|
ContID 265402 EST NO 0001 |
Date:05/20/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 265402 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | SOMERSET (08320) Taylor, Tracy J. | ||||||
| Contractor | SCOTT AND MURPHY INC | MARS ADDR SN 0 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 02/24/2026 TO 05/15/2026 | ||||||
| Date Approved | 05/19/2026 | ||||||
| Primary Proj Number | BR02900902600 | ||||||
| Project No. | STP BRZ 9030 (520) | ||||||
| Primary County | CUMBERLAND | ||||||
| Name of Road | KY 90 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 90 OVER DUTCH CREEK (029B00020N) | ||||||
| Date Let | 01/29/2026 | Formal Acceptance | |||||
| Date Awarded | 02/10/2026 | Date Work Began | |||||
| Date Contract Executed | 02/10/2026 | Open To Traffic | |||||
| Date NTP Issued | 02/24/2026 | Actual Completion Date | |||||
| Current Contract Amount | $3,721,243.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,721,243.77 |
Total Earnings | $61,985.00 |
$0.00 |
$61,985.00 |
|
| Percent Complete | 1.67 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,659,258.77 |
Gross Earnings | $61,985.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $61,985.00 |
$0.00 |
61,985.00 |
|||
| Contract Id | 265402 | Change Order Summary |
County | CUMBERLAND | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (520) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 02/24/2026 TO 05/15/2026 | |||||||
| 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 | 265402 | COMMONWEALTH OF KENTUCKY |
County | CUMBERLAND | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02900902600 | ||||||
| Estimate Nbr | 0001 | Period | 02/24/2026 TO 05/15/2026 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR02900902600 | Fed/State Project Number | STP BRZ 9030 (520) | 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 | BR02900902600 | Fed/State Project Number | STP BRZ 9030 (520) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 3,594.00 | 3,594.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 54.25 | 54.250 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 6.51 | 6.510 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,080.00 | 2,080.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 477.00 | 477.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.87 | 0.870 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0035 | FUEL ADJUSTMENT | 10020NS | DOLL | 3,980.00 | 3,980.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 9,997.00 | 9,997.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR02900902600 | Fed/State Project Number | STP BRZ 9030 (520) | Category | 0002 ROADWAY | |||||||
| 0045 | ENTRANCE PIPE-18 IN | 00441 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 71.00 | 0.00 | |||
| 0050 | ENTRANCE PIPE-24 IN | 00443 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 0055 | ENTRANCE PIPE-30 IN | 00445 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0060 | CULVERT PIPE-18 IN | 00462 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 71.00 | 0.00 | |||
| 0065 | CULVERT PIPE-24 IN | 00464 | LF | 273.00 | 273.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 0070 | CULVERT PIPE-30 IN | 00466 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0075 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0080 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0085 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0090 | FLUME INLET TYPE 1 | 01690 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,700.00 | 0.00 | |||
| 0095 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 13.58 | 0.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 30.00 | 30.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0110 | TEMP DITCH | 02159 | LF | 285.00 | 285.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0115 | EMBANKMENT IN PLACE | 02230 | CUYD | 25,567.00 | 25,567.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,362.50 | 2,362.500 | 0.000 | 0.000 | 30.39 | 0.00 | |||
| 0125 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 86.34 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,676.46 | 0.00 | |||
| 0135 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 182.00 | 182.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS III | 02484 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0155 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 53,500.00 | 13,375.00 | 13,375.00 | |
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 81.00 | 81.000 | 145.000 | 0.000 | 145.000 | 18.00 | 2,610.00 | 2,610.00 | |
| 0165 | EDGE KEY | 02585 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,000.00 | 0.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0180 | EDGELINE RUMBLE STRIPS | 02697 | LF | 3,316.00 | 3,316.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| 0185 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,500.00 | 0.00 | |||
| 0190 | EROSION CONTROL BLANKET | 05950 | SQYD | 162.00 | 162.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,690.00 | 3,690.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,100.00 | 4,100.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0210 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 36.59 | 0.00 | |||
| 0215 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,400.00 | 0.00 | |||
| 0220 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 540.00 | 540.000 | 0.000 | 0.000 | 10.24 | 0.00 | |||
| 0225 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 29.00 | 29.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0230 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0235 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,845.34 | 0.00 | |||
| 0240 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0245 | KYTC S&F HEADWALL-18 IN | 40023 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | BR02900902600 | Fed/State Project Number | STP BRZ 9030 (520) | Category | 0003 BRIDGE | |||||||
| 0250 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 575.00 | 575.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 0255 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0260 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 122.96 | 0.00 | |||
| 0265 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 38.00 | 38.000 | 0.000 | 0.000 | 316.32 | 0.00 | |||
| 0270 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,847.41 | 0.00 | |||
| 0275 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 185.00 | 185.000 | 0.000 | 0.000 | 38.13 | 0.00 | |||
| 0280 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 195.00 | 195.000 | 0.000 | 0.000 | 30.82 | 0.00 | |||
| 0285 | TEST PILES | 08033 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 122.84 | 0.00 | |||
| 0290 | PRE-DRILLING FOR PILES | 08039 | LF | 394.00 | 394.000 | 0.000 | 0.000 | 200.28 | 0.00 | |||
| 0295 | PILES-STEEL HP12X53 | 08046 | LF | 434.00 | 434.000 | 0.000 | 0.000 | 78.99 | 0.00 | |||
| 0300 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 169.32 | 0.00 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 274.50 | 274.500 | 0.000 | 0.000 | 982.54 | 0.00 | |||
| 0310 | CONCRETE-CLASS AA | 08104 | CUYD | 236.20 | 236.200 | 0.000 | 0.000 | 1,299.86 | 0.00 | |||
| 0315 | STEEL REINFORCEMENT | 08150 | LB | 35,132.00 | 35,132.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 89,370.00 | 89,370.000 | 0.000 | 0.000 | 1.89 | 0.00 | |||
| 0325 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 721.40 | 721.400 | 0.000 | 0.000 | 758.43 | 0.00 | |||
| 0330 | CONCRETE SEALING | 23378EC | SQFT | 16,453.00 | 16,453.000 | 0.000 | 0.000 | 1.99 | 0.00 | |||
| 0335 | RAIL SYSTEM TYPE C412 | 26231ED | LF | 368.10 | 368.100 | 0.000 | 0.000 | 501.94 | 0.00 | |||
| 0340 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,252.25 | 0.00 | |||
| Project | BR02900902600 | Fed/State Project Number | STP BRZ 9030 (520) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0345 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 92,000.00 | 46,000.00 | 46,000.00 | |
| 0350 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,818.65 | 0.00 | |||
| SUBTOT | $61,985.00 |
$61,985.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||