|
Report_Id: 245359 Est NO 0001 |
Date:01/10/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245359 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10320) Lanham, Stephen D. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 08/21/2024 TO 12/16/2024 | ||||||
| Date Approved | 12/22/2024 | ||||||
| Primary Proj Number | BR03300522400 | ||||||
| Project No. | STP BRZ 9030 (476) | ||||||
| Primary County | ESTILL | ||||||
| Name of Road | RICHMOND-IRVINE ROAD (KY 52) | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 52 OVER DROWNING CREEK (033B00017 N) | ||||||
| Date Let | 07/18/2024 | Formal Acceptance | |||||
| Date Awarded | 07/30/2024 | Date Work Began | |||||
| Date Contract Executed | 08/21/2024 | Open To Traffic | |||||
| Date NTP Issued | 08/21/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,942,824.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,942,824.80 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
| Percent Complete | 9.55 |
Stockpiled Materials | $280,947.52 |
$0.00 |
$280,947.52 |
|
| Funds Available | $2,661,877.28 |
Gross Earnings | $280,947.52 |
$0.00 |
$280,947.52 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $280,947.52 |
$0.00 |
$280,947.52 |
|||
| Contract Id | 245359 | Change Order Summary |
County | ESTILL | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (476) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 08/21/2024 TO 12/16/2024 | |||||||
| 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 | 245359 | COMMONWEALTH OF KENTUCKY |
County | ESTILL | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR03300522400 | ||||||
| Estimate Nbr | 0001 | Period | 08/21/2024 TO 12/16/2024 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | BR03300522400 | Fed/State Project Number | STP BRZ 9030 (476) | 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 | BR03300522400 | Fed/State Project Number | STP BRZ 9030 (476) | Category | 0001 BRIDGE - 033B00017N | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,849.00 | 1,849.000 | 0.000 | 0.000 | 44.90 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 238.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 741.00 | 741.000 | 0.000 | 0.000 | 128.75 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 255.00 | 255.000 | 0.000 | 0.000 | 136.25 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0040 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,314.00 | 1,314.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0045 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 571.60 | 571.600 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0050 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0055 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 1,385.00 | 1,385.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0065 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0070 | EDGE KEY | 02585 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 41.75 | 0.00 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0080 | PORTABLE CHANGEABLE MESSAGE SIGN (REVISED 7-16-2024) | 02671 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,750.00 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0090 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 172,500.00 | 0.00 | |||
| 0095 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0100 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 4,412.00 | 4,412.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0105 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 152.00 | 152.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0110 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 125,000.00 | 0.00 | |||
| 0115 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0120 | TEST PILES | 08033 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0125 | PRE-DRILLING FOR PILES | 08039 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0130 | PILES-STEEL HP12X53 | 08046 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0135 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0140 | CONCRETE-CLASS A | 08100 | CUYD | 327.40 | 327.400 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0145 | CONCRETE-CLASS AA | 08104 | CUYD | 305.20 | 305.200 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0150 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 818.00 | 818.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0155 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0160 | STEEL REINFORCEMENT | 08150 | LB | 40,400.00 | 40,400.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0165 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 80,690.00 | 80,690.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0170 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 1,397.00 | 1,397.000 | 0.000 | 0.000 | 408.00 | 0.00 | |||
| 0175 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0180 | SNOW FENCE | 21476ED | LF | 288.00 | 288.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0185 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,537.50 | 1,537.500 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0190 | CONCRETE SEALING | 23378EC | SQFT | 16,945.00 | 16,945.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0195 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0200 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 474.00 | 474.000 | 0.000 | 0.000 | 158.00 | 0.00 | |||
| 0205 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,190.00 | 0.00 | |||
| 0210 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0225 | CONCRETE BARRIER WALL TYPE 9T (ADDED 7-16-2024) | 03171 | LF | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0230 | CRASH CUSHION TY VI CLASS BT TL3 (ADDED 7-16-2024) | 08903 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0235 | LAW ENFORCEMENT OFFICER (ADDED 7-16-2024) | 20411ED | HOUR | 400.00 | 400.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | BR03300522400 | Fed/State Project Number | STP BRZ 9030 (476) | Category | 0016 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0215 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 115,000.00 | 0.00 | |||
| 0220 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0170-1-0I |
SB33"x48" Spread Box Beams | LF |
1,317.83 | 0001 | $224.410000 | 280,947.52 | $280,947.52 | |||||
| SUBTOT | $280,947.52 |
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