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Report_Id: 229910 Est NO 0007 |
Date:03/06/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 229910 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent | ||||||
| Contractor | CENTRAL BRIDGE CO LLC | ADDR SN 0 VC Code KY0018903 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 12/03/2022 TO 02/21/2023 | ||||||
| Date Approved | 02/28/2023 | ||||||
| Primary Proj Number | BR09816252200 | ||||||
| Project No. | EMERGENCY | ||||||
| Primary County | PIKE | ||||||
| Name of Road | BASCUM MULLINS ROAD (CR 1625G) | ||||||
| Description | REPLACE BRIDGE (067N00915N) ON MILLPOND ROAD (CR-1533) OVER POOR FORK CUMBERLAND RIVER. | ||||||
| Date Let | 08/01/2022 | Formal Acceptance | |||||
| Date Awarded | 08/01/2022 | Date Work Began | 09/16/2022 | ||||
| Date Contract Executed | 08/01/2022 | Open To Traffic | |||||
| Date NTP Issued | 08/01/2022 | Actual Completion Date | 11/30/2022 | ||||
| Current Contract Amount | $591,415.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $571,758.15 |
Total Earnings | $574,810.87 |
$572,607.12 |
$2,203.75 |
|
| Percent Complete | 97.19 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $16,604.69 |
Gross Earnings | $574,810.87 |
$572,607.12 |
$2,203.75 |
|
| Total Change Orders | $19,657.41 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $574,810.87 |
$572,607.12 |
$2,203.75 |
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| Contract Id | 229910 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0007 | Project Number | EMERGENCY | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | Period | 12/03/2022 TO 02/21/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional asphalt on tracking project | Approved | 12/06/2022 | $19,657.41 | 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 | 229910 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09816252200 | ||||||
| Estimate Nbr | 0007 | Period | 12/03/2022 TO 02/21/2023 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | |||||||||
| Project | BR09816252200 | 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 | BR09816252200 | Fed/State Project Number | EMERGENCY | Category | 0001 BRIDGE - 098N00902N | |||||||
| 0005 | DGA BASE | 00001 | TON | 100.00 | 100.000 | 70.430 | 70.430 | 85.00 | 5,986.55 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 45.00 | 54.620 | 54.620 | 54.620 | 301.82 | 16,485.40 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 20.00 | 55.050 | 55.050 | 55.050 | 478.00 | 26,313.90 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 10.00 | 2.00 | |||
| 0025 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 286.00 | 286.000 | 286.000 | 286.000 | 100.00 | 28,600.00 | |||
| 0030 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0035 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 160.000 | 160.000 | 22.00 | 3,520.00 | |||
| 0040 | EDGE KEY | 02585 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 19.95 | 2,094.75 | |||
| 0045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0050 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0055 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0060 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0065 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 75.00 | 15,000.00 | |||
| 0070 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 140.00 | 4,480.00 | |||
| 0075 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,000.00 | 24,000.00 | |||
| 0080 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,000.00 | 76,000.00 | |||
| 0085 | CONCRETE-CLASS A | 08100 | CUYD | 91.00 | 91.000 | 91.000 | 91.000 | 1,200.00 | 109,200.00 | |||
| 0090 | CONCRETE-CLASS AA | 08104 | CUYD | 21.00 | 21.000 | 21.000 | 21.000 | 2,550.00 | 53,550.00 | |||
| 0095 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 10,530.00 | 10,530.000 | 10,530.000 | 10,530.000 | 2.15 | 22,639.50 | |||
| 0100 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0105 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 0110 | EMBANKMENT | 21553EN | CUYD | 100.00 | 100.000 | 100.000 | 100.000 | 105.00 | 10,500.00 | |||
| 0115 | TRANSPORT AND SET CONCRETE BEAMS SET BEAMS ONLY | 22894NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,500.00 | 20,500.00 | |||
| 0120 | STRUCTURE EXCAVATION-SPECIAL SOLID ROCK | 24375EC | CUYD | 47.00 | 47.000 | 47.000 | 47.000 | 265.00 | 12,455.00 | |||
| 0125 | REMOVE AND REINSTALL REMOVE EX RIP RAP AND REPLACE WITH NEW | 24688EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0130 | RAIL SYSTEM TYPE II MOD | 25022ED | LF | 110.00 | 110.000 | 110.000 | 110.000 | 200.00 | 22,000.00 | |||
| Project | BR09816252200 | Fed/State Project Number | EMERGENCY | Category | 0002 DEMOBILIZATION | |||||||
| 0135 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,380.00 | 29,380.00 | |||
| 0140 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 8,815.00 | 2,203.75 | 2,203.75 | |
| SUBTOT | $2,203.75 |
$574,810.85 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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