|
ContID 255370 EST NO 0001 |
Date:05/07/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255370 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | BOWLING GREEN (03340) Hall, Bradford H. | ||||||
| Contractor | SCOTT AND MURPHY INC | MARS ADDR SN 0 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 03/21/2025 TO 05/02/2025 | ||||||
| Date Approved | 05/06/2025 | ||||||
| Primary Proj Number | BR01601652500 | ||||||
| Project No. | STP BRZ 9030 (488) | ||||||
| Primary County | BUTLER | ||||||
| Name of Road | I-165 | ||||||
| Description | ADDRESS DEFICIENCIES OF I-165 OVER GREEN RIVER | ||||||
| Date Let | 02/20/2025 | Formal Acceptance | |||||
| Date Awarded | 03/04/2025 | Date Work Began | 04/28/2025 | ||||
| Date Contract Executed | 03/21/2025 | Open To Traffic | |||||
| Date NTP Issued | 03/21/2025 | Actual Completion Date | |||||
| Current Contract Amount | $18,726,209.04 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $18,726,209.04 |
Total Earnings | $206,895.64 |
$0.00 |
$206,895.64 |
|
| Percent Complete | 1.10 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $18,519,313.40 |
Gross Earnings | $206,895.64 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $206,895.64 |
$0.00 |
206,895.64 |
|||
| Contract Id | 255370 | Change Order Summary |
County | BUTLER | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (488) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 03/21/2025 TO 05/02/2025 | |||||||
| 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 | 255370 | COMMONWEALTH OF KENTUCKY |
County | BUTLER | ||||||
| Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR01601652500 | ||||||
| Estimate Nbr | 0001 | Period | 03/21/2025 TO 05/02/2025 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR01601652500 | Fed/State Project Number | STP BRZ 9030 (488) | 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 | BR01601652500 | Fed/State Project Number | STP BRZ 9030 (488) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 6,850.00 | 6,850.000 | 74.130 | 0.000 | 74.130 | 56.00 | 4,151.28 | 4,151.28 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 732.00 | 732.000 | 222.640 | 0.000 | 222.640 | 74.00 | 16,475.36 | 16,475.36 | |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 119.00 | 119.000 | 0.000 | 0.000 | 220.83 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 1,077.85 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG76-22 | 00194 | TON | 265.00 | 265.000 | 0.000 | 0.000 | 160.09 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,823.00 | 2,823.000 | 0.000 | 0.000 | 124.91 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 180.00 | 180.000 | 0.000 | 0.000 | 179.30 | 0.00 | |||
| 0040 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 90.00 | 90.000 | 0.000 | 0.000 | 200.99 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 435.00 | 435.000 | 0.000 | 0.000 | 159.75 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38A PG76-22 (REVISED 2-18-25) | 00336 | TON | 397.00 | 397.000 | 0.000 | 0.000 | 186.86 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 753.49 | 0.00 | |||
| 0060 | FUEL ADJUSTMENT | 10020NS | DOLL | 6,533.00 | 6,533.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0065 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 16,409.00 | 16,409.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | JOINT ADHESIVE | 20071EC | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | BR01601652500 | Fed/State Project Number | STP BRZ 9030 (488) | Category | 0002 ROADWAY | |||||||
| 0075 | PERFORATED PIPE-4 IN | 01000 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0080 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0085 | REMOVE CURB | 01904 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 16.25 | 0.00 | |||
| 0095 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 16.25 | 0.00 | |||
| 0100 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0105 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0110 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0115 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 415.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 34.40 | 0.00 | |||
| 0125 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 59.29 | 0.00 | |||
| 0130 | REMOVE GUARDRAIL | 02381 | LF | 1,564.00 | 1,564.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0135 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0140 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 378.000 | 0.000 | 378.000 | 13.00 | 4,914.00 | 4,914.00 | |
| 0150 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 260,000.00 | 26,000.00 | 26,000.00 | |
| 0155 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 5,500.00 | 11,000.00 | 11,000.00 | |
| 0160 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,220.82 | 0.00 | |||
| 0165 | SHOULDER RUMBLE STRIPS | 02696 | LF | 16,000.00 | 16,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0170 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 15,500.00 | 3,875.00 | 3,875.00 | |
| 0175 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,368.38 | 0.00 | |||
| 0180 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0185 | TUBULAR MARKERS | 03225 | EACH | 330.00 | 330.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0190 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,912.00 | 8,912.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0195 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 4,832.00 | 4,832.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 13,340.00 | 13,340.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0205 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,000.00 | 2,000.000 | 420.000 | 0.000 | 420.000 | 3.00 | 1,260.00 | 1,260.00 | |
| 0210 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 26,900.00 | 26,900.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0215 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 25,400.00 | 25,400.000 | 1,680.000 | 0.000 | 1,680.000 | 2.75 | 4,620.00 | 4,620.00 | |
| 0220 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,950.00 | 1,950.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0225 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,560.00 | 1,560.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0230 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0235 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,100.00 | 0.00 | |||
| 0240 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 39,217.00 | 0.00 | |||
| 0245 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0250 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 995.00 | 0.00 | |||
| 0255 | RECONSTRUCT CURB BOX INLET | 20904ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0260 | LONGITUDINAL EDGE KEY | 21289ED | LF | 5,760.00 | 5,760.000 | 0.000 | 0.000 | 4.34 | 0.00 | |||
| 0265 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,800.00 | 0.00 | |||
| 0270 | CONCRETE WEDGE CURB | 22883EN | LF | 279.00 | 279.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0275 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 5,150.00 | 5,150.000 | 0.000 | 0.000 | 4.05 | 0.00 | |||
| 0280 | MEDIAN CROSSOVER REMOVAL | 23496EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 86,400.00 | 0.00 | |||
| 0285 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 419.32 | 0.00 | |||
| 0290 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 2,880.00 | 2,880.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0295 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,916.05 | 0.00 | |||
| 0300 | FURNISH QUEUE PROTECTION VEHICLES (REVISED 2-18-25) | 25117EC | MONT | 19.00 | 19.000 | 0.000 | 0.000 | 7,220.00 | 0.00 | |||
| 0305 | PORTABLE QUEUE WARNING ALERT SYSTEM (REVISED 2-18-25) | 26136EC | MONT | 19.00 | 19.000 | 0.000 | 0.000 | 2,960.00 | 0.00 | |||
| 0310 | QUEUE WARNING PCMS (REVISED 2-18-25) | 26137EC | MONT | 114.00 | 114.000 | 0.000 | 0.000 | 820.00 | 0.00 | |||
| 0315 | QUEUE WARNING PORTABLE RADAR SENSORS (REVISED 2-18-25) | 26138EC | MONT | 114.00 | 114.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0320 | CONNECTED ARROW PANEL (REVISED 2-18-25) | 26237EC | MONT | 38.00 | 38.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0485 | PORTABLE CHANGEABLE MESSAGE SIGN (ADDED 2-19-25) | 02671 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 9,800.00 | 19,600.00 | 19,600.00 | |
| Project | BR01601652500 | Fed/State Project Number | STP BRZ 9030 (488) | Category | 0003 BRIDGE | |||||||
| 0325 | JUNCTION BOX-24 IN | 01643 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,945.00 | 0.00 | |||
| 0330 | CONC MEDIAN BARRIER TYPE A TL5 56 IN | 01978 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0335 | CONC MEDIAN BARRIER TYPE B TL5 56 IN | 01979 | LF | 781.00 | 781.000 | 0.000 | 0.000 | 198.00 | 0.00 | |||
| 0340 | PAVED DITCH TYPE 2 | 02158 | SQYD | 5.00 | 5.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0345 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 250.00 | 250.000 | 0.000 | 0.000 | 167.00 | 0.00 | |||
| 0350 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 2,359.00 | 2,359.000 | 0.000 | 0.000 | 858.00 | 0.00 | |||
| 0355 | MASONRY COATING | 02998 | SQYD | 3,440.00 | 3,440.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0360 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 206.00 | 0.00 | |||
| 0365 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 103,000.00 | 0.00 | |||
| 0370 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,325.00 | 3,325.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0375 | CONCRETE-CLASS AA | 08104 | CUYD | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 2,315.00 | 0.00 | |||
| 0380 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 524,503.00 | 524,503.000 | 0.000 | 0.000 | 2.24 | 0.00 | |||
| 0385 | STRUCTURAL STEEL APPROX 34,100 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 912,000.00 | 0.00 | |||
| 0390 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 314,000.00 | 0.00 | |||
| 0395 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 0400 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 159.00 | 159.000 | 0.000 | 0.000 | 377.00 | 0.00 | |||
| 0405 | GIRDER REPAIR | 23070NN | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 27,500.00 | 0.00 | |||
| 0410 | CONCRETE SEALING | 23378EC | SQFT | 73,300.00 | 73,300.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0415 | INSPECTION WALKWAY | 23494EC | LF | 770.00 | 770.000 | 0.000 | 0.000 | 614.15 | 0.00 | |||
| 0420 | DECK DRAIN | 23813EC | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 1,165.00 | 0.00 | |||
| 0425 | FINGER EXPANSION JOINT | 23859EC | LF | 64.00 | 64.000 | 0.000 | 0.000 | 7,400.00 | 0.00 | |||
| 0430 | STEEL REPAIR | 24879EC | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 1,790.00 | 0.00 | |||
| 0435 | STEEL REPAIR | 24879EC | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 1,790.00 | 0.00 | |||
| 0440 | STEEL REPAIR | 24879EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,790.00 | 0.00 | |||
| 0445 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 845.00 | 845.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0450 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0455 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 1,689.00 | 1,689.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0460 | CONCRETE COATING | 26232EC | SQFT | 5,440.00 | 5,440.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 0465 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0480 | TIME COMPONENT (ADDED 2-18-25) | 10202ND | DOLL | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
| Project | BR01601652500 | Fed/State Project Number | STP BRZ 9030 (488) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0470 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 230,000.00 | 115,000.00 | 115,000.00 | |
| 0475 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 230,151.39 | 0.00 | |||
| SUBTOT | $206,895.64 |
$206,895.640 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||