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Report_Id: 245337 Est NO 0008 |
Date:12/09/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245337 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | E AND B PAVING LLC | ADDR SN 0 VC Code KY0019238 | |||||
| 286 W 300 N | |||||||
| ANDERSON , IN , 46012 | |||||||
| Pay Period | 11/02/2024 TO 11/15/2024 | ||||||
| Date Approved | 11/25/2024 | ||||||
| Primary Proj Number | BR04700622400 | ||||||
| Project No. | STP BRZ 9030 (450) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | US 62 | ||||||
| Description | ADDRESS DEFICIENCES OF US 62 AT SLOUGH OFF ROLLING FORK (047 B00022N) | ||||||
| Date Let | 02/22/2024 | Formal Acceptance | |||||
| Date Awarded | 03/05/2024 | Date Work Began | 07/09/2024 | ||||
| Date Contract Executed | 03/28/2024 | Open To Traffic | |||||
| Date NTP Issued | 03/28/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,388,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,388,000.00 |
Total Earnings | $1,725,369.38 |
$1,281,985.38 |
$443,384.00 |
|
| Percent Complete | 72.25 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $662,630.62 |
Gross Earnings | $1,725,369.38 |
$1,281,985.38 |
$443,384.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,725,369.38 |
$1,281,985.38 |
$443,384.00 |
|||
| Contract Id | 245337 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0008 | Project Number | STP BRZ 9030 (450) | |||||||
| Contractor | E AND B PAVING LLC | Period | 11/02/2024 TO 11/15/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Guardrail and Striping | Pending | 0 | $32,523.50 | 2.0 | |||||
| 002 | Liquidated Damage OVERRIDE | Approved | 11/19/2024 | $0.00 | 0.0 | |||||
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 | 245337 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04700622400 | ||||||
| Estimate Nbr | 0008 | Period | 11/02/2024 TO 11/15/2024 | |||||||
| Contractor | E AND B PAVING LLC | |||||||||
| Project | BR04700622400 | Fed/State Project Number | STP BRZ 9030 (450) | 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 | BR04700622400 | Fed/State Project Number | STP BRZ 9030 (450) | Category | 0001 BRIDGE - 047B00022N | |||||||
| 0005 | DGA BASE | 00001 | TON | 188.00 | 188.000 | 234.280 | 234.280 | 65.00 | 15,228.20 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 61.00 | 61.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 540.00 | 540.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 56.00 | 56.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0025 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0030 | GRANULAR EMBANKMENT | 02223 | CUYD | 50.00 | 50.000 | 74.110 | 74.110 | 100.00 | 7,411.00 | |||
| 0035 | EMBANKMENT IN PLACE | 02230 | CUYD | 200.00 | 200.000 | 274.110 | 274.110 | 150.00 | 41,116.50 | |||
| 0040 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 103.45 | 0.00 | |||
| 0045 | CHANNEL LINING CLASS III | 02484 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0050 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 0055 | EDGE KEY | 02585 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,205.00 | 8,820.00 | |||
| 0065 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.900 | 0.950 | 28,000.00 | 1,400.00 | 26,600.00 | |
| 0070 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 202,100.83 | 202,100.83 | |||
| 0075 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0080 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 34,000.00 | 34,000.00 | |||
| 0085 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,281.00 | 1,281.000 | 585.690 | 585.690 | 52.00 | 30,455.88 | |||
| 0090 | TEST PILES | 08033 | LF | 144.00 | 144.000 | 131.430 | 131.430 | 111.24 | 14,620.27 | |||
| 0095 | PILES-STEEL HP12X53 | 08046 | LF | 668.00 | 668.000 | 652.420 | 652.420 | 120.00 | 78,290.40 | |||
| 0100 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 165.00 | 1,980.00 | |||
| 0105 | CONCRETE-CLASS A | 08100 | CUYD | 194.50 | 194.500 | 194.500 | 194.500 | 1,150.00 | 223,675.00 | |||
| 0110 | CONCRETE-CLASS AA | 08104 | CUYD | 284.50 | 284.500 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0115 | STEEL REINFORCEMENT | 08150 | LB | 30,618.00 | 30,618.000 | 30,618.000 | 30,618.000 | 1.51 | 46,233.18 | |||
| 0120 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 98,886.00 | 98,886.000 | 4,634.020 | 4,634.020 | 1.10 | 5,097.42 | |||
| 0125 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,041.00 | 1,041.000 | 1,041.000 | 0.000 | 1,041.000 | 424.00 | 441,384.00 | 441,384.00 | |
| 0130 | ROCK SOUNDINGS | 20745ED | LF | 191.00 | 191.000 | 187.240 | 187.240 | 25.00 | 4,681.00 | |||
| 0135 | ROCK CORINGS | 20746ED | LF | 36.00 | 36.000 | 120.000 | 120.000 | 80.00 | 9,600.00 | |||
| 0140 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC | 21741NC | EACH | 1.00 | 1.000 | 0.050 | 0.900 | 0.950 | 12,000.00 | 600.00 | 11,400.00 | |
| 0150 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 350.00 | 350.000 | 0.000 | 0.000 | 51.98 | 0.00 | |||
| 0155 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 48.00 | 48.000 | 49.630 | 49.630 | 1,890.00 | 93,800.70 | |||
| 0160 | CONCRETE SEALING | 23378EC | SQFT | 20,845.00 | 20,845.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0165 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 175.00 | 175.000 | 187.500 | 187.500 | 2,210.00 | 414,375.00 | |||
| 0170 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 528.00 | 528.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0175 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,718.98 | 0.00 | |||
| 0185 | ASPHALT MATERIAL FOR TACK (ADDED 2/13/2024) | 00356 | TON | 1.03 | 1.030 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0190 | ASPHALT SEAL AGGREGATE (ADDED 2/13/2024) | 00100 | TON | 3.12 | 3.120 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0195 | ASPHALT SEAL COAT (ADDED 2/13/2024) | 00103 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 8000 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 8001 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,250.00 | 0.00 | |||
| 8002 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 8003 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 8004 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 8005 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR04700622400 | Fed/State Project Number | STP BRZ 9030 (450) | Category | 0002 DEMOBILIZATION | |||||||
| 0180 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,820.00 | 0.00 | |||
| SUBTOT | $443,384.00 |
$1,725,369.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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