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Report_Id: 229905 Est NO 0007 |
Date:03/06/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 229905 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Back, Darren D. | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | ADDR SN 3 VC Code VC0000092590 | |||||
| PO BOX 175 | |||||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 11/18/2022 TO 02/24/2023 | ||||||
| Date Approved | 02/28/2023 | ||||||
| Primary Proj Number | BR09710992200 | ||||||
| Project No. | EMERGENCY | ||||||
| Primary County | PERRY | ||||||
| Name of Road | SWAN COURT OVER TROUBLESOME CREEK | ||||||
| Description | DR-4663-KY. REPLACE BRIDGE (097N00902N) ON SWAN COURT OVER T ROUBLESOME CREEK. | ||||||
| Date Let | 08/01/2022 | Formal Acceptance | |||||
| Date Awarded | 08/01/2022 | Date Work Began | 09/06/2022 | ||||
| Date Contract Executed | 08/01/2022 | Open To Traffic | |||||
| Date NTP Issued | 08/01/2022 | Actual Completion Date | 12/15/2022 | ||||
| Current Contract Amount | $873,571.24 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $873,571.24 |
Total Earnings | $766,732.05 |
$753,614.55 |
$13,117.50 |
|
| Percent Complete | 87.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $106,839.19 |
Gross Earnings | $766,732.05 |
$753,614.55 |
$13,117.50 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $766,732.05 |
$753,614.55 |
$13,117.50 |
|||
| Contract Id | 229905 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0007 | Project Number | EMERGENCY | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 11/18/2022 TO 02/24/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Emergency items were omitted from the contract | Approved | 09/15/2022 | $0.00 | 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 | 229905 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09710992200 | ||||||
| Estimate Nbr | 0007 | Period | 11/18/2022 TO 02/24/2023 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | BR09710992200 | Fed/State Project Number | EMERGENCY | 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 | BR09710992200 | Fed/State Project Number | EMERGENCY | Category | 0001 BRIDGE - 097N00902N | |||||||
| 0005 | DGA BASE | 00001 | TON | 31.40 | 31.400 | 31.400 | 31.400 | 123.00 | 3,862.20 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 257.29 | 0.00 | |||
| 0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 17.10 | 17.100 | 0.000 | 0.000 | 741.65 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 6.10 | 6.100 | 0.000 | 0.000 | 1,388.90 | 0.00 | |||
| 0025 | ROADWAY EXCAVATION | 02200 | CUYD | 17.00 | 17.000 | 17.000 | 17.000 | 95.00 | 1,615.00 | |||
| 0030 | GRANULAR EMBANKMENT | 02223 | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 240.00 | 3,600.00 | |||
| 0035 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 169.00 | 169.000 | 169.000 | 169.000 | 125.00 | 21,125.00 | |||
| 0040 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 21.00 | 21.000 | 21.000 | 21.000 | 425.00 | 8,925.00 | |||
| 0045 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,500.00 | 16,500.00 | |||
| 0055 | MAINTAIN & CONTROL TRAFFIC TTC-110 LANE CLOSURE USING TRAFFIC SIGNA | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0060 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0065 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 125.00 | 4,000.00 | |||
| 0070 | EROSION CONTROL BLANKET | 05950 | SQYD | 65.00 | 65.000 | 65.000 | 0.000 | 65.000 | 9.50 | 617.50 | 617.50 | |
| 0075 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1.70 | 1.700 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0080 | STEEL POST TYPE 1 | 06410 | LF | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0085 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0090 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 295.00 | 295.000 | 127.340 | 127.340 | 85.00 | 10,823.90 | |||
| 0095 | PRE-DRILLING FOR PILES | 08039 | LF | 280.00 | 280.000 | 168.630 | 168.630 | 595.00 | 100,334.85 | |||
| 0100 | PRE-DRILLING FOR PILES SOLID ROCK | 08039 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 795.00 | 33,390.00 | |||
| 0105 | PILES-STEEL HP14X89 | 08051 | LF | 287.00 | 287.000 | 280.990 | 280.990 | 190.00 | 53,388.10 | |||
| 0110 | CONCRETE-CLASS A | 08100 | CUYD | 52.50 | 52.500 | 52.500 | 52.500 | 1,500.00 | 78,750.00 | |||
| 0115 | CONCRETE-CLASS AA | 08104 | CUYD | 41.50 | 41.500 | 41.500 | 41.500 | 3,200.00 | 132,800.00 | |||
| 0120 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,154.00 | 8,154.000 | 8,154.000 | 8,154.000 | 3.25 | 26,500.50 | |||
| 0125 | TRANSPORT AND SET CONCRETE BEAMS | 22894NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| 8000 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 160.000 | 160.000 | 160.000 | 48.00 | 7,680.00 | |||
| 8001 | FOUNDATION PREPARATION | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 37,320.00 | 37,320.00 | |||
| Project | BR09710992200 | Fed/State Project Number | EMERGENCY | Category | 0002 DEMOBILIZATION | |||||||
| 0130 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 41,000.00 | 41,000.00 | |||
| 0135 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 12,500.00 | 12,500.00 | 12,500.00 | |
| SUBTOT | $13,117.50 |
$766,732.05 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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