|
Report_Id: 235303 Est NO 0001 |
Date:03/18/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235303 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Mucci, Richard A. | ||||||
| Contractor | CENTRAL BRIDGE CO LLC | ADDR SN 0 VC Code KY0018903 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 04/28/2023 TO 02/21/2024 | ||||||
| Date Approved | 03/03/2024 | ||||||
| Primary Proj Number | BR05712382200 | ||||||
| Project No. | STP BRZ 9030 (333) | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | DRAKE LANE OVER NS (CNO&TP) SYSTEM | ||||||
| Description | REPLACE BRIDGE ON DRAKE LANE (MP 0.88) OVER NORFOLK SOUTHERN RR. | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | |||||
| Date Contract Executed | 04/28/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/28/2023 | Actual Completion Date | |||||
| Current Contract Amount | $1,824,317.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,824,317.17 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
| Percent Complete | 7.20 |
Stockpiled Materials | $131,406.55 |
$0.00 |
$131,406.55 |
|
| Funds Available | $1,692,910.62 |
Gross Earnings | $131,406.55 |
$0.00 |
$131,406.55 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $131,406.55 |
$0.00 |
$131,406.55 |
|||
| Contract Id | 235303 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (333) | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | Period | 04/28/2023 TO 02/21/2024 | |||||||
| 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 | 235303 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05712382200 | ||||||
| Estimate Nbr | 0001 | Period | 04/28/2023 TO 02/21/2024 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | |||||||||
| Project | BR05712382200 | Fed/State Project Number | STP BRZ 9030 (333) | 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 | BR05712382200 | Fed/State Project Number | STP BRZ 9030 (333) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 229.00 | 229.000 | 0.000 | 0.000 | 56.20 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 109.00 | 109.000 | 0.000 | 0.000 | 56.20 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 94.00 | 94.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 285.00 | 285.000 | 0.000 | 0.000 | 164.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | BR05712382200 | Fed/State Project Number | STP BRZ 9030 (333) | Category | 0002 ROADWAY | |||||||
| 0045 | STANDARD HEADER CURB | 01875 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 67.25 | 0.00 | |||
| 0050 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 17.35 | 0.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 14.19 | 0.00 | |||
| 0060 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,362.00 | 1,362.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| 0065 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,106.00 | 2,106.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 40.93 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 79.73 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,733.94 | 0.00 | |||
| 0085 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 59.20 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0100 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0105 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 106.00 | 106.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0130 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0135 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0140 | SNOW FENCE | 21476ED | LF | 1,857.00 | 1,857.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0145 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,710.25 | 0.00 | |||
| Project | BR05712382200 | Fed/State Project Number | STP BRZ 9030 (333) | Category | 0003 DRAINAGE | |||||||
| 0150 | CULVERT PIPE-18 IN | 00462 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0155 | STORM SEWER PIPE-18 IN | 00522 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0160 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0165 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,250.00 | 0.00 | |||
| 0170 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,950.00 | 0.00 | |||
| Project | BR05712382200 | Fed/State Project Number | STP BRZ 9030 (333) | Category | 0004 BRIDGE | |||||||
| 0175 | FENCE-6 FT CHAIN LINK | 02274 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 124.00 | 0.00 | |||
| 0180 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 138.00 | 0.00 | |||
| 0185 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 368.00 | 368.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0190 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53,000.00 | 0.00 | |||
| 0195 | CONCRETE-CLASS A | 08100 | CUYD | 209.00 | 209.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0200 | CONCRETE-CLASS AA | 08104 | CUYD | 114.00 | 114.000 | 0.000 | 0.000 | 1,505.00 | 0.00 | |||
| 0205 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 50,038.00 | 50,038.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 0210 | STRUCTURAL STEEL APPROX 129656 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 620,000.00 | 0.00 | |||
| 0215 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 0220 | CONCRETE SEALING | 23378EC | SQFT | 6,556.00 | 6,556.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0225 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 266.00 | 266.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| Project | BR05712382200 | Fed/State Project Number | STP BRZ 9030 (333) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0230 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,600.00 | 0.00 | |||
| 0235 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0210-2-0I |
STEEL, STRUCTURAL | L S |
1.00 | 0001 | $44616.750000 | 42,385.92 | $42,385.92 | |||||
0210-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0001 | $93705.920000 | 89,020.63 | $89,020.63 | |||||
| SUBTOT | $131,406.55 |
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