Report_Id: 229927 Est NO 0004 |
Date:12/29/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 229927 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
District Office | PIKEVILLE (12360) Wright, Doug | ||||||
Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
PO BOX 337 | |||||||
WEST LIBERTY , KY , 41472 | |||||||
Pay Period | 11/19/2022 TO 12/02/2022 | ||||||
Date Approved | 12/06/2022 | ||||||
Primary Proj Number | BR06015472200 | ||||||
Project No. | EMERGENCY | ||||||
Primary County | KNOTT | ||||||
Name of Road | CR 1547 (JEWELL LANE) OVER CARR FORK | ||||||
Description | REPLACE BRIDGE (060N00918N) ON JEWELL LANE (CR 1547). | ||||||
Date Let | 08/01/2022 | Formal Acceptance | |||||
Date Awarded | 09/22/2022 | Date Work Began | 10/12/2022 | ||||
Date Contract Executed | 08/01/2022 | Open To Traffic | |||||
Date NTP Issued | 08/01/2022 | Actual Completion Date | |||||
Current Contract Amount | $547,574.90 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $541,974.90 |
Total Earnings | $387,129.95 |
$376,484.95 |
$10,645.00 |
|
Percent Complete | 70.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $160,444.95 |
Gross Earnings | $387,129.95 |
$376,484.95 |
$10,645.00 |
|
Total Change Orders | $5,600.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $387,129.95 |
$376,484.95 |
$10,645.00 |
|||
Contract Id | 229927 | Change Order Summary |
County | KNOTT | ||||||
Estimate Nbr | 0004 | Project Number | EMERGENCY | |||||||
Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 11/19/2022 TO 12/02/2022 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Add JPC item to MA tracking project | Approved | 12/14/2022 | $5,600.00 | 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 | 229927 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR06015472200 | ||||||
Estimate Nbr | 0004 | Period | 11/19/2022 TO 12/02/2022 | |||||||
Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
Project | BR06015472200 | Fed/State Project Number | EMERGENCY | 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 | BR06015472200 | Fed/State Project Number | EMERGENCY | Category | 0001 BRIDGE | |||||||
0005 | DGA BASE | 00001 | TON | 38.00 | 38.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 656.80 | 0.00 | |||
0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 845.60 | 0.00 | |||
0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0025 | ROADWAY EXCAVATION | 02200 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0030 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 95.00 | 95.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
0035 | TEMPORARY SIGNS | 02562 | SQFT | 90.00 | 90.000 | 108.000 | 108.000 | 23.00 | 2,484.00 | |||
0040 | EDGE KEY | 02585 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 64.60 | 0.00 | |||
0045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 10,000.00 | 2,500.00 | 5,000.00 | |
0050 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
0055 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 7,500.00 | 1,875.00 | 3,750.00 | |
0060 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
0065 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0070 | ARMORED EDGE FOR CONCRETE ALONE | 03299 | LF | 38.00 | 38.000 | 38.000 | 0.000 | 38.000 | 165.00 | 6,270.00 | 6,270.00 | |
0075 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 45,500.00 | 45,500.00 | |||
0080 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 296.00 | 296.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0085 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
0090 | CYCLOPEAN STONE RIP RAP W/OVERHEAD OBSTRUCTION | 08019 | TON | 29.00 | 29.000 | 24.550 | 24.550 | 60.00 | 1,473.00 | |||
0095 | TEST PILES | 08033 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 170.00 | 6,800.00 | |||
0100 | PILES-STEEL HP12X53 20-50 FEET | 08046 | LF | 160.00 | 160.000 | 97.030 | 97.030 | 160.00 | 15,524.80 | |||
0105 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
0110 | CONCRETE-CLASS A 8.1 OR MORE | 08100 | CUYD | 25.00 | 25.000 | 25.000 | 25.000 | 1,788.00 | 44,700.00 | |||
0115 | CONCRETE-CLASS AA FOR 8" DECK | 08104 | CUYD | 35.00 | 35.000 | 11.960 | 11.960 | 2,244.00 | 26,838.24 | |||
0120 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 12,150.00 | 12,150.000 | 7,484.405 | 7,484.405 | 2.25 | 16,839.91 | |||
0125 | CONCRETE BARRIER | 20172ED | LF | 200.00 | 200.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0130 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 6,500.00 | 3,250.00 | |||
0135 | REMOVE AND HAUL DEBRIS | 24040EN | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
0140 | STEEL REPAIR SET STEEL BEAMS | 24879EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 18,000.00 | 72,000.00 | |||
8000 | JPC PAVEMENT-8 IN | 02084 | SQYD | 0.00 | 28.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
Project | BR06015472200 | Fed/State Project Number | EMERGENCY | Category | 0002 DEMOBILIZATION | |||||||
0145 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,200.00 | 47,200.00 | |||
0150 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
SUBTOT | $10,645.00 |
$387,129.95 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |