Report_Id: 235314 Est NO 0006 |
Date:05/13/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 235314 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
District Office | LEXINGTON (07360) Lester, Nick D | ||||||
Contractor | JUDY C HARP COMPANY INC | ADDR SN 0 VC Code KY0023350 | |||||
385 BROWNS LN | |||||||
FRANKFORT , KY , 40601 | |||||||
Pay Period | 04/18/2024 TO 05/01/2024 | ||||||
Date Approved | 05/13/2024 | ||||||
Primary Proj Number | BR00313052300 | ||||||
Project No. | STP BRZ 9030 (417) | ||||||
Primary County | ANDERSON | ||||||
Name of Road | HYATT ROAD OVER CROOKED CREEK | ||||||
Description | ADDRESS DEFICIENCIES OF CR 1305 BRIDGE OVER EAST PRONG CROOK ED CREEK (003C00050N) | ||||||
Date Let | 07/20/2023 | Formal Acceptance | |||||
Date Awarded | 07/31/2023 | Date Work Began | |||||
Date Contract Executed | 08/22/2023 | Open To Traffic | |||||
Date NTP Issued | 08/22/2023 | Actual Completion Date | |||||
Current Contract Amount | $744,918.83 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $744,918.83 |
Total Earnings | $654,174.89 |
$533,191.05 |
$120,983.84 |
|
Percent Complete | 87.82 |
Stockpiled Materials | $0.00 |
$47,058.35 |
$-47,058.35 |
|
Funds Available | $90,743.94 |
Gross Earnings | $654,174.89 |
$580,249.40 |
$73,925.49 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $654,174.89 |
$580,249.40 |
$73,925.49 |
|||
Contract Id | 235314 | Change Order Summary |
County | ANDERSON | ||||||
Estimate Nbr | 0006 | Project Number | STP BRZ 9030 (417) | |||||||
Contractor | JUDY C HARP COMPANY INC | Period | 04/18/2024 TO 05/01/2024 | |||||||
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 | 235314 | COMMONWEALTH OF KENTUCKY |
County | ANDERSON | ||||||
Contract Type | BRRP BRIDGE REPAIRS | TRANSPORTATION CABINET |
Primary Project Number | BR00313052300 | ||||||
Estimate Nbr | 0006 | Period | 04/18/2024 TO 05/01/2024 | |||||||
Contractor | JUDY C HARP COMPANY INC | |||||||||
Project | BR00313052300 | Fed/State Project Number | STP BRZ 9030 (417) | 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 | BR00313052300 | Fed/State Project Number | STP BRZ 9030 (417) | Category | 0001 BRIDGE - 003C00050N | |||||||
0005 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
0010 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
0015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 75.85 | 0.00 | |||
0020 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,905.26 | 0.00 | |||
0025 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 37.25 | 0.00 | |||
0030 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
0035 | CONCRETE-CLASS B | 02555 | CUYD | 5.00 | 5.000 | 5.000 | 5.000 | 750.00 | 3,750.00 | |||
0040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
0045 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
0050 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
0055 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 134.00 | 134.000 | 0.000 | 0.000 | 317.00 | 0.00 | |||
0060 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 54.00 | 54.000 | 51.130 | 51.130 | 135.00 | 6,902.55 | |||
0065 | STRUCTURAL STEEL APPROX. 14953 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 177,115.00 | 177,115.00 | |||
0070 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
0075 | CLEAN & PAINT STRUCTURAL STEEL | 08434 | LS | 1.00 | 1.000 | 0.160 | 0.840 | 1.000 | 265,000.00 | 42,400.00 | 265,000.00 | |
0080 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
0085 | SNOW FENCE | 21476ED | LF | 1,200.00 | 1,200.000 | 450.000 | 450.000 | 5.85 | 2,632.50 | |||
0090 | BOLT/RIVET REPLACEMENT | 21650NN | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0095 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 20.00 | 20.000 | 27.000 | 0.000 | 27.000 | 250.00 | 6,750.00 | 6,750.00 | |
0100 | FLOORBEAM REPAIR | 23218EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,241.00 | 6,723.00 | |||
0105 | LOWER LATERAL BRACING REPAIR | 23302EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,000.00 | 8,000.00 | |||
0110 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 15.00 | 15.000 | 30.000 | 30.000 | 275.00 | 8,250.00 | |||
0115 | VERTICAL MEMBER REPAIR | 24182EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,578.00 | 9,468.00 | |||
0120 | G/R STEEL W BEAM-S FACE (NESTED) | 24381EC | LF | 121.00 | 121.000 | 0.000 | 0.000 | 86.95 | 0.00 | |||
0125 | CONCRETE COATING APPROX. 1342 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 10,000.00 | 10,000.00 | 10,000.00 | |
0130 | STEEL GRID DECK | 24992ED | SQFT | 744.00 | 744.000 | 744.000 | 0.000 | 744.000 | 83.11 | 61,833.84 | 61,833.84 | |
Project | BR00313052300 | Fed/State Project Number | STP BRZ 9030 (417) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0135 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,009.00 | 0.00 | |||
SUBTOT | $120,983.84 |
$654,174.89 |
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LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0130-1-0I |
MISCELLANEOUS PHYS | SQFT |
566.21 | 0004 | $83.110000 | $47,058.35 | ||||||
0130-1-0A |
MISCELLANEOUS PHYS | SQFT |
566.21 | 0006 | $83.110000 | -47,058.35 | $-47,058.35 | |||||
SUBTOT | $0.00 |