|
Report_Id: 195105 Est NO 0005 |
Date:01/22/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195105 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10360) Ratliff, Wes | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 12/14/2019 TO 12/31/2019 | ||||||
| Date Approved | 01/08/2020 | ||||||
| Primary Proj Number | BR01311241901 | ||||||
| Project No. | STP BRZ 9030 (085), STP BRZ 9030 (086), STP BRZ 9030 (087) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | CR 1124-KY 3049-CR 1145 | ||||||
| Description | REPLACE BRIDGE ON LITTLE BUCKHORN ROAD (0.783) OVER BUCKHORN CREEK. (013C00016N) | ||||||
| Date Let | 05/24/2019 | Formal Acceptance | |||||
| Date Awarded | 05/31/2019 | Date Work Began | 09/30/2019 | ||||
| Date Contract Executed | 07/10/2019 | Open To Traffic | |||||
| Date NTP Issued | 07/10/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,708,835.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,694,672.00 |
Total Earnings | $416,140.70 |
$384,386.92 |
$31,753.78 |
|
| Percent Complete | 24.35 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,292,694.30 |
Gross Earnings | $416,140.70 |
$384,386.92 |
$31,753.78 |
|
| Total Change Orders | $14,163.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $416,140.70 |
$384,386.92 |
$31,753.78 |
|||
| Contract Id | 195105 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0005 | Project Number | STP BRZ 9030 (085), STP BRZ 9030 (086), STP BRZ 9030 (087) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 12/14/2019 TO 12/31/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Waterline Items | Approved | 12/30/2019 | $14,163.00 | 3.0 | |||||
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 | 195105 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | BRSU BRIDGE SUPERSTRUCTURE REHAB | TRANSPORTATION CABINET |
Primary Project Number | BR01311241901 | ||||||
| Estimate Nbr | 0005 | Period | 12/14/2019 TO 12/31/2019 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | BR01311241901 | Fed/State Project Number | STP BRZ 9030 (085) | Category | 0001 BRIDGE - 013C00016N | |||||||
| 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 | TRAFFIC BOUND BASE | 00020 | TON | 80.00 | 80.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 180.00 | 180.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0015 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0020 | GRANULAR EMBANKMENT | 02223 | CUYD | 57.00 | 57.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0025 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0030 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0035 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0040 | TEMP GUARDRAIL | 02397 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0045 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0050 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0055 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 580.00 | 580.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0065 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 120,000.00 | 0.00 | |||
| 0070 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0075 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0080 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0085 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 33.10 | 33.100 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 182.00 | 182.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0095 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 73,000.00 | 0.00 | |||
| 0100 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 89.00 | 89.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0105 | TEST PILES | 08033 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0110 | PRE-DRILLING FOR PILES | 08039 | LF | 168.00 | 168.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0115 | PILES-STEEL HP14X89 | 08051 | LF | 261.00 | 261.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0120 | CONCRETE-CLASS A | 08100 | CUYD | 123.00 | 123.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0125 | CONCRETE-CLASS AA | 08104 | CUYD | 36.00 | 36.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0130 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 14,740.00 | 14,740.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0135 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 192.00 | 192.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0140 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0145 | CONCRETE SEALING | 23378EC | SQFT | 811.00 | 811.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0150 | CONCRETE COATING Approx 1292 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0155 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 82.00 | 82.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| Project | BR01311241901 | Fed/State Project Number | STP BRZ 9030 (085) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0160 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 0165 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,333.34 | 0.00 | |||
| SUBTOT | $0.00 |
$26,000.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07730491901 | Fed/State Project Number | STP BRZ 9030 (086) | Category | 0001 BRIDGE - 077B00069N | |||||||
| 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 | |
| 0170 | TRAFFIC BOUND BASE | 00020 | TON | 150.00 | 150.000 | 204.890 | 204.890 | 50.00 | 10,244.50 | |||
| 0175 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 300.00 | 300.000 | 483.590 | 483.590 | 40.00 | 19,343.60 | |||
| 0180 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 10.000 | 0.000 | 10.000 | 10.00 | 100.00 | 100.00 | |
| 0185 | GRANULAR EMBANKMENT | 02223 | CUYD | 124.00 | 124.000 | 119.813 | 0.000 | 119.813 | 60.00 | 7,188.78 | 7,188.78 | |
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 100.000 | 0.000 | 100.000 | 18.00 | 1,800.00 | 1,800.00 | |
| 0195 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 1,200.00 | 4,800.00 | 4,800.00 | |
| 0200 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0205 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0210 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0215 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0220 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,120.00 | 1,120.000 | 871.691 | 871.691 | 3.00 | 2,615.07 | |||
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.700 | 0.900 | 7,500.00 | 1,500.00 | 6,750.00 | |
| 0230 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0235 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 5,000.00 | 4,500.00 | |||
| 0245 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0250 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 65.00 | 2,080.00 | |||
| 0255 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 205.00 | 205.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0260 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0265 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 125.00 | 125.000 | 75.790 | 75.790 | 45.00 | 3,410.55 | |||
| 0270 | TEST PILES | 08033 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 250.00 | 11,500.00 | |||
| 0275 | PILES-STEEL HP12X53 | 08046 | LF | 121.00 | 121.000 | 153.696 | 153.696 | 75.00 | 11,527.20 | |||
| 0280 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 125.00 | 1,000.00 | |||
| 0285 | CONCRETE-CLASS A | 08100 | CUYD | 34.00 | 34.000 | 34.000 | 34.000 | 975.00 | 33,150.00 | |||
| 0290 | CONCRETE-CLASS AA | 08104 | CUYD | 47.00 | 47.000 | 47.000 | 47.000 | 1,875.00 | 88,125.00 | |||
| 0295 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 14,594.00 | 14,594.000 | 14,594.000 | 14,594.000 | 1.50 | 21,891.00 | |||
| 0300 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.700 | 0.700 | 2,500.00 | 1,750.00 | |||
| 0305 | CONCRETE SEALING | 23378EC | SQFT | 796.00 | 796.000 | 796.000 | 0.000 | 796.000 | 7.50 | 5,970.00 | 5,970.00 | |
| 0310 | CONCRETE COATING Approx 354 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 0315 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 63.00 | 63.000 | 63.000 | 0.000 | 63.000 | 165.00 | 10,395.00 | 10,395.00 | |
| 8000 | W PIPE POLYETHYLENE/PLASTIC 03 INCH | 14067 | LF | 0.00 | 300.000 | 0.000 | 0.000 | 40.42 | 0.00 | |||
| 8001 | GRAVEL REPLACEMENT DRIVEWAYS | 24441EC | LF | 0.00 | 100.000 | 0.000 | 0.000 | 11.55 | 0.00 | |||
| 8002 | W TIE-IN 03 INCH | 14092 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 441.00 | 0.00 | |||
| Project | BR07730491901 | Fed/State Project Number | STP BRZ 9030 (086) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0320 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 0325 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,333.33 | 0.00 | |||
| SUBTOT | $31,753.78 |
$390,140.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR09711451901 | Fed/State Project Number | STP BRZ 9030 (087) | Category | 0001 BRIDGE - 097C00018N | |||||||
| 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 | |
| 0330 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0335 | REMOVE PAVEMENT | 02091 | SQYD | 53.00 | 53.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0340 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0345 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0355 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0360 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0365 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0375 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0380 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0385 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0390 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 39.10 | 39.100 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0395 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 364.00 | 364.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0400 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0405 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 180.00 | 180.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0410 | TEST PILES | 08033 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0415 | PRE-DRILLING FOR PILES | 08039 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0420 | PILES-STEEL HP12X53 | 08046 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0425 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0430 | CONCRETE-CLASS A | 08100 | CUYD | 19.80 | 19.800 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0435 | CONCRETE-CLASS AA | 08104 | CUYD | 46.60 | 46.600 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0440 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 14,269.00 | 14,269.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0445 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0450 | CONCRETE SEALING | 23378EC | SQFT | 794.00 | 794.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0455 | CONCRETE COATING Approx. 171 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0460 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 62.50 | 62.500 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0475 | APPROACH EMBANKMENT (ADDED: 5-14-19) | 23036NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| Project | BR09711451901 | Fed/State Project Number | STP BRZ 9030 (087) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0465 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 0470 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,333.33 | 0.00 | |||
| SUBTOT | $0.00 |
$416,140.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||