|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/31/2016 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151071 | Estimate Number | 0008 | Estimate Type FINAL | |||
| District Office | PADUCAH (01340) Looper, Jason W. | ||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | ADDR SN 0 VC Code VC0000094127 | |||||
| CO INC | |||||||
| PO BOX 300 | |||||||
| HICKMAN , KY , 42050 | |||||||
| Pay Period | 07/15/2016 TO 09/23/2016 | ||||||
| Date Approved | 10/13/2016 | ||||||
| Primary Proj Number | DE04200971571 | ||||||
| Project No. | BRZ 0103 (362) | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | PARIS-MAYFIELD ROAD(KY-97) | ||||||
| Description | PARIS-MAYFIELD ROAD(KY-97) | ||||||
| Date Let | 11/20/2015 | Formal Acceptance | 07/08/2016 | ||||
| Date Awarded | 11/30/2015 | Date Work Began | 03/22/2016 | ||||
| Date Contract Executed | 12/17/2015 | Open To Traffic | 07/08/2016 | ||||
| Date NTP Issued | 12/12/2015 | Actual Completion Date | 07/08/2016 | ||||
| Current Contract Amount | $558,898.07 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $558,898.07 |
Total Earnings | $479,238.63 |
$477,142.76 |
$2,095.87 |
|
| Percent Complete | 85.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $79,659.44 |
Gross Earnings | $479,238.63 |
$477,142.76 |
$2,095.87 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $479,238.63 |
$477,142.76 |
$2,095.87 |
|||
| Contract Id | 151071 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0008 | Project Number | BRZ 0103 (362) | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | Period | 07/15/2016 TO 09/23/2016 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 151071 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04200971571 | |||||||
| Estimate Nbr | 0008 | Period | 07/15/2016 TO 09/23/2016 | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC | |||||||||
| Project | DE04200971571 | Fed/State Project Number | BRZ 0103 (362) | 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 | DE04200971571 | Fed/State Project Number | BRZ 0103 (362) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE 4" DGA | 00001 | TON | 762.00 | 762.000 | 682.920 | 682.920 | 38.00 | 25,950.96 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.60 | 6.600 | 9.290 | 9.290 | 235.00 | 2,183.15 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.80 | 0.800 | 0.990 | 0.990 | 3,100.00 | 3,069.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 810.00 | 810.000 | 234.540 | 234.540 | 90.00 | 21,108.60 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 148.00 | 148.000 | 142.170 | 142.170 | 95.00 | 13,506.15 | |||
| Project | DE04200971571 | Fed/State Project Number | BRZ 0103 (362) | Category | 0002 ROADWAY | |||||||
| 0030 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0035 | TEMP DITCH | 02159 | LF | 590.00 | 590.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0040 | CLEAN TEMP DITCH | 02160 | LF | 1,180.00 | 1,180.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 967.00 | 967.000 | 967.000 | 967.000 | 18.00 | 17,406.00 | |||
| 0050 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 600.00 | 600.000 | 600.000 | 600.000 | 15.25 | 9,150.00 | |||
| 0060 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0070 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0075 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0080 | CLEARING AND GRUBBING ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,000.00 | 24,000.00 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 141.00 | 141.000 | 141.000 | 141.000 | 18.00 | 2,538.00 | |||
| 0090 | EDGE KEY | 02585 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 55.00 | 1,980.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0100 | TEMP SILT FENCE | 02701 | LF | 590.00 | 590.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0105 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0110 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0115 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0120 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0125 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0130 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0135 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0140 | REMOVE STRUCTURE (ADDED: 11-18-15) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,980.00 | 25,980.00 | |||
| 0145 | EROSION CONTROL BLANKET | 05950 | SQYD | 461.00 | 461.000 | 443.600 | 443.600 | 5.00 | 2,218.00 | |||
| 0150 | TEMP MULCH | 05952 | SQYD | 1,512.00 | 1,512.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0155 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 776.00 | 776.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0160 | INITIAL FERTILIZER | 05963 | TON | 0.19 | 0.190 | 0.190 | 0.190 | 5,000.00 | 950.00 | |||
| 0165 | 20-10-10 FERTILIZER | 05964 | TON | 0.19 | 0.190 | 0.190 | 0.190 | 5,000.00 | 950.00 | |||
| 0170 | SEEDING AND PROTECTION | 05985 | SQYD | 1,512.00 | 1,512.000 | 2,241.700 | 2,241.700 | 1.00 | 2,241.70 | |||
| 0175 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.40 | 1.400 | 1.400 | 1.400 | 250.00 | 350.00 | |||
| 0180 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,180.00 | 1,180.000 | 1,526.000 | 1,526.000 | 0.50 | 763.00 | |||
| Project | DE04200971571 | Fed/State Project Number | BRZ 0103 (362) | Category | 0003 DRAINAGE | |||||||
| 0185 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0190 | SPECIAL HEADER CURB | 01877 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 65.00 | 6,500.00 | |||
| 0195 | CHANNEL LINING CLASS II | 02483 | TON | 80.00 | 80.000 | 74.360 | 74.360 | 38.00 | 2,825.68 | |||
| 0200 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 256.00 | 256.000 | 42.700 | 42.700 | 3.50 | 149.45 | |||
| Project | DE04200971571 | Fed/State Project Number | BRZ 0103 (362) | Category | 0004 BRIDGE | |||||||
| 0205 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 254.00 | 254.000 | 254.000 | 254.000 | 58.00 | 14,732.00 | |||
| 0210 | MASONRY COATING | 02998 | SQYD | 188.00 | 188.000 | 188.000 | 188.000 | 8.00 | 1,504.00 | |||
| 0215 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 79.20 | 79.200 | 79.200 | 79.200 | 55.00 | 4,356.00 | |||
| 0220 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 268.00 | 268.000 | 268.000 | 268.000 | 14.50 | 3,886.00 | |||
| 0225 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 478.00 | 478.000 | 433.880 | 433.880 | 29.50 | 12,799.46 | |||
| 0230 | TEST PILES | 08033 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 85.00 | 8,160.00 | |||
| 0235 | PILES-STEEL HP14X89 | 08051 | LF | 608.00 | 608.000 | 480.000 | 480.000 | 55.00 | 26,400.00 | |||
| 0240 | CONCRETE-CLASS A | 08100 | CUYD | 84.20 | 84.200 | 84.200 | 84.200 | 475.00 | 39,995.00 | |||
| 0245 | CONCRETE-CLASS AA | 08104 | CUYD | 74.90 | 74.900 | 74.900 | 74.900 | 880.00 | 65,912.00 | |||
| 0250 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 19,820.00 | 19,820.000 | 19,820.000 | 19,820.000 | 1.05 | 20,811.00 | |||
| 0255 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 216.00 | 216.000 | 216.000 | 216.000 | 260.00 | 56,160.00 | |||
| 0260 | RAIL SYSTEM TYPE III | 21532ED | LF | 113.00 | 113.000 | 113.000 | 113.000 | 140.00 | 15,820.00 | |||
| Project | DE04200971571 | Fed/State Project Number | BRZ 0103 (362) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0265 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 8,383.47 | 2,095.86 | 8,383.47 | |
| SUBTOT | $2,095.86 |
$479,238.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||