|
Report_Id: 245336 Est NO 0011 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245336 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Henderlight, Christopher D | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 08/11/2024 TO 08/24/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | BR10032602400 | ||||||
| Project No. | STP BRZ 9030 (449), FE02 100 3260 B00092N 00.76 | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | VARIOUS BRIDGES IN PULASKI COUNTY | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON PUMPHOUSE ROAD OVER PITMAN CREEK (100B00093N) | ||||||
| Date Let | 02/22/2024 | Formal Acceptance | |||||
| Date Awarded | 03/05/2024 | Date Work Began | 04/02/2024 | ||||
| Date Contract Executed | 03/15/2024 | Open To Traffic | |||||
| Date NTP Issued | 03/15/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,997,487.68 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,997,487.68 |
Total Earnings | $1,869,418.47 |
$1,495,763.60 |
$373,654.87 |
|
| Percent Complete | 93.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $128,069.21 |
Gross Earnings | $1,869,418.47 |
$1,495,763.60 |
$373,654.87 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,869,418.47 |
$1,495,763.60 |
$373,654.87 |
|||
| Contract Id | 245336 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0011 | Project Number | STP BRZ 9030 (449), FE02 100 3260 B00092N 00.76 | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 08/11/2024 TO 08/24/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage OVERRIDE | Approved | 08/21/2024 | $0.00 | 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 | 245336 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR10032602400 | ||||||
| Estimate Nbr | 0011 | Period | 08/11/2024 TO 08/24/2024 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | BR10032602400 | Fed/State Project Number | STP BRZ 9030 (449) | Category | 0001 BRIDGE - 100B00093N | |||||||
| 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 | 1,376.00 | 1,376.000 | 1,776.380 | 0.000 | 1,776.380 | 33.25 | 59,064.63 | 59,064.63 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 350.00 | 350.000 | 22.820 | 127.140 | 149.960 | 30.00 | 684.60 | 4,498.80 | |
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,472.00 | 1,472.000 | 1,117.100 | 1,117.100 | 42.44 | 47,409.72 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 108.00 | 108.000 | 23.055 | 0.000 | 23.055 | 115.00 | 2,651.32 | 2,651.32 | |
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 26.00 | 26.000 | 2.765 | 0.000 | 2.765 | 750.00 | 2,073.75 | 2,073.75 | |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,010.00 | 1,010.000 | 925.850 | 0.000 | 925.850 | 131.45 | 121,702.98 | 121,702.98 | |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 345.00 | 345.000 | 330.430 | 0.000 | 330.430 | 142.65 | 47,135.83 | 47,135.83 | |
| 0040 | ENTRANCE PIPE-15 IN | 00440 | LF | 80.00 | 80.000 | 40.000 | 40.000 | 134.00 | 5,360.00 | |||
| 0045 | CULVERT PIPE-15 IN | 00461 | LF | 145.00 | 145.000 | 148.000 | 148.000 | 143.00 | 21,164.00 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 74.00 | 74.000 | 48.000 | 0.000 | 48.000 | 15.00 | 720.00 | 720.00 | |
| 0055 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 16.00 | 16.000 | 16.000 | 0.000 | 16.000 | 15.00 | 240.00 | 240.00 | |
| 0060 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,000.00 | 2,000.00 | 2,000.00 | |
| 0065 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 1,642.00 | 6,568.00 | 6,568.00 | |
| 0070 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 27.00 | 27.000 | 24.000 | 0.000 | 24.000 | 15.00 | 360.00 | 360.00 | |
| 0075 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 53.00 | 53.000 | 53.000 | 0.000 | 53.000 | 75.00 | 3,975.00 | 3,975.00 | |
| 0080 | EMBANKMENT IN PLACE | 02230 | CUYD | 4,379.00 | 4,379.000 | 3,644.000 | 3,644.000 | 11.00 | 40,084.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,025.00 | 1,025.000 | 1,042.500 | 0.000 | 1,042.500 | 34.39 | 35,851.57 | 35,851.57 | |
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 110.00 | 330.00 | 330.00 | |
| 0095 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 3,950.00 | 7,900.00 | 7,900.00 | |
| 0100 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,400.00 | 1,400.00 | 1,400.00 | |
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 1,444.00 | 1,444.000 | 1,800.000 | 1,800.000 | 4.00 | 7,200.00 | |||
| 0110 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0115 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0125 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 60.000 | 0.000 | 60.000 | 90.00 | 5,400.00 | 5,400.00 | |
| 0130 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,300.00 | 1,300.000 | 1,636.700 | 1,636.700 | 5.12 | 8,379.90 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
| 0140 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 5,000.00 | 3,750.00 | |||
| 0145 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0150 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 100.00 | 8,000.00 | |||
| 0155 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 5,260.00 | 5,260.000 | 2,550.000 | 0.000 | 2,550.000 | 0.45 | 1,147.50 | 1,147.50 | |
| 0160 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0165 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 540.00 | 540.000 | 24.690 | 524.430 | 549.120 | 45.00 | 1,111.05 | 24,710.40 | |
| 0170 | TEST PILES | 08033 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 200.00 | 10,800.00 | |||
| 0175 | PRE-DRILLING FOR PILES | 08039 | LF | 497.00 | 497.000 | 484.510 | 484.510 | 250.00 | 121,127.50 | |||
| 0180 | PILES-STEEL HP14X89 | 08051 | LF | 665.00 | 665.000 | 659.440 | 659.440 | 100.00 | 65,944.00 | |||
| 0185 | PILE POINTS-14 IN | 08095 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0190 | CONCRETE-CLASS A | 08100 | CUYD | 225.00 | 225.000 | 194.000 | 194.000 | 1,000.00 | 194,000.00 | |||
| 0195 | CONCRETE-CLASS AA | 08104 | CUYD | 35.00 | 35.000 | 65.460 | 65.460 | 1,500.00 | 98,190.00 | |||
| 0200 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 18,581.00 | 18,581.000 | 17,625.010 | 17,625.010 | 2.00 | 35,250.02 | |||
| 0205 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 490.00 | 490.000 | 490.000 | 490.000 | 300.00 | 147,000.00 | |||
| 0210 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0215 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.750 | 0.750 | 10,000.00 | 7,500.00 | |||
| 0220 | CONCRETE SEALING | 23378EC | SQFT | 5,013.00 | 5,013.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0225 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 13.00 | 13.000 | 2.305 | 0.000 | 2.305 | 750.00 | 1,728.75 | 1,728.75 | |
| 0230 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 140.00 | 140.000 | 140.000 | 0.000 | 140.000 | 185.00 | 25,900.00 | 25,900.00 | |
| 8000 | LIQUIDATED DAMAGES Lane Closure Overtime | 10111NS | DOLL | 0.00 | 0.001 | -9,600.000 | 0.000 | -9,600.000 | 1.00 | -9,600.00 | -9,600.00 | |
| Project | BR10032602400 | Fed/State Project Number | STP BRZ 9030 (449) | Category | 0002 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0235 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,800.00 | 0.00 | |||
| SUBTOT | $318,345.00 |
$1,334,417.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR10032602401 | Fed/State Project Number | FE02 100 3260 B00092N 00.76 | Category | 0001 BRIDGE - 100B00092N | |||||||
| 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 | |
| 0240 | CRUSHED STONE BASE | 00003 | TON | 90.00 | 90.000 | 90.000 | 0.000 | 90.000 | 57.35 | 5,161.50 | 5,161.50 | |
| 0245 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.28 | 0.285 | 0.285 | 0.000 | 0.285 | 3,000.00 | 855.00 | 855.00 | |
| 0250 | ASPHALT SEAL COAT | 00103 | TON | 0.03 | 0.035 | 0.035 | 0.000 | 0.035 | 5,000.00 | 175.00 | 175.00 | |
| 0255 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 50.00 | 50.000 | 50.000 | 0.000 | 50.000 | 199.95 | 9,997.50 | 9,997.50 | |
| 0260 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 15.00 | 15.000 | 11.000 | 0.000 | 11.000 | 248.35 | 2,731.85 | 2,731.85 | |
| 0265 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 15.00 | 60.00 | 60.00 | |
| 0270 | EMBANKMENT IN PLACE | 02230 | CUYD | 85.00 | 85.000 | 85.000 | 0.000 | 85.000 | 50.00 | 4,250.00 | 4,250.00 | |
| 0275 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 207.00 | 207.000 | 207.000 | 207.000 | 75.00 | 15,525.00 | |||
| 0280 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 211.250 | 0.000 | 211.250 | 36.00 | 7,605.00 | 7,605.00 | |
| 0285 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
| 0295 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 5,000.00 | 3,750.00 | |||
| 0300 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 100.00 | 5,600.00 | |||
| 0305 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 500.00 | 500.000 | 250.000 | 0.000 | 250.000 | 1.00 | 250.00 | 250.00 | |
| 0310 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0315 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 320.00 | 320.000 | 24.950 | 296.570 | 321.520 | 45.00 | 1,122.75 | 14,468.40 | |
| 0320 | TEST PILES | 08033 | LF | 39.00 | 39.000 | 39.000 | 39.000 | 200.00 | 7,800.00 | |||
| 0325 | PRE-DRILLING FOR PILES | 08039 | LF | 154.00 | 154.000 | 155.900 | 155.900 | 250.00 | 38,975.00 | |||
| 0330 | PILES-STEEL HP14X89 | 08051 | LF | 192.00 | 192.000 | 193.550 | 193.550 | 95.00 | 18,387.25 | |||
| 0335 | CONCRETE-CLASS A | 08100 | CUYD | 69.00 | 69.000 | 69.000 | 69.000 | 1,000.00 | 69,000.00 | |||
| 0340 | CONCRETE-CLASS AA | 08104 | CUYD | 38.20 | 38.200 | 38.200 | 38.200 | 1,500.00 | 57,300.00 | |||
| 0345 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,104.00 | 9,104.000 | 9,104.000 | 9,104.000 | 2.00 | 18,208.00 | |||
| 0350 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 406.00 | 406.000 | 406.000 | 406.000 | 300.00 | 121,800.00 | |||
| 0355 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.750 | 0.750 | 10,000.00 | 7,500.00 | |||
| 0360 | CONCRETE SEALING | 23378EC | SQFT | 2,489.00 | 2,489.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0365 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.13 | 0.135 | 0.135 | 0.000 | 0.135 | 750.00 | 101.25 | 101.25 | |
| 0370 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 100.00 | 100.000 | 100.000 | 0.000 | 100.000 | 230.00 | 23,000.00 | 23,000.00 | |
| 0380 | REMOVE STRUCTURE (ADDED 2-21-24) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| Project | BR10032602401 | Fed/State Project Number | FE02 100 3260 B00092N 00.76 | Category | 0002 DEMOBILIZATION & MOBILIZATION | |||||||
| 0375 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,800.00 | 0.00 | |||
| SUBTOT | $55,309.85 |
$1,869,418.45 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||