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Report_Id: 205165 Est NO 0010 |
Date:12/23/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 205165 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01340) Wilson, Everett L. P.E. | ||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC WOS COFFEY HOLDING CO INC | ADDR SN 0 VC Code KY0022609 | |||||
| CO INC | |||||||
| PO BOX 300 | |||||||
| HICKMAN , KY , 42050 | |||||||
| Pay Period | 11/17/2020 TO 11/30/2020 | ||||||
| Date Approved | 12/03/2020 | ||||||
| Primary Proj Number | BR05310111900 | ||||||
| Project No. | STP BRZ 9030 (232) | ||||||
| Primary County | HICKMAN | ||||||
| Name of Road | CR 1011 | ||||||
| Description | ADDRESS DEFICIENCIES OF CR 1011 (BALTIMORE ROAD) BRIDGE OVER IC RR 053C00003N. | ||||||
| Date Let | 01/24/2020 | Formal Acceptance | |||||
| Date Awarded | 02/03/2020 | Date Work Began | 08/17/2020 | ||||
| Date Contract Executed | 03/03/2020 | Open To Traffic | |||||
| Date NTP Issued | 03/03/2020 | Actual Completion Date | |||||
| Current Contract Amount | $1,684,523.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,676,892.23 |
Total Earnings | $1,504,710.50 |
$1,386,863.00 |
$117,847.50 |
|
| Percent Complete | 89.33 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $179,813.48 |
Gross Earnings | $1,504,710.50 |
$1,386,863.00 |
$117,847.50 |
|
| Total Change Orders | $7,631.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,504,710.50 |
$1,386,863.00 |
$117,847.50 |
|||
| Contract Id | 205165 | Change Order Summary |
County | HICKMAN | ||||||
| Estimate Nbr | 0010 | Project Number | STP BRZ 9030 (232) | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC WOS COFFEY HOLDING CO INC | Period | 11/17/2020 TO 11/30/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Piling over run to aquire planned bearing | Approved | 12/14/2020 | $7,631.75 | 21.0 | |||||
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 | 205165 | COMMONWEALTH OF KENTUCKY |
County | HICKMAN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05310111900 | ||||||
| Estimate Nbr | 0010 | Period | 11/17/2020 TO 11/30/2020 | |||||||
| Contractor | HAROLD COFFEY CONSTRUCTION CO INC WOS COFFEY HOLDING CO INC | |||||||||
| Project | BR05310111900 | Fed/State Project Number | STP BRZ 9030 (232) | 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 | BR05310111900 | Fed/State Project Number | STP BRZ 9030 (232) | Category | 0001 BRIDGE - 053C00003N | |||||||
| 0005 | DGA BASE | 00001 | TON | 224.00 | 224.000 | 49.620 | 49.620 | 55.00 | 2,729.10 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 970.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 121.00 | 121.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0030 | ASPHALT WEDGE CURB | 01897 | LF | 41.00 | 41.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7.47 | 0.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 276.00 | 276.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0045 | FENCE-6 FT CHAIN LINK | 02274 | LF | 378.00 | 378.000 | 0.000 | 0.000 | 72.50 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 26.79 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 51.50 | 0.00 | |||
| 0060 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,313.95 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,550.77 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 908.71 | 0.00 | |||
| 0075 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 24.80 | 0.00 | |||
| 0080 | CHANNEL LINING CLASS III | 02484 | TON | 405.00 | 405.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 188,000.00 | 188,000.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 1,950.00 | 487.50 | 1,462.50 | |
| 0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,385.00 | 0.00 | |||
| 0100 | SCARIFYING PAVEMENT | 02678 | SQYD | 37.00 | 37.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0105 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 0110 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 72,000.00 | 72,000.00 | 72,000.00 | |
| 0115 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 75.00 | 2,700.00 | |||
| 0120 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,000.00 | 31,000.00 | |||
| 0125 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 155.00 | 155.000 | 140.390 | 140.390 | 85.00 | 11,933.15 | |||
| 0130 | TEST PILES | 08033 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 80.00 | 7,520.00 | |||
| 0135 | PILES-STEEL HP12X53 | 08046 | LF | 1,932.00 | 2,103.500 | 2,103.500 | 2,103.500 | 44.50 | 93,605.75 | |||
| 0140 | CONCRETE-CLASS A | 08100 | CUYD | 90.00 | 90.000 | 90.000 | 90.000 | 775.00 | 69,750.00 | |||
| 0145 | CONCRETE-CLASS AA | 08104 | CUYD | 160.00 | 160.000 | 160.000 | 160.000 | 1,100.00 | 176,000.00 | |||
| 0150 | STEEL REINFORCEMENT | 08150 | LB | 4,800.00 | 4,800.000 | 4,800.000 | 4,800.000 | 1.35 | 6,480.00 | |||
| 0155 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 39,550.00 | 39,550.000 | 39,550.000 | 39,550.000 | 0.90 | 35,595.00 | |||
| 0160 | STRUCTURAL STEEL Approx. 238,550 lbs | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 660,000.00 | 660,000.00 | |||
| 0165 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.250 | 4,500.00 | 1,125.00 | |||
| 0170 | RAIL SYSTEM TYPE III | 21532ED | LF | 378.00 | 378.000 | 378.000 | 0.000 | 378.000 | 120.00 | 45,360.00 | 45,360.00 | |
| 0175 | CONCRETE SEALING | 23378EC | SQFT | 6,500.00 | 6,500.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
| 0180 | BEARING PADS | 23380EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0195 | SHEAR CONNECTORS QUANTITY - 666 (ADDED: 1-17-20) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| Project | BR05310111900 | Fed/State Project Number | STP BRZ 9030 (232) | Category | 0002 MOBILIZATION &/OR DEMOBILIZATION | |||||||
| 0185 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 78,700.00 | 78,700.00 | |||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,620.00 | 0.00 | |||
| SUBTOT | $117,847.50 |
$1,504,710.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0160-1-0I |
Structural steel | L S |
1.00 | 0001 | $119101.390000 | $113,146.32 | ||||||
0160-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0002 | $160638.610000 | $152,606.68 | ||||||
0160-2-0A |
STEEL, STRUCTURAL | LS |
1.00 | 0007 | $160638.610000 | $-152,606.68 | ||||||
0160-1-0A |
Structural steel | L S |
1.00 | 0007 | $119101.390000 | $-113,146.32 | ||||||
| SUBTOT | $0.00 |
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