|
Report_Id: 194312 Est NO 0009 |
Date:04/28/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 194312 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04340) Dennison, Derrick R. | ||||||
| Contractor | CHARLES DEWEESE CONSTRUCTION INC | ADDR SN 2 VC Code KY0033323 | |||||
| PO BOX 504 | |||||||
| FRANKLIN , KY , 42135 | |||||||
| Pay Period | 03/21/2020 TO 04/03/2020 | ||||||
| Date Approved | 04/10/2020 | ||||||
| Primary Proj Number | 0404312141902 | ||||||
| Project No. | HSIP 9010 (299) | ||||||
| Primary County | GRAYSON | ||||||
| Name of Road | GRAYSON SPRINGS ROAD (KY 1214) | ||||||
| Description | FROM KY 2778 EXTENDING NORTH TO KY 3155 | ||||||
| Date Let | 09/20/2019 | Formal Acceptance | |||||
| Date Awarded | 10/02/2019 | Date Work Began | 12/11/2019 | ||||
| Date Contract Executed | 11/12/2019 | Open To Traffic | |||||
| Date NTP Issued | 11/12/2019 | Actual Completion Date | |||||
| Current Contract Amount | $2,026,231.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,010,911.87 |
Total Earnings | $198,037.96 |
$185,075.01 |
$12,962.95 |
|
| Percent Complete | 9.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,828,193.06 |
Gross Earnings | $198,037.96 |
$185,075.01 |
$12,962.95 |
|
| Total Change Orders | $15,319.15 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $198,037.96 |
$185,075.01 |
$12,962.95 |
|||
| Contract Id | 194312 | Change Order Summary |
County | GRAYSON | ||||||
| Estimate Nbr | 0009 | Project Number | HSIP 9010 (299) | |||||||
| Contractor | CHARLES DEWEESE CONSTRUCTION INC | Period | 03/21/2020 TO 04/03/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary 2 Phase Traffic Signals | Approved | 01/09/2020 | $15,319.15 | 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 | 194312 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0404312141902 | ||||||
| Estimate Nbr | 0009 | Period | 03/21/2020 TO 04/03/2020 | |||||||
| Contractor | CHARLES DEWEESE CONSTRUCTION INC | |||||||||
| Project | 0404312141902 | Fed/State Project Number | HSIP 9010 (299) | 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 | 0404312141902 | Fed/State Project Number | HSIP 9010 (299) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 15.00 | 15.000 | 24.760 | 24.760 | 45.00 | 1,114.20 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 1,333.00 | 1,333.000 | 390.500 | 390.500 | 27.43 | 10,711.41 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 169.00 | 169.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,885.00 | 1,885.000 | 0.000 | 0.000 | 76.78 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 833.00 | 833.000 | 33.140 | 33.140 | 72.83 | 2,413.58 | |||
| 0035 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 3,291.00 | 3,291.000 | 0.000 | 0.000 | 79.09 | 0.00 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT (GRAYSON KY 1214) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 52.00 | 52.000 | 0.000 | 0.000 | 65.21 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 13.20 | 13.200 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| Project | 0404312141902 | Fed/State Project Number | HSIP 9010 (299) | Category | 0002 ROADWAY | |||||||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0060 | TEMP DITCH | 02159 | LF | 2,053.00 | 2,053.000 | 80.000 | 80.000 | 1.75 | 140.00 | |||
| 0065 | CLEAN TEMP DITCH | 02160 | LF | 1,026.00 | 1,026.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0070 | GRANULAR EMBANKMENT | 02223 | CUYD | 6,226.00 | 6,226.000 | 140.000 | 154.000 | 294.000 | 38.46 | 5,384.40 | 11,307.24 | |
| 0075 | EMBANKMENT IN PLACE | 02230 | CUYD | 988.00 | 988.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0080 | REMOVE & REPLACE FENCE (6 STRAND BARBED WIRE WITH T POSTS) | 02268 | LF | 308.00 | 308.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0085 | REMOVE & REPLACE FENCE (6 STRAND BARBED WIRE WITH WOODEN POSTS | 02268 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0090 | REMOVE & REPLACE FENCE (5 STRAND BARBED WIRE WITH WOODEN POSTS) | 02268 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0095 | REMOVE & REPLACE FENCE (6 STRAND BARBED WIRE WITH T POSTS & WOO | 02268 | LF | 379.00 | 379.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,021.70 | 3,021.700 | 0.000 | 0.000 | 16.75 | 0.00 | |||
| 0105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0120 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0125 | REMOVE GUARDRAIL | 02381 | LF | 2,783.00 | 2,783.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0135 | CHANNEL LINING CLASS II | 02483 | TON | 612.00 | 612.000 | 249.160 | 249.160 | 38.00 | 9,468.08 | |||
| 0140 | CLEARING AND GRUBBING (APPROX 2 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 2,250.00 | 2,250.000 | 266.000 | 266.000 | 7.95 | 2,114.70 | |||
| 0150 | EDGE KEY | 02585 | LF | 267.00 | 267.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0155 | MAINTAIN & CONTROL TRAFFIC (GRAYSON KY 1214) | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.300 | 0.350 | 102,825.04 | 5,141.25 | 35,988.76 | |
| 0160 | TEMP SILT FENCE | 02701 | LF | 2,053.00 | 2,053.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0165 | STAKING (GRAYSON KY 1214) | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.300 | 0.350 | 30,000.00 | 1,500.00 | 10,500.00 | |
| 0170 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 600.00 | 600.000 | 600.000 | 600.000 | 25.00 | 15,000.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,644.00 | 1,644.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0180 | TEMP MULCH | 05952 | SQYD | 7,311.00 | 7,311.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0185 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,874.00 | 4,874.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0190 | SEEDING AND PROTECTION | 05985 | SQYD | 9,747.00 | 9,747.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0195 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 3,201.00 | 3,201.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0200 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,916.00 | 29,916.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0205 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0210 | EXCAVATION-UNCLASSIFIED | 23326EC | CUYD | 1,181.00 | 1,181.000 | 0.000 | 0.000 | 29.75 | 0.00 | |||
| 0215 | RECONSTRUCT STONE MASONRY WALL | 24978ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 8000 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 7,659.57 | 0.00 | |||
| Project | 0404312141902 | Fed/State Project Number | HSIP 9010 (299) | Category | 0003 DRAINAGE | |||||||
| 0220 | ENTRANCE PIPE-15 IN | 00440 | LF | 313.00 | 313.000 | 322.000 | 322.000 | 141.39 | 45,527.58 | |||
| 0225 | CULVERT PIPE-15 IN | 00461 | LF | 38.00 | 38.000 | 22.000 | 22.000 | 145.72 | 3,205.84 | |||
| 0230 | CULVERT PIPE-18 IN | 00462 | LF | 220.00 | 220.000 | 197.000 | 197.000 | 154.44 | 30,424.68 | |||
| 0235 | CULVERT PIPE-24 IN | 00464 | LF | 55.00 | 55.000 | 46.000 | 46.000 | 183.78 | 8,453.88 | |||
| 0240 | REMOVE PIPE | 01310 | LF | 396.00 | 396.000 | 402.000 | 402.000 | 8.00 | 3,216.00 | |||
| 0245 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,198.88 | 0.00 | |||
| 0250 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,114.51 | 0.00 | |||
| 0255 | DITCHING | 02237 | LF | 3,746.00 | 3,746.000 | 182.000 | 498.000 | 680.000 | 5.15 | 937.30 | 3,502.00 | |
| 0260 | REMOVE HEADWALL (INCLUDES 9 RCBC WINGWALLS) | 02625 | EACH | 27.00 | 27.000 | 3.000 | 3.000 | 1,650.00 | 4,950.00 | |||
| 0265 | CLEAN PIPE STRUCTURE | 03262 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 972.00 | 0.00 | |||
| 0270 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 18 INCH | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,301.06 | 0.00 | |||
| 0275 | HEADWALL (STANDARD HEADWALL-18 INCH) | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,870.84 | 0.00 | |||
| Project | 0404312141902 | Fed/State Project Number | HSIP 9010 (299) | Category | 0004 BRIDGE | |||||||
| 0280 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 200.40 | 200.400 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0285 | FOUNDATION PREPARATION (RCBC AT STA 1116+56) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0290 | FOUNDATION PREPARATION (RCBC AT STA 1817+19) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0295 | FOUNDATION PREPARATION (RCBC AT STA 1900+35) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0300 | FOUNDATION PREPARATION (RCBC AT STA 2500+69) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0305 | FOUNDATION PREPARATION (RCBC AT STA 410+51) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0310 | FOUNDATION PREPARATION (RCBC AT STA 700+53) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 374.80 | 374.800 | 0.000 | 0.000 | 828.00 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT | 08150 | LB | 60,035.00 | 60,035.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| Project | 0404312141902 | Fed/State Project Number | HSIP 9010 (299) | Category | 0005 DEMOBILIZATION | |||||||
| 0325 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| SUBTOT | $12,962.95 |
$198,037.96 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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