|
Report_Id: 195091 Est NO 0003 |
Date:09/05/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195091 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Bidwell, Kyle S. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 07/25/2019 TO 08/07/2019 | ||||||
| Date Approved | 08/22/2019 | ||||||
| Primary Proj Number | BR07633761994 | ||||||
| Project No. | STP 9030 (035), STP 9030 (034), STP 9030 (036) | ||||||
| Primary County | MADISON | ||||||
| Name of Road | KY 3376 (MADISON) CR 1056 (MADISON) & CR 1322 (MERCER) | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 3376 (OLD US 25) OVER T ERRILL BRANCH (076B00085N), FROM MP .279 TO MP .299 | ||||||
| Date Let | 03/22/2019 | Formal Acceptance | |||||
| Date Awarded | 03/29/2019 | Date Work Began | 07/10/2019 | ||||
| Date Contract Executed | 05/08/2019 | Open To Traffic | |||||
| Date NTP Issued | 05/08/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,458,854.70 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,458,854.70 |
Total Earnings | $502,136.44 |
$301,115.25 |
$201,021.19 |
|
| Percent Complete | 34.42 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $956,718.26 |
Gross Earnings | $502,136.44 |
$301,115.25 |
$201,021.19 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $502,136.44 |
$301,115.25 |
$201,021.19 |
|||
| Contract Id | 195091 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0003 | Project Number | STP 9030 (035), STP 9030 (034), STP 9030 (036) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 07/25/2019 TO 08/07/2019 | |||||||
| 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 | 195091 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07633761994 | ||||||
| Estimate Nbr | 0003 | Period | 07/25/2019 TO 08/07/2019 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | BR07610561995 | Fed/State Project Number | STP 9030 (035) | Category | 0001 BRIDGE - 076C00011N | |||||||
| 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 | |
| 0140 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 240.00 | 240.000 | 0.000 | 0.000 | 227.50 | 0.00 | |||
| 0145 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0150 | GRANULAR EMBANKMENT | 02223 | CUYD | 30.00 | 30.000 | 19.300 | 0.000 | 19.300 | 120.00 | 2,316.00 | 2,316.00 | |
| 0155 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0175 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0180 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.150 | 0.750 | 0.900 | 2,060.00 | 309.00 | 1,854.00 | |
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 10,600.00 | 2,650.00 | 7,950.00 | |
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,750.00 | 3,500.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 2,575.00 | 643.75 | 1,931.25 | |
| 0200 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 90,000.00 | 9,000.00 | 90,000.00 | |
| 0205 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 5,750.00 | 1,437.50 | 4,312.50 | |
| 0210 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0215 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 98.00 | 98.000 | 95.390 | 95.390 | 105.00 | 10,015.95 | |||
| 0220 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.200 | 0.800 | 1.000 | 30,500.00 | 6,100.00 | 30,500.00 | |
| 0225 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 52.00 | 52.000 | 49.110 | 0.000 | 49.110 | 64.00 | 3,143.04 | 3,143.04 | |
| 0230 | CONCRETE-CLASS A | 08100 | CUYD | 141.00 | 141.000 | 43.960 | 86.680 | 130.640 | 605.00 | 26,595.80 | 79,037.20 | |
| 0235 | CONCRETE-CLASS AA | 08104 | CUYD | 19.00 | 19.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0240 | STEEL REINFORCEMENT | 08150 | LB | 11,510.00 | 11,510.000 | 3,605.000 | 7,108.000 | 10,713.000 | 1.30 | 4,686.50 | 13,926.90 | |
| 0245 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,740.00 | 2,740.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0250 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 302.00 | 302.000 | 302.000 | 0.000 | 302.000 | 265.00 | 80,030.00 | 80,030.00 | |
| 0255 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0260 | CONCRETE COATING Approx. 3174 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,000.00 | 0.00 | |||
| Project | BR07610561995 | Fed/State Project Number | STP 9030 (035) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0265 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,333.34 | 0.00 | |||
| SUBTOT | $136,911.59 |
$328,516.84 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07633761994 | Fed/State Project Number | STP 9030 (034) | Category | 0001 BRIDGE - 076B00058N | |||||||
| 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 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 170.00 | 170.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0010 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0015 | GRANULAR EMBANKMENT | 02223 | CUYD | 32.00 | 32.000 | 0.000 | 0.000 | 111.00 | 0.00 | |||
| 0020 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0025 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0030 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0035 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0040 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0045 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.200 | 0.500 | 0.700 | 4,000.00 | 800.00 | 2,800.00 | |
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.400 | 0.600 | 10,400.00 | 2,080.00 | 6,240.00 | |
| 0055 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,700.00 | 3,400.00 | |||
| 0060 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.400 | 0.600 | 2,500.00 | 500.00 | 1,500.00 | |
| 0065 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 96,100.00 | 96,100.00 | |||
| 0070 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.700 | 0.000 | 0.700 | 5,700.00 | 3,990.00 | 3,990.00 | |
| 0075 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0085 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 102.00 | 102.000 | 51.000 | 0.000 | 51.000 | 100.00 | 5,100.00 | 5,100.00 | |
| 0090 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 31,000.00 | 15,500.00 | 15,500.00 | |
| 0095 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 41.00 | 41.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0100 | CONCRETE-CLASS A | 08100 | CUYD | 130.00 | 130.000 | 55.000 | 0.000 | 55.000 | 650.00 | 35,750.00 | 35,750.00 | |
| 0105 | CONCRETE-CLASS AA | 08104 | CUYD | 19.00 | 19.000 | 0.000 | 0.000 | 2,485.00 | 0.00 | |||
| 0110 | STEEL REINFORCEMENT | 08150 | LB | 10,800.00 | 10,800.000 | 2,492.000 | 0.000 | 2,492.000 | 1.30 | 3,239.60 | 3,239.60 | |
| 0115 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,610.00 | 2,610.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0120 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 305.00 | 305.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0125 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0130 | CONCRETE COATING Approx. 2660 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
| Project | BR07633761994 | Fed/State Project Number | STP 9030 (034) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0135 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,333.33 | 0.00 | |||
| SUBTOT | $66,959.60 |
$502,136.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR08413221996 | Fed/State Project Number | STP 9030 (036) | Category | 0001 BRIDGE - 084C00029N | |||||||
| 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 | |
| 0270 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 170.00 | 170.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0275 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0280 | REMOVE GUARDRAIL | 02381 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0285 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0295 | GRANULAR EMBANKMENT | 02223 | CUYD | 16.00 | 16.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0305 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,400.00 | 0.00 | |||
| 0310 | CONCRETE COATING Approx 208 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0315 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 235.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS A | 08100 | CUYD | 1.50 | 1.500 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0325 | CONCRETE-CLASS AA | 08104 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0330 | STEEL REINFORCEMENT | 08150 | LB | 244.00 | 244.000 | 0.000 | 0.000 | 3.80 | 0.00 | |||
| 0335 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,235.00 | 1,235.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 0340 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0345 | STRUCTURAL STEEL Approximately 14,717 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 166,000.00 | 0.00 | |||
| 0350 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,500.00 | 0.00 | |||
| 0355 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,200.00 | 0.00 | |||
| 0360 | STEEL GRID DECK | 24992ED | SQFT | 823.00 | 823.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0365 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | -0.500 | 0.500 | 0.000 | 5,700.00 | -2,850.00 | 0.00 | |
| Project | BR08413221996 | Fed/State Project Number | STP 9030 (036) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0370 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,333.33 | 0.00 | |||
| SUBTOT | $-2,850.00 |
$502,136.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||