|
Report_Id: 245360 Est NO 0005 |
Date:11/25/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245360 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12320) Wright, Zachary D. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 10/19/2024 TO 11/01/2024 | ||||||
| Date Approved | 11/11/2024 | ||||||
| Primary Proj Number | BR08013172400 | ||||||
| Project No. | STP BRZ 9030 (477) | ||||||
| Primary County | MARTIN | ||||||
| Name of Road | CR 1317 | ||||||
| Description | ADDRESS DEFICIENCIES OF JOHNSON BOTTOM OVER ROCKCASTLE CREEK (080C00057N) | ||||||
| Date Let | 07/18/2024 | Formal Acceptance | |||||
| Date Awarded | 07/30/2024 | Date Work Began | 09/03/2024 | ||||
| Date Contract Executed | 08/22/2024 | Open To Traffic | |||||
| Date NTP Issued | 08/22/2024 | Actual Completion Date | |||||
| Current Contract Amount | $879,947.83 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $879,947.83 |
Total Earnings | $454,493.16 |
$272,297.39 |
$182,195.77 |
|
| Percent Complete | 52.24 |
Stockpiled Materials | $5,162.43 |
$103,248.56 |
$-98,086.13 |
|
| Funds Available | $420,292.24 |
Gross Earnings | $459,655.59 |
$375,545.95 |
$84,109.64 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $459,655.59 |
$375,545.95 |
$84,109.64 |
|||
| Contract Id | 245360 | Change Order Summary |
County | MARTIN | ||||||
| Estimate Nbr | 0005 | Project Number | STP BRZ 9030 (477) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 10/19/2024 TO 11/01/2024 | |||||||
| 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 | 245360 | COMMONWEALTH OF KENTUCKY |
County | MARTIN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR08013172400 | ||||||
| Estimate Nbr | 0005 | Period | 10/19/2024 TO 11/01/2024 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | BR08013172400 | Fed/State Project Number | STP BRZ 9030 (477) | 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 | BR08013172400 | Fed/State Project Number | STP BRZ 9030 (477) | Category | 0001 BRIDGE - 080C00057N | |||||||
| 0005 | DGA BASE | 00001 | TON | 272.00 | 272.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 15,500.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 176.00 | 176.000 | 0.000 | 0.000 | 352.70 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 388.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 16.83 | 0.00 | |||
| 0040 | REMOVE PAVEMENT | 02091 | SQYD | 128.00 | 128.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0045 | EMBANKMENT IN PLACE | 02230 | CUYD | 232.00 | 232.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0050 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 74.00 | 74.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 42.31 | 0.00 | |||
| 0060 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 106.00 | 106.000 | 0.000 | 0.000 | 81.29 | 0.00 | |||
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 82.26 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,759.72 | 0.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 224.70 | 0.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 207.49 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING 0.16 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 48,712.00 | 24,356.00 | |||
| 0090 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 621.59 | 0.00 | |||
| 0095 | EDGE KEY | 02585 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 15,500.00 | 3,100.00 | |||
| 0105 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0110 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 15,000.00 | 7,500.00 | |||
| 0115 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0120 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0125 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 49.72 | 0.00 | |||
| 0130 | STEEL POST TYPE 1 | 06410 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 44.55 | 0.00 | |||
| 0135 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 70,000.00 | 52,500.00 | |||
| 0140 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 431.00 | 431.000 | 411.800 | 411.800 | 50.00 | 20,590.00 | |||
| 0145 | TEST PILES | 08033 | LF | 145.00 | 145.000 | 146.000 | 146.000 | 114.00 | 16,644.00 | |||
| 0150 | PILES-STEEL HP12X53 | 08046 | LF | 538.00 | 538.000 | 493.539 | 493.539 | 104.00 | 51,328.05 | |||
| 0155 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 202.00 | 3,232.00 | |||
| 0160 | CONCRETE-CLASS A | 08100 | CUYD | 72.90 | 72.900 | 8.620 | 56.230 | 64.850 | 1,250.00 | 10,775.00 | 81,062.50 | |
| 0165 | CONCRETE-CLASS AA | 08104 | CUYD | 39.70 | 39.700 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0170 | STEEL REINFORCEMENT | 08150 | LB | 6,486.00 | 6,486.000 | 4,783.730 | 4,783.730 | 1.30 | 6,218.84 | |||
| 0175 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,926.00 | 8,926.000 | 1,055.430 | 2,106.100 | 3,161.530 | 1.80 | 1,899.77 | 5,690.75 | |
| 0180 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 513.70 | 513.700 | 513.700 | 0.000 | 513.700 | 330.00 | 169,521.00 | 169,521.00 | |
| 0185 | SAWCUT PAVEMENT | 20550ND | LF | 107.00 | 107.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0190 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.150 | 0.150 | 5,000.00 | 750.00 | |||
| 0195 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 42.00 | 42.000 | 0.000 | 0.000 | 57.56 | 0.00 | |||
| 0200 | CONCRETE SEALING | 23378EC | SQFT | 3,776.00 | 3,776.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0205 | BARCODE SIGN INVENTORY | 24631EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 47.78 | 0.00 | |||
| 0210 | DEEP BEAM BRIDGE GUARDRAIL | 25099ED | LF | 257.00 | 257.000 | 0.000 | 0.000 | 269.99 | 0.00 | |||
| 0215 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | BR08013172400 | Fed/State Project Number | STP BRZ 9030 (477) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0220 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,005.00 | 0.00 | |||
| SUBTOT | $182,195.77 |
$454,493.15 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0180-1-0I |
BOX BEAM, CB | LF |
513.70 | 0004 | $213.040000 | $103,248.56 | ||||||
0180-1-0A |
BOX BEAM, CB | LF |
488.01 | 0005 | $213.040000 | -98,086.13 | $-98,086.13 | |||||
| SUBTOT | $5,162.43 |
|||||||||||