|
Report_Id: 235301 Est NO 0004 |
Date:10/02/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235301 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 08/26/2023 TO 09/08/2023 | ||||||
| Date Approved | 09/18/2023 | ||||||
| Primary Proj Number | BR06420372300 | ||||||
| Project No. | STP BRZ 9030 (402), STP BRZ 9030 (403) | ||||||
| Primary County | LAWRENCE | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 12 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY-2037 OVER GRIFFIN CREEK (064B00069N) | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 08/10/2023 | ||||
| Date Contract Executed | 04/27/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/27/2023 | Actual Completion Date | |||||
| Current Contract Amount | $1,450,237.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,450,237.00 |
Total Earnings | $110,764.44 |
$109,695.03 |
$1,069.41 |
|
| Percent Complete | 19.76 |
Stockpiled Materials | $175,843.29 |
$175,843.29 |
$0.00 |
|
| Funds Available | $1,163,629.27 |
Gross Earnings | $286,607.73 |
$285,538.32 |
$1,069.41 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $286,607.73 |
$285,538.32 |
$1,069.41 |
|||
| Contract Id | 235301 | Change Order Summary |
County | LAWRENCE | ||||||
| Estimate Nbr | 0004 | Project Number | STP BRZ 9030 (402), STP BRZ 9030 (403) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 08/26/2023 TO 09/08/2023 | |||||||
| 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 | 235301 | COMMONWEALTH OF KENTUCKY |
County | LAWRENCE | ||||||
| Contract Type | BRSU BRIDGE SUPERSTRUCTURE REHAB | TRANSPORTATION CABINET |
Primary Project Number | BR06420372300 | ||||||
| Estimate Nbr | 0004 | Period | 08/26/2023 TO 09/08/2023 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | BR06414962300 | Fed/State Project Number | STP BRZ 9030 (402) | Category | 0001 BRIDGE - 064B00061N | |||||||
| 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 | DGA BASE | 00001 | TON | 391.00 | 391.000 | 24.870 | 230.620 | 255.490 | 43.00 | 1,069.41 | 10,986.07 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.90 | 1.900 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 117.00 | 117.000 | 93.990 | 93.990 | 285.00 | 26,787.15 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 528.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 318.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0045 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 179.00 | 0.00 | |||
| 0050 | ROADWAY EXCAVATION | 02200 | CUYD | 84.00 | 84.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 0055 | FENCE-TEMP | 02259 | LF | 354.00 | 354.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0060 | REMOVE & RESET FENCE | 02267 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 524.00 | 524.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 603.00 | 603.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0075 | TEMP GUARDRAIL | 02397 | LF | 618.00 | 618.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0080 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 157.00 | 157.000 | 144.500 | 144.500 | 16.96 | 2,450.72 | |||
| 0090 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,154.00 | 0.00 | |||
| 0100 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 141,081.00 | 70,540.50 | |||
| 0105 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,120.00 | 0.00 | |||
| 0110 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,714.00 | 0.00 | |||
| 0115 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0120 | TEMP SIGNAL | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,041.00 | 0.00 | |||
| 0125 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 2,876.00 | 2,876.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0130 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 377.00 | 377.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0135 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,802.00 | 0.00 | |||
| 0140 | CONCRETE-CLASS A | 08100 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 3,338.00 | 0.00 | |||
| 0145 | CONCRETE-CLASS AA | 08104 | CUYD | 35.70 | 35.700 | 0.000 | 0.000 | 2,415.00 | 0.00 | |||
| 0150 | STEEL REINFORCEMENT | 08150 | LB | 486.00 | 486.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0155 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,163.00 | 4,163.000 | 0.000 | 0.000 | 1.72 | 0.00 | |||
| 0160 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,464.00 | 0.00 | |||
| 0165 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 476.00 | 476.000 | 0.000 | 0.000 | 349.00 | 0.00 | |||
| 0170 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,283.00 | 0.00 | |||
| 0175 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 8.00 | 8.000 | 0.000 | 0.000 | 391.00 | 0.00 | |||
| 0180 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 71.00 | 71.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0185 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 22.00 | 22.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0190 | CONCRETE SEALING | 23378EC | SQFT | 2,723.00 | 2,723.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0195 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 12.00 | 12.000 | 0.000 | 0.000 | 227.00 | 0.00 | |||
| 0200 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 133.00 | 133.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | BR06414962300 | Fed/State Project Number | STP BRZ 9030 (402) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0205 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.07 | 0.00 | |||
| SUBTOT | $1,069.41 |
$110,764.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0165-1-0I |
BOX BEAM, CB | LF |
476.00 | 0001 | $160.720000 | $76,502.72 | ||||||
| SUBTOT | $76,502.72 |
|||||||||||
| Project | BR06420372300 | Fed/State Project Number | STP BRZ 9030 (403) | Category | 0001 BRIDGE - 064B00069N | |||||||
| 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 | |
| 0210 | DGA BASE | 00001 | TON | 169.00 | 169.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0215 | TRAFFIC BOUND BASE | 00020 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 59.00 | 0.00 | |||
| 0220 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.40 | 1.400 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0225 | ASPHALT SEAL COAT | 00103 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0230 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 70.00 | 70.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0235 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 448.00 | 0.00 | |||
| 0240 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0245 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0250 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 179.00 | 0.00 | |||
| 0255 | ROADWAY EXCAVATION | 02200 | CUYD | 108.00 | 108.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 147.00 | 147.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0265 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0270 | REMOVE GUARDRAIL | 02381 | LF | 231.00 | 231.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0275 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0280 | TEMPORARY SIGNS | 02562 | SQFT | 105.00 | 105.000 | 0.000 | 0.000 | 16.96 | 0.00 | |||
| 0285 | EDGE KEY | 02585 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,896.00 | 0.00 | |||
| 0295 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,005.00 | 0.00 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,514.00 | 0.00 | |||
| 0305 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 81.00 | 0.00 | |||
| 0310 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 386.00 | 386.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0315 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,613.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS AA | 08104 | CUYD | 63.90 | 63.900 | 0.000 | 0.000 | 2,232.00 | 0.00 | |||
| 0325 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 13,099.00 | 13,099.000 | 0.000 | 0.000 | 1.72 | 0.00 | |||
| 0330 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 44,064.00 | 0.00 | |||
| 0335 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 395.50 | 395.500 | 0.000 | 0.000 | 293.00 | 0.00 | |||
| 0340 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 322.00 | 322.000 | 0.000 | 0.000 | 398.00 | 0.00 | |||
| 0345 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,757.00 | 0.00 | |||
| 0350 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 106.00 | 106.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0355 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 352.00 | 0.00 | |||
| 0360 | CONCRETE SEALING | 23378EC | SQFT | 5,591.00 | 5,591.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0365 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 24.00 | 24.000 | 0.000 | 0.000 | 227.00 | 0.00 | |||
| 0370 | CONCRETE COATING APPROX 292 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,411.00 | 0.00 | |||
| 0375 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 205.30 | 205.300 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| Project | BR06420372300 | Fed/State Project Number | STP BRZ 9030 (403) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.07 | 0.00 | |||
| SUBTOT | $0.00 |
$110,764.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0335-1-0I |
BOX BEAM, CB | LF |
395.50 | 0001 | $138.180000 | $54,650.19 | ||||||
0340-1-0I |
BOX BEAM, CB | LF |
322.00 | 0001 | $138.790000 | $44,690.38 | ||||||
| SUBTOT | $99,340.57 |
|||||||||||