|
Report_Id: 231314 Est NO 0001 |
Date:07/24/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231314 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10360) Hall, Adrian | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 04/19/2023 TO 06/30/2023 | ||||||
| Date Approved | 07/10/2023 | ||||||
| Primary Proj Number | DE08801912314 | ||||||
| Project No. | STP BRZ 5323 (001) | ||||||
| Primary County | MORGAN | ||||||
| Name of Road | CANAL CITY ROAD (KY 191) | ||||||
| Description | REPLACE BRIDGE OVER CANEY CREEK | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 06/30/2023 | ||||
| Date Contract Executed | 04/19/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/19/2023 | Actual Completion Date | |||||
| Current Contract Amount | $978,466.97 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $978,466.97 |
Total Earnings | $21,910.00 |
$0.00 |
$21,910.00 |
|
| Percent Complete | 2.24 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $956,556.97 |
Gross Earnings | $21,910.00 |
$0.00 |
$21,910.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,910.00 |
$0.00 |
$21,910.00 |
|||
| Contract Id | 231314 | Change Order Summary |
County | MORGAN | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 5323 (001) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 04/19/2023 TO 06/30/2023 | |||||||
| 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 | 231314 | COMMONWEALTH OF KENTUCKY |
County | MORGAN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE08801912314 | ||||||
| Estimate Nbr | 0001 | Period | 04/19/2023 TO 06/30/2023 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE08801912314 | Fed/State Project Number | STP BRZ 5323 (001) | 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 | DE08801912314 | Fed/State Project Number | STP BRZ 5323 (001) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 282.00 | 282.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.60 | 4.600 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 183.00 | 183.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 99.00 | 99.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| Project | DE08801912314 | Fed/State Project Number | STP BRZ 5323 (001) | Category | 0002 ROADWAY | |||||||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 13.23 | 0.00 | |||
| 0050 | GRANULAR EMBANKMENT | 02223 | CUYD | 454.00 | 454.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 162.50 | 162.500 | 0.000 | 0.000 | 39.65 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 74.38 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,754.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 92.00 | 92.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,193.91 | 0.00 | |||
| 0080 | CHANNEL LINING CLASS II | 02483 | TON | 110.00 | 110.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING (0.76 | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,157.00 | 0.00 | |||
| 0090 | EDGE KEY | 02585 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0095 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,035.00 | 1,035.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 6,000.00 | 1,500.00 | 1,500.00 | |
| 0105 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,460.00 | 0.00 | |||
| 0115 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0120 | SHOULDER RUMBLE STRIPS | 02696 | LF | 530.00 | 530.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0130 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0135 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 10,205.00 | 20,410.00 | 20,410.00 | |
| 0140 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0145 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0150 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0155 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0160 | LONGITUDINAL EDGE KEY | 21289ED | LF | 155.00 | 155.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0165 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0170 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | DE08801912314 | Fed/State Project Number | STP BRZ 5323 (001) | Category | 0003 BRIDGE - OVER CANEY CREEK | |||||||
| 0175 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 525.00 | 525.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0180 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.90 | 84.900 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0185 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 42,000.00 | 0.00 | |||
| 0190 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 282.00 | 282.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0195 | TEST PILES | 08033 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0200 | PRE-DRILLING FOR PILES | 08039 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 403.00 | 0.00 | |||
| 0205 | PILES-STEEL HP14X89 | 08051 | LF | 306.00 | 306.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0210 | CONCRETE-CLASS A | 08100 | CUYD | 110.60 | 110.600 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0215 | CONCRETE-CLASS AA | 08104 | CUYD | 93.40 | 93.400 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0220 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 25,276.00 | 25,276.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0225 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 344.00 | 0.00 | |||
| 0230 | CONCRETE SEALING | 23378EC | SQFT | 4,541.00 | 4,541.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0235 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 131.30 | 131.300 | 0.000 | 0.000 | 198.65 | 0.00 | |||
| Project | DE08801912314 | Fed/State Project Number | STP BRZ 5323 (001) | Category | 0004 WATERLINE | |||||||
| 0240 | W DIRECTIONAL BORE | 14004 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 138.00 | 0.00 | |||
| 0245 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0250 | W PIPE PVC 08 INCH | 14060 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0255 | W SERVICE RELOCATE | 14081 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0260 | W TIE-IN 08 INCH | 14095 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0265 | W VALVE 08 INCH | 14106 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,907.00 | 0.00 | |||
| Project | DE08801912314 | Fed/State Project Number | STP BRZ 5323 (001) | Category | 0005 DEMOBILIZATION | |||||||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,461.00 | 0.00 | |||
| SUBTOT | $21,910.00 |
$21,910.00 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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