|
Report_Id: 211302 Est NO 0011 |
Date:11/19/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211302 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10320) Lanham, Stephen D. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 10/02/2021 TO 10/15/2021 | ||||||
| Date Approved | 10/22/2021 | ||||||
| Primary Proj Number | DE09920262007 | ||||||
| Project No. | STP 6000 (135), STPBRZ 1003 (275) | ||||||
| Primary County | POWELL | ||||||
| Name of Road | POMPEII ROAD (KY 2026) | ||||||
| Description | FROM KY 11 TO THE RED RIVER IN CLAY CITY | ||||||
| Date Let | 01/29/2021 | Formal Acceptance | |||||
| Date Awarded | 02/08/2021 | Date Work Began | 05/14/2021 | ||||
| Date Contract Executed | 02/23/2021 | Open To Traffic | |||||
| Date NTP Issued | 02/23/2021 | Actual Completion Date | |||||
| Current Contract Amount | $1,226,033.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,226,033.50 |
Total Earnings | $1,197,306.07 |
$1,175,248.61 |
$22,057.46 |
|
| Percent Complete | 97.66 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $28,727.43 |
Gross Earnings | $1,197,306.07 |
$1,175,248.61 |
$22,057.46 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,197,306.07 |
$1,175,248.61 |
$22,057.46 |
|||
| Contract Id | 211302 | Change Order Summary |
County | POWELL | ||||||
| Estimate Nbr | 0011 | Project Number | STP 6000 (135), STPBRZ 1003 (275) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 10/02/2021 TO 10/15/2021 | |||||||
| 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 | 211302 | COMMONWEALTH OF KENTUCKY |
County | POWELL | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09920262007 | ||||||
| Estimate Nbr | 0011 | Period | 10/02/2021 TO 10/15/2021 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE09920262007 | Fed/State Project Number | STP 6000 (135) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,140.00 | 1,140.000 | 1,143.340 | 1,143.340 | 19.00 | 21,723.46 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 66.00 | 66.000 | 77.860 | 77.860 | 25.00 | 1,946.50 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,947.00 | 4,947.000 | 959.020 | 3,987.980 | 4,947.000 | 23.00 | 22,057.46 | 113,781.00 | |
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,587.00 | 1,587.000 | 1,595.600 | 1,595.600 | 72.00 | 114,883.20 | |||
| 0025 | ASPHALT PRIME COAT | 00296 | TON | 3.70 | 3.700 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 521.00 | 521.000 | 588.830 | 588.830 | 87.00 | 51,228.21 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.80 | 4.800 | 2.460 | 2.460 | 10.00 | 24.60 | |||
| Project | DE09920262007 | Fed/State Project Number | STP 6000 (135) | Category | 0002 ROADWAY | |||||||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0045 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 125.00 | 625.00 | |||
| 0050 | TEMP DITCH | 02159 | LF | 886.00 | 886.000 | 886.000 | 886.000 | 1.00 | 886.00 | |||
| 0055 | CLEAN TEMP DITCH | 02160 | LF | 443.00 | 443.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0060 | ROADWAY EXCAVATION | 02200 | CUYD | 7,395.00 | 7,395.000 | 7,395.000 | 7,395.000 | 7.00 | 51,765.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 137.00 | 137.000 | 137.000 | 137.000 | 10.00 | 1,370.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0080 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0085 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0095 | CHANNEL LINING CLASS III | 02484 | TON | 22.00 | 22.000 | 569.650 | 569.650 | 35.00 | 19,937.75 | |||
| 0100 | CLEARING AND GRUBBING APPROXIMATELY 3.12 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,638.00 | 33,638.00 | |||
| 0105 | TEMPORARY SIGNS | 02562 | SQFT | 240.00 | 240.000 | 240.000 | 240.000 | 12.00 | 2,880.00 | |||
| 0110 | EDGE KEY | 02585 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 45.00 | 4,590.00 | |||
| 0115 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0120 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 4,239.00 | 4,239.000 | 1,522.220 | 1,522.220 | 2.00 | 3,044.44 | |||
| 0125 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 9,684.00 | 9,684.000 | 14,895.110 | 14,895.110 | 3.15 | 46,919.59 | |||
| 0130 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 789.00 | 789.000 | 789.000 | 789.000 | 2.00 | 1,578.00 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0140 | TEMP SILT FENCE | 02701 | LF | 886.00 | 886.000 | 935.000 | 935.000 | 2.00 | 1,870.00 | |||
| 0145 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0150 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0155 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0160 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0165 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0175 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 10,000.00 | 7,500.00 | |||
| 0180 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,153.00 | 2,153.000 | 20,200.000 | 20,200.000 | 1.50 | 30,300.00 | |||
| 0185 | TEMP MULCH | 05952 | SQYD | 19,827.00 | 19,827.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0190 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 14,796.00 | 14,796.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0195 | INITIAL FERTILIZER | 05963 | TON | 0.80 | 0.800 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0200 | MAINTENANCE FERTILIZER | 05964 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0205 | SEEDING AND PROTECTION | 05985 | SQYD | 17,098.00 | 17,098.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0210 | AGRICULTURAL LIMESTONE | 05992 | TON | 15.10 | 15.100 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0215 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,298.00 | 2,298.000 | 6,868.000 | 6,868.000 | 0.85 | 5,837.80 | |||
| 0220 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,213.00 | 2,213.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0225 | JOINT ADHESIVE | 20071EC | LF | 2,322.00 | 2,322.000 | 2,122.000 | 2,122.000 | 3.00 | 6,366.00 | |||
| 0230 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0235 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 0240 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 400.00 | 400.000 | 350.000 | 350.000 | 18.00 | 6,300.00 | |||
| 0245 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 5,275.00 | 5,275.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0250 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE09920262007 | Fed/State Project Number | STP 6000 (135) | Category | 0003 DRAINAGE | |||||||
| 0255 | ENTRANCE PIPE-15 IN | 00440 | LF | 82.00 | 82.000 | 82.000 | 82.000 | 55.00 | 4,510.00 | |||
| 0260 | ENTRANCE PIPE-30 IN | 00445 | LF | 39.00 | 39.000 | 39.000 | 39.000 | 75.00 | 2,925.00 | |||
| 0265 | CULVERT PIPE-18 IN | 00462 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 95.00 | 4,560.00 | |||
| 0270 | CULVERT PIPE-30 IN | 00466 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 105.00 | 5,985.00 | |||
| 0275 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 115.00 | 5,405.00 | |||
| 0280 | STORM SEWER PIPE-18 IN | 00522 | LF | 49.00 | 49.000 | 49.000 | 49.000 | 55.00 | 2,695.00 | |||
| 0285 | STORM SEWER PIPE-24 IN | 00524 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 0290 | PERFORATED PIPE-4 IN | 01000 | LF | 3,376.00 | 3,376.000 | 2,804.000 | 2,804.000 | 12.00 | 33,648.00 | |||
| 0295 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 96.00 | 96.000 | 80.000 | 80.000 | 12.00 | 960.00 | |||
| 0300 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0305 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,200.00 | 9,600.00 | |||
| 0310 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0315 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 0320 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,700.00 | 3,400.00 | |||
| 0325 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0330 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0335 | JUNCTION BOX-MOD | 01651 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0340 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| Project | DE09920262007 | Fed/State Project Number | STP 6000 (135) | Category | 0005 WATERLINE | |||||||
| 0345 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 0350 | W PIPE PVC 06 INCH | 14059 | LF | 1,794.00 | 1,794.000 | 1,680.000 | 1,680.000 | 18.00 | 30,240.00 | |||
| 0355 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0360 | W VALVE 06 INCH | 14105 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 950.00 | 1,900.00 | |||
| Project | DE09920262007 | Fed/State Project Number | STP 6000 (135) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,120.00 | 0.00 | |||
| SUBTOT | $22,057.46 |
$684,122.55 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE09920262017 | Fed/State Project Number | STPBRZ 1003 (275) | Category | 0001 BRIDGE - OVER RED RIVER - STA 20+80.01 - #28040 | |||||||
| 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 | |
| 0370 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 100.00 | 4,800.00 | |||
| 0375 | CONCRETE-CLASS A | 08100 | CUYD | 9.50 | 9.500 | 9.500 | 9.500 | 2,500.00 | 23,750.00 | |||
| 0380 | CONCRETE-CLASS AA | 08104 | CUYD | 66.30 | 66.300 | 66.300 | 66.300 | 930.00 | 61,659.00 | |||
| 0385 | STEEL REINFORCEMENT | 08150 | LB | 978.00 | 978.000 | 978.000 | 978.000 | 1.25 | 1,222.50 | |||
| 0390 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,524.00 | 9,524.000 | 9,524.000 | 9,524.000 | 1.25 | 11,905.00 | |||
| 0395 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0400 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 935.50 | 935.500 | 935.500 | 935.500 | 322.00 | 301,231.00 | |||
| 0405 | CONCRETE SEALING | 23378EC | SQFT | 5,372.00 | 5,372.000 | 5,372.000 | 5,372.000 | 3.00 | 16,116.00 | |||
| 0410 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 300.00 | 300.000 | 300.000 | 300.000 | 175.00 | 52,500.00 | |||
| SUBTOT | $0.00 |
$1,197,306.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||