|
Report_Id: 221339 Est NO 0020 |
Date:07/24/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221339 | Estimate Number | 0020 | 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 | 06/17/2023 TO 06/30/2023 | ||||||
| Date Approved | 07/10/2023 | ||||||
| Primary Proj Number | DE07704602239 | ||||||
| Project No. | STP 4602 096 | ||||||
| Primary County | MAGOFFIN | ||||||
| Name of Road | US 460 | ||||||
| Description | RECONSTRUCT AT IVY POINT | ||||||
| Date Let | 08/18/2022 | Formal Acceptance | |||||
| Date Awarded | 08/30/2022 | Date Work Began | 10/05/2022 | ||||
| Date Contract Executed | 09/15/2022 | Open To Traffic | |||||
| Date NTP Issued | 09/15/2022 | Actual Completion Date | |||||
| Current Contract Amount | $7,502,113.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,502,113.75 |
Total Earnings | $3,834,052.08 |
$3,448,085.08 |
$385,967.00 |
|
| Percent Complete | 51.11 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,668,061.67 |
Gross Earnings | $3,834,052.08 |
$3,448,085.08 |
$385,967.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,834,052.08 |
$3,448,085.08 |
$385,967.00 |
|||
| Contract Id | 221339 | Change Order Summary |
County | MAGOFFIN | ||||||
| Estimate Nbr | 0020 | Project Number | STP 4602 096 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 06/17/2023 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 | 221339 | COMMONWEALTH OF KENTUCKY |
County | MAGOFFIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07704602239 | ||||||
| Estimate Nbr | 0020 | Period | 06/17/2023 TO 06/30/2023 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | 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 | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 3,519.00 | 3,519.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 200.00 | 200.000 | 102.460 | 102.460 | 33.00 | 3,381.18 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 186.00 | 186.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 201.00 | 201.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 890.00 | 890.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,070.00 | 1,070.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 711.00 | 711.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0050 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | JOINT ADHESIVE | 20071EC | LF | 2,700.00 | 2,700.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0002 ROADWAY | |||||||
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0070 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 15.00 | 465.00 | |||
| 0075 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0080 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | REMOVE PAVEMENT | 02091 | SQYD | 745.00 | 745.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0095 | TEMP DITCH | 02159 | LF | 1,500.00 | 1,500.000 | 1,150.000 | 1,150.000 | 0.01 | 11.50 | |||
| 0100 | CLEAN TEMP DITCH | 02160 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0105 | ROADWAY EXCAVATION | 02200 | CUYD | 843,601.00 | 843,601.000 | 52,105.000 | 481,068.000 | 533,173.000 | 5.40 | 281,367.00 | 2,879,134.20 | |
| 0110 | WATER | 02242 | MGAL | 35.00 | 35.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 607.50 | 607.500 | 0.000 | 0.000 | 48.50 | 0.00 | |||
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0125 | REMOVE GUARDRAIL | 02381 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0135 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 94.00 | 94.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 35.00 | 35.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
| 0145 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS IV | 02488 | CUYD | 970.00 | 970.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0155 | CLEARING AND GRUBBING APPROXIMATELY 18.9 ACRES | 02545 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 120,310.00 | 102,263.50 | |||
| 0160 | CONCRETE-CLASS B | 02555 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 573.00 | 573.000 | 178.500 | 178.500 | 17.00 | 3,034.50 | |||
| 0170 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0175 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,459.00 | 1,459.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 6,262.00 | 6,262.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 823.00 | 823.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 57,500.00 | 14,375.00 | |||
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,500.00 | 19,000.00 | |||
| 0200 | SAFELOADING | 02690 | CUYD | 13.60 | 13.600 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0205 | TEMP SILT FENCE | 02701 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0210 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0215 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 50.00 | 600.00 | |||
| 0220 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 20.00 | 20.000 | 3.000 | 3.000 | 5.00 | 15.00 | |||
| 0230 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 85,000.00 | 25,500.00 | |||
| 0245 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0250 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,360.00 | 1,360.000 | 1,360.000 | 1,360.000 | 40.00 | 54,400.00 | |||
| 0255 | EROSION CONTROL BLANKET | 05950 | SQYD | 955.00 | 955.000 | 12,800.000 | 12,800.000 | 8.50 | 108,800.00 | |||
| 0260 | TEMP MULCH | 05952 | SQYD | 62,306.00 | 62,306.000 | 16,940.000 | 16,940.000 | 0.31 | 5,251.40 | |||
| 0265 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 46,730.00 | 46,730.000 | 7,260.000 | 7,260.000 | 0.33 | 2,395.80 | |||
| 0270 | INITIAL FERTILIZER | 05963 | TON | 2.60 | 2.600 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0275 | MAINTENANCE FERTILIZER | 05964 | TON | 4.40 | 4.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 84,223.00 | 84,223.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 0285 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 14,483.00 | 14,483.000 | 7,000.000 | 7,000.000 | 0.36 | 2,520.00 | |||
| 0290 | AGRICULTURAL LIMESTONE | 05992 | TON | 52.00 | 52.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0295 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,772.00 | 7,772.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 560.00 | 560.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0305 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 4,433.00 | 4,433.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0310 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 2,155.00 | 2,155.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0315 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS A | 08100 | CUYD | 1.68 | 1.680 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0325 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0330 | FUEL ADJUSTMENT | 10020NS | DOLL | 147,559.00 | 147,559.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | SAW CUT | 20430ED | LF | 1,814.00 | 1,814.000 | 1,200.000 | 0.000 | 1,200.000 | 2.00 | 2,400.00 | 2,400.00 | |
| 0340 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,103.00 | 1,103.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0345 | R/W MONUMENT TYPE 3 | 24540 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0350 | PIPELINE INSPECTION | 24814EC | LF | 224.00 | 224.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0003 DRAINAGE | |||||||
| 0355 | ENTRANCE PIPE-18 IN | 00441 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0360 | STORM SEWER PIPE-18 IN | 00522 | LF | 94.00 | 94.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0365 | STORM SEWER PIPE-24 IN | 00524 | LF | 246.00 | 246.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0370 | PERFORATED PIPE-4 IN | 01000 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0375 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0380 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0385 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0390 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0395 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0400 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0405 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0410 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0415 | TEMPORARY PIPE | 20166ES810 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0004 SEWER - SALYERSVILLE WATER WORKS | |||||||
| 0420 | S ENCASEMENT STEEL OPEN CUT RANGE 2 | 15021 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0425 | S FORCE MAIN AIR RLS/VAC VLV SPCL | 15029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0430 | S FORCE MAIN PE/PLASTIC 02 INCH | 15049 | LF | 1,005.00 | 1,005.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0435 | S FORCE MAIN PE/PLASTIC 14 INCH | 15056 | LF | 2,750.00 | 2,750.000 | 400.000 | 10.000 | 410.000 | 255.50 | 102,200.00 | 104,755.00 | |
| 0440 | S FORCE MAIN VALVE GATE | 15084 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 25,000.00 | 75,000.00 | |||
| 0445 | S FORCE MAIN VALVE SPECIAL | 15085 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 30,000.00 | 90,000.00 | |||
| 0450 | S DISINFECT BYPASS & REPORT INCIDENT | 15143 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0455 | S HAUL SEWAGE TO TREATMENT PLANT | 15144 | MGAL | 6.00 | 6.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0005 GASLINE - KY FRONTIER GAS | |||||||
| 0460 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0465 | G PIPE POLYETHYLENE/PLASTIC 03 INCH | 16016 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0470 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0475 | G TIE-IN POLYETHYLENE/PLASTIC 03 INCH | 16042 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0480 | G VALVE POLYETHYLENE/PLASTIC 03 INCH | 16050 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0485 | G LINE MARKER | 16065 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0006 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0490 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 340,000.00 | 340,000.00 | |||
| 0495 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 110,868.67 | 0.00 | |||
| Project | DE07704602239 | Fed/State Project Number | STP 4602 096 | Category | 0007 WATERLINE | |||||||
| 0500 | W CAP EXISTING MAIN INST | 14503 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0505 | W ENCASEMENT STEEL OPEN CUT RANGE 2 INST | 14505 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0510 | W PIPE PVC 08 INCH INST | 14547 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0515 | W TAPPING SLEEVE AND VALVE SIZE 1 INST | 14573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0520 | W BLOWOFF ASSEMBLY INST - | 14637 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| SUBTOT | $385,967.00 |
$3,834,052.08 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||