|
Report_Id: 181207 Est NO 0003 |
Date:08/10/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181207 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 07/14/2018 TO 07/27/2018 | ||||||
| Date Approved | 08/09/2018 | ||||||
| Primary Proj Number | DE02612631807 | ||||||
| Project No. | STP 6000 (125) | ||||||
| Primary County | CLAY | ||||||
| Name of Road | CURRY BRANCH ROAD (CR 1263) | ||||||
| Description | REPLACE BRIDGE OVER CURRY BRANCH ROAD IN CLAY COUNTY | ||||||
| Date Let | 03/23/2018 | Formal Acceptance | |||||
| Date Awarded | 04/03/2018 | Date Work Began | 07/09/2018 | ||||
| Date Contract Executed | 05/03/2018 | Open To Traffic | |||||
| Date NTP Issued | 05/03/2018 | Actual Completion Date | |||||
| Current Contract Amount | $898,895.99 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $898,895.99 |
Total Earnings | $15,275.43 |
$1,032.00 |
$14,243.43 |
|
| Percent Complete | 10.88 |
Stockpiled Materials | $82,543.05 |
$82,543.05 |
$0.00 |
|
| Funds Available | $801,077.51 |
Gross Earnings | $97,818.48 |
$83,575.05 |
$14,243.43 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $97,818.48 |
$83,575.05 |
$14,243.43 |
|||
| Contract Id | 181207 | Change Order Summary |
County | CLAY | ||||||
| Estimate Nbr | 0003 | Project Number | STP 6000 (125) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 07/14/2018 TO 07/27/2018 | |||||||
| 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 | 181207 | COMMONWEALTH OF KENTUCKY |
County | CLAY | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02612631807 | ||||||
| Estimate Nbr | 0003 | Period | 07/14/2018 TO 07/27/2018 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | DE02612631807 | Fed/State Project Number | STP 6000 (125) | 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 | DE02612631807 | Fed/State Project Number | STP 6000 (125) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,199.00 | 1,199.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 24.80 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.98 | 14.980 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 1.80 | 1.800 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 410.00 | 410.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 410.00 | 410.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 171.00 | 171.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.74 | 1.740 | 0.000 | 0.000 | 623.81 | 0.00 | |||
| 0045 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 150.00 | 150.000 | 0.000 | 0.000 | 95.40 | 0.00 | |||
| Project | DE02612631807 | Fed/State Project Number | STP 6000 (125) | Category | 0002 ROADWAY | |||||||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 802.00 | 802.000 | 510.280 | 0.000 | 510.280 | 24.60 | 12,552.88 | 12,552.88 | |
| 0055 | REMOVE PIPE | 01310 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0070 | REMOVE PAVEMENT | 02091 | SQYD | 110.00 | 110.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 368.00 | 368.000 | 100.000 | 0.000 | 100.000 | 0.01 | 1.00 | 1.00 | |
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 184.00 | 184.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0085 | EMBANKMENT IN PLACE | 02230 | CUYD | 8,471.00 | 8,471.000 | 0.000 | 0.000 | 11.05 | 0.00 | |||
| 0090 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 467.00 | 467.000 | 0.000 | 0.000 | 20.65 | 0.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0105 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0110 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0115 | CHANNEL LINING CLASS III | 02484 | TON | 465.00 | 465.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0120 | CLEARING AND GRUBBING (APPROXIMATELY 2.023 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,000.00 | 0.00 | |||
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 260.00 | 260.000 | 129.000 | 129.000 | 8.00 | 1,032.00 | |||
| 0130 | EDGE KEY | 02585 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0135 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,860.00 | 2,860.000 | 655.000 | 0.000 | 655.000 | 1.50 | 982.50 | 982.50 | |
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0145 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0150 | TEMP SILT FENCE | 02701 | LF | 368.00 | 368.000 | 202.000 | 0.000 | 202.000 | 3.50 | 707.00 | 707.00 | |
| 0155 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 4.000 | 0.000 | 4.000 | 0.01 | 0.04 | 0.04 | |
| 0165 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0180 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,550.00 | 0.00 | |||
| 0185 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,172.00 | 1,172.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0190 | TEMP MULCH | 05952 | SQYD | 7,909.00 | 7,909.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 5,932.00 | 5,932.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0200 | INITIAL FERTILIZER | 05963 | TON | 0.28 | 0.280 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0205 | 20-10-10 FERTILIZER | 05964 | TON | 0.47 | 0.470 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 9,009.00 | 9,009.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0215 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.58 | 5.580 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0220 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 660.00 | 660.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0225 | R/W MONUMENT TYPE 3 | 24540 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| Project | DE02612631807 | Fed/State Project Number | STP 6000 (125) | Category | 0003 DRAINAGE | |||||||
| 0230 | ENTRANCE PIPE-18 IN | 00441 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0235 | ENTRANCE PIPE-24 IN | 00443 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0240 | PERFORATED PIPE-4 IN | 01000 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0245 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0250 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 538.00 | 0.00 | |||
| 0255 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 571.00 | 0.00 | |||
| 0260 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,265.00 | 0.00 | |||
| 0265 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,205.00 | 0.00 | |||
| 0270 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 149.00 | 149.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE02612631807 | Fed/State Project Number | STP 6000 (125) | Category | 0004 BRIDGE - HORSE CREEK - DWG. 27450 | |||||||
| 0275 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0280 | MASONRY COATING | 02998 | SQYD | 310.00 | 310.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0285 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 79.20 | 79.200 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0290 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 930.00 | 930.000 | 0.000 | 0.000 | 8.60 | 0.00 | |||
| 0295 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 383.00 | 383.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0300 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 222.00 | 222.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 505.00 | 505.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0310 | CONCRETE-CLASS AA | 08104 | CUYD | 25.80 | 25.800 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0315 | STEEL REINFORCEMENT | 08150 | LB | 43,599.00 | 43,599.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,256.00 | 3,256.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0325 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 392.00 | 392.000 | 0.000 | 0.000 | 448.00 | 0.00 | |||
| 0330 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| Project | DE02612631807 | Fed/State Project Number | STP 6000 (125) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,290.00 | 0.00 | |||
| SUBTOT | $14,243.42 |
$15,275.42 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0325-1-0I |
Box Beams | LF |
392.00 | 0001 | $448.000000 | $82,543.05 | ||||||
| SUBTOT | $82,543.05 |
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