|
Report_Id: 245345 Est NO 0005 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245345 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09320) Gillum, Brian S. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 08/27/2024 TO 09/09/2024 | ||||||
| Date Approved | 09/15/2024 | ||||||
| Primary Proj Number | BR02200012400 | ||||||
| Project No. | STP BRZ 9030 (460) | ||||||
| Primary County | CARTER | ||||||
| Name of Road | KY 1 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 1 OVER LITTLE FORK OF LITTLE SAND Y RIVER (022B00012N) | ||||||
| Date Let | 04/25/2024 | Formal Acceptance | |||||
| Date Awarded | 05/07/2024 | Date Work Began | 07/08/2024 | ||||
| Date Contract Executed | 05/31/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/31/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,696,780.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,696,780.00 |
Total Earnings | $717,620.38 |
$606,442.95 |
$111,177.43 |
|
| Percent Complete | 26.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,979,159.62 |
Gross Earnings | $717,620.38 |
$606,442.95 |
$111,177.43 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $717,620.38 |
$606,442.95 |
$111,177.43 |
|||
| Contract Id | 245345 | Change Order Summary |
County | CARTER | ||||||
| Estimate Nbr | 0005 | Project Number | STP BRZ 9030 (460) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 08/27/2024 TO 09/09/2024 | |||||||
| 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 | 245345 | COMMONWEALTH OF KENTUCKY |
County | CARTER | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02200012400 | ||||||
| Estimate Nbr | 0005 | Period | 08/27/2024 TO 09/09/2024 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | BR02200012400 | Fed/State Project Number | STP BRZ 9030 (460) | 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 | BR02200012400 | Fed/State Project Number | STP BRZ 9030 (460) | Category | 0001 BRIDGE - 022B00012N | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 335.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,410.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 985.00 | 985.000 | 0.000 | 0.000 | 217.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 194.00 | 194.000 | 0.000 | 0.000 | 296.50 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0035 | GRANULAR EMBANKMENT | 02223 | CUYD | 555.00 | 555.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0040 | EMBANKMENT IN PLACE | 02230 | CUYD | 6,124.00 | 6,124.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0045 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 112.00 | 112.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,462.50 | 1,462.500 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0055 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 17,500.00 | 13,125.00 | |||
| 0060 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0065 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.060 | 0.190 | 0.250 | 40,000.00 | 2,400.00 | 10,000.00 | |
| 0070 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 0075 | EDGELINE RUMBLE STRIPS | 02697 | LF | 3,270.00 | 3,270.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0080 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 13,000.00 | 2,600.00 | |||
| 0085 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 81,000.00 | 40,500.00 | |||
| 0090 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 540.00 | 540.000 | 200.000 | 200.000 | 55.00 | 11,000.00 | |||
| 0095 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0100 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 3,618.00 | 3,618.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0105 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 100,000.00 | 25,000.00 | 50,000.00 | |
| 0110 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 906.00 | 906.000 | 99.350 | 75.710 | 175.060 | 50.00 | 4,967.50 | 8,753.00 | |
| 0115 | TEST PILES | 08033 | LF | 346.00 | 346.000 | 163.500 | 163.000 | 326.500 | 115.00 | 18,802.50 | 37,547.50 | |
| 0120 | PILES-STEEL HP12X53 | 08046 | LF | 820.00 | 820.000 | 209.830 | 121.420 | 331.250 | 110.00 | 23,081.30 | 36,437.50 | |
| 0125 | PILES-STEEL HP14X89 | 08051 | LF | 1,134.00 | 1,134.000 | 243.305 | 181.410 | 424.715 | 125.00 | 30,413.12 | 53,089.37 | |
| 0130 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 3.000 | 3.000 | 6.000 | 155.00 | 465.00 | 930.00 | |
| 0135 | PILE POINTS-14 IN | 08095 | EACH | 16.00 | 16.000 | 4.000 | 4.000 | 8.000 | 175.00 | 700.00 | 1,400.00 | |
| 0140 | CONCRETE-CLASS A | 08100 | CUYD | 296.00 | 296.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0145 | CONCRETE-CLASS AA | 08104 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 0150 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 112.00 | 112.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0155 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0160 | STEEL REINFORCEMENT | 08150 | LB | 15,560.00 | 15,560.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0165 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 21,122.00 | 21,122.000 | 2,674.000 | 0.000 | 2,674.000 | 2.00 | 5,348.00 | 5,348.00 | |
| 0170 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 792.00 | 792.000 | 375.000 | 375.000 | 390.00 | 146,250.00 | |||
| 0175 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 756.00 | 756.000 | 392.000 | 392.000 | 420.00 | 164,640.00 | |||
| 0180 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0185 | CONCRETE SEALING | 23378EC | SQFT | 12,710.00 | 12,710.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0190 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0195 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 345.00 | 345.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0200 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0205 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 8001 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 8002 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| Project | BR02200012400 | Fed/State Project Number | STP BRZ 9030 (460) | Category | 0002 DEMOBILIZATION/MOBILIZATION | |||||||
| 0210 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 0215 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,500.00 | 0.00 | |||
| SUBTOT | $111,177.42 |
$717,620.37 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||