300.00 | |||
| 1021 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1022 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,070.00 | 1,070.000 | 400.000 | 400.000 | 0.20 | 80.00 | |||
| 1023 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 1024 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,000.00 | 46,000.00 | |||
| 1025 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,160.00 | 4,160.000 | 7,702.400 | 7,702.400 | 2.40 | 18,485.76 | |||
| 1026 | TEMP MULCH | 05952 | SQYD | 2,218.00 | 2,218.000 | 14,950.500 | 14,950.500 | 0.15 | 2,242.57 | |||
| 1027 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 11,090.00 | 11,090.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1028 | SEEDING AND PROTECTION | 05985 | SQYD | 17,556.00 | 17,556.000 | 10,069.500 | 10,069.500 | 0.40 | 4,027.80 | |||
| 1029 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,624.00 | 2,624.000 | 6,815.000 | 6,815.000 | 0.50 | 3,407.50 | |||
| 1030 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 376.00 | 376.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1031 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,527.00 | 2,527.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1032 | GRANULAR EMBANKMENT | 20072ES805 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 1033 | COHESIVE PILE CORE | 20210EP69 | CUYD | 1,218.00 | 1,218.000 | 1,218.000 | 1,218.000 | 8.50 | 10,353.00 | |||
| 1034 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 1,312.00 | 1,312.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 1035 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 170.00 | 170.000 | 157.000 | 157.000 | 8.85 | 1,389.45 | |||
| 1036 | TRANSVERSE EMBANKMENT BENCH | 24390EC | CUYD | 937.00 | 937.000 | 937.000 | 937.000 | 4.90 | 4,591.30 | |||
| Project | DE05610371239 | Fed/State Project Number | BRZ 0103 (309) | Category | 0002 BRIDGE | |||||||
| 2001 | CONCRETE-CLASS A | 08100 | CUYD | 205.20 | 205.200 | 205.200 | 205.200 | 410.00 | 84,132.00 | |||
| 2002 | CONCRETE-CLASS AA | 08104 | CUYD | 205.70 | 205.700 | 205.700 | 205.700 | 525.00 | 107,992.50 | |||
| 2003 | STEEL REINFORCEMENT | 08150 | LB | 28,678.00 | 28,678.000 | 28,678.000 | 28,678.000 | 0.95 | 27,244.10 | |||
| 2004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 58,523.00 | 58,523.000 | 58,523.000 | 58,523.000 | 1.05 | 61,449.15 | |||
| 2006 | FLOWABLE FILL | 02220 | CUYD | 144.80 | 144.800 | 144.800 | 144.800 | 109.00 | 15,783.20 | |||
| 2007 | MASONRY COATING | 02998 | SQYD | 387.00 | 387.000 | 387.000 | 387.000 | 8.50 | 3,289.50 | |||
| 2008 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 59.00 | 3,068.00 | |||
| 2009 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 119.00 | 119.000 | 119.000 | 119.000 | 4.00 | 476.00 | |||
| 2010 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 588.00 | 588.000 | 629.750 | 629.750 | 35.50 | 22,356.12 | |||
| 2011 | TEST PILES | 08033 | LF | 242.00 | 242.000 | 242.000 | 242.000 | 195.00 | 47,190.00 | |||
| 2012 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 737.30 | 737.300 | 737.300 | 737.300 | 195.00 | 143,773.50 | |||
| 2013 | BRIDGE CHAIN LINK FENCE-9 FT | 08713 | LF | 168.00 | 168.000 | 168.000 | 168.000 | 100.00 | 16,800.00 | |||
| 2014 | RAIL SYSTEM TYPE III | 21532ED | LF | 376.00 | 376.000 | 376.000 | 376.000 | 75.00 | 28,200.00 | |||
| 2015 | DYNAMIC PILE TESTING | 23233EC | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 3,600.00 | 28,800.00 | |||
| 2016 | PIPE PILE-18 IN | 23546EC | LF | 1,341.00 | 1,341.000 | 1,191.940 | 1,191.940 | 115.00 | 137,073.10 | |||
| 2017 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 385.00 | 12,320.00 | |||
| Project | DE05610371239 | Fed/State Project Number | BRZ 0103 (309) | Category | 0003 PAVING | |||||||
| 3001 | DGA BASE | 00001 | TON | 2,109.00 | 2,109.000 | 2,128.590 | 2,128.590 | 28.50 | 60,664.81 | |||
| 3002 | ASPHALT SEAL AGGREGATE | 00100 | TON | 26.00 | 26.000 | 25.760 | 25.760 | 110.00 | 2,833.60 | |||
| 3003 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 3004 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,404.00 | 1,404.000 | 1,553.500 | 1,553.500 | 78.00 | 121,173.00 | |||
| 3005 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 248.00 | 248.000 | 56.000 | 0.000 | 56.000 | 80.00 | 4,480.00 | 4,480.00 | |
| 3006 | ISLAND CURB AND GUTTER | 01825 | LF | 34.00 | 34.000 | 84.000 | 84.000 | 60.00 | 5,040.00 | |||
| 3007 | EDGE KEY | 02585 | LF | 41.00 | 41.000 | 44.000 | 44.000 | 50.00 | 2,200.00 | |||
| Project | DE05610371239 | Fed/State Project Number | BRZ 0103 (309) | Category | 0004 DRAINAGE | |||||||
| 4001 | ENTRANCE PIPE-15 IN | 00440 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 19.00 | 608.00 | |||
| 4002 | CULVERT PIPE-30 IN | 00466 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 65.00 | 4,550.00 | |||
| 4003 | STORM SEWER PIPE-15 IN | 00521 | LF | 269.00 | 269.000 | 269.000 | 269.000 | 29.50 | 7,935.50 | |||
| 4004 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 4005 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 4006 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 4009 | CONCRETE-CLASS A | 08100 | CUYD | 13.18 | 13.180 | 13.180 | 13.180 | 1,400.00 | 18,452.00 | |||
| 4010 | STEEL REINFORCEMENT | 08150 | LB | 42.00 | 42.000 | 42.000 | 42.000 | 5.00 | 210.00 | |||
| Project | DE05610371239 | Fed/State Project Number | BRZ 0103 (309) | Category | 0005 DEMOBILIZATION | |||||||
| 5001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 21,278.56 | 15,958.92 | |||
| SUBTOT | $4,480.00 |
$1,419,574.41 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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