|
Report_Id: 255400 Est NO 0001 |
Date:03/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255400 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles B. | ||||||
| Contractor | CAMBRY CONTRACTING INC | ADDR SN 0 VC Code KY0017339 | |||||
| P O BOX 40 | |||||||
| MORGANTOWN , KY , 42261 | |||||||
| Pay Period | 01/12/2026 TO 02/19/2026 | ||||||
| Date Approved | 03/01/2026 | ||||||
| Primary Proj Number | BR07510462500 | ||||||
| Project No. | STP BRZ 9030 (518) | ||||||
| Primary County | MCLEAN | ||||||
| Name of Road | KY 1046 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 1046 OVER LONG FALLS CREEK (075B0 0061N) | ||||||
| Date Let | 12/11/2025 | Formal Acceptance | |||||
| Date Awarded | 12/18/2025 | Date Work Began | 03/07/2025 | ||||
| Date Contract Executed | 01/12/2026 | Open To Traffic | 10/09/2025 | ||||
| Date NTP Issued | 01/12/2026 | Actual Completion Date | 10/09/2025 | ||||
| Current Contract Amount | $813,570.84 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $813,570.84 |
Total Earnings | $70,837.40 |
$0.00 |
$70,837.40 |
|
| Percent Complete | 8.71 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $742,733.44 |
Gross Earnings | $70,837.40 |
$0.00 |
$70,837.40 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $70,837.40 |
$0.00 |
$70,837.40 |
|||
| Contract Id | 255400 | Change Order Summary |
County | MCLEAN | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (518) | |||||||
| Contractor | CAMBRY CONTRACTING INC | Period | 01/12/2026 TO 02/19/2026 | |||||||
| 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 | 255400 | COMMONWEALTH OF KENTUCKY |
County | MCLEAN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07510462500 | ||||||
| Estimate Nbr | 0001 | Period | 01/12/2026 TO 02/19/2026 | |||||||
| Contractor | CAMBRY CONTRACTING INC | |||||||||
| Project | BR07510462500 | Fed/State Project Number | STP BRZ 9030 (518) | 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 | BR07510462500 | Fed/State Project Number | STP BRZ 9030 (518) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 505.00 | 505.000 | 0.000 | 0.000 | 59.50 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 720.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 265.00 | 265.000 | 0.000 | 0.000 | 222.50 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 326.50 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 849.50 | 0.00 | |||
| Project | BR07510462500 | Fed/State Project Number | STP BRZ 9030 (518) | Category | 0002 ROADWAY | |||||||
| 0035 | ENTRANCE PIPE-24 IN | 00443 | LF | 107.00 | 107.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 17.39 | 0.00 | |||
| 0045 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 5.000 | 0.000 | 5.000 | 100.00 | 500.00 | 500.00 | |
| 0050 | ROADWAY EXCAVATION | 02200 | CUYD | 458.00 | 458.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0055 | GRANULAR EMBANKMENT | 02223 | CUYD | 112.00 | 112.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 101.57 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,132.57 | 0.00 | |||
| 0070 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 208.65 | 0.00 | |||
| 0075 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 171.56 | 0.00 | |||
| 0080 | CHANNEL LINING CLASS II | 02483 | TON | 262.00 | 262.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 5,000.00 | 2,500.00 | 2,500.00 | |
| 0090 | TEMPORARY SIGNS | 02562 | SQFT | 216.00 | 216.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0095 | EDGE KEY | 02585 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 510.00 | 510.000 | 106.660 | 0.000 | 106.660 | 2.50 | 266.65 | 266.65 | |
| 0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 5,565.00 | 2,782.50 | 2,782.50 | |
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0115 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 5,000.00 | 2,500.00 | 2,500.00 | |
| 0120 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 58,500.00 | 58,500.00 | 58,500.00 | |
| 0125 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 268.00 | 268.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0130 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0135 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 1,000.00 | 500.00 | 500.00 | |
| 0140 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 150.00 | 150.000 | 0.000 | 0.000 | 45.11 | 0.00 | |||
| 0145 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0150 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 2,000.00 | 1,000.00 | 1,000.00 | |
| 0230 | W CAP EXISTING MAIN CUT, PLUG & BLOCK EXISTING MAIN (ADDED 1 | 14003 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0235 | W DIRECTIONAL BORE (ADDED 12-3-25) | 14004 | LF | 221.00 | 221.000 | 0.000 | 0.000 | 695.00 | 0.00 | |||
| 0240 | W PIPE PVC 04 INCH (ADDED 12-3-25) | 14058 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0245 | W TAPPING SLEEVE AND VALVE SIZE 1 (ADDED 12-3-25) | 14089 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,400.00 | 0.00 | |||
| 0250 | W VALVE SPECIAL 4 INCH IINSERTION VALUE (ADDED 12-3-25) | 14124 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0255 | W LINE MARKER (ADDED 12-3-25) | 14144 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0260 | W LEAK DETECTION METER (ADDED 12-3-25) | 14153 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0265 | W BLOWOFF ASSEMBLY (ADDED 12-3-25) | 14158 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| Project | BR07510462500 | Fed/State Project Number | STP BRZ 9030 (518) | Category | 0003 BRIDGE | |||||||
| 0155 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 91.00 | 91.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0160 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0165 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0170 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 310.00 | 310.000 | 50.850 | 0.000 | 50.850 | 45.00 | 2,288.25 | 2,288.25 | |
| 0175 | TEST PILES | 08033 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0180 | PILES-STEEL HP12X53 | 08046 | LF | 286.00 | 286.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0185 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0190 | CONCRETE-CLASS A | 08100 | CUYD | 31.00 | 31.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0195 | CONCRETE-CLASS AA | 08104 | CUYD | 23.00 | 23.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0200 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,800.00 | 5,800.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0205 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0210 | CONCRETE SEALING | 23378EC | SQFT | 4,850.00 | 4,850.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0215 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 100.00 | 100.000 | 0.000 | 0.000 | 229.71 | 0.00 | |||
| 0220 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | BR07510462500 | Fed/State Project Number | STP BRZ 9030 (518) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0225 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,203.56 | 0.00 | |||
| SUBTOT | $70,837.40 |
$70,837.40 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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