Report_Id: 215211 Est NO 0036 |
Date:08/21/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 215211 | Estimate Number | 0036 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11360) Smith, Cecil W | ||||||
Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
PO BOX 400 | |||||||
ALLEN , KY , 41601 | |||||||
Pay Period | 07/15/2023 TO 07/28/2023 | ||||||
Date Approved | 08/06/2023 | ||||||
Primary Proj Number | BR11800252100 | ||||||
Project No. | FD04 118 0025 005-006, FD04 118 0025 006-007, FD04 118 2996 003-004 | ||||||
Primary County | WHITLEY | ||||||
Name of Road | US 25W AND KY 2996 | ||||||
Description | ADDRESS DEFICIENCIES OF US 25W BRIDGE OVER CLEAR FORK RVR. ( 118B00041N) | ||||||
Date Let | 09/24/2021 | Formal Acceptance | |||||
Date Awarded | 10/06/2021 | Date Work Began | 02/02/2022 | ||||
Date Contract Executed | 11/08/2021 | Open To Traffic | |||||
Date NTP Issued | 11/08/2021 | Actual Completion Date | |||||
Current Contract Amount | $8,316,196.50 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $8,294,955.00 |
Total Earnings | $7,080,202.11 |
$7,058,429.31 |
$21,772.80 |
|
Percent Complete | 92.24 |
Stockpiled Materials | $590,907.26 |
$590,907.26 |
$0.00 |
|
Funds Available | $645,087.13 |
Gross Earnings | $7,671,109.37 |
$7,649,336.57 |
$21,772.80 |
|
Total Change Orders | $21,241.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $7,671,109.37 |
$7,649,336.57 |
$21,772.80 |
|||
Contract Id | 215211 | Change Order Summary |
County | WHITLEY | ||||||
Estimate Nbr | 0036 | Project Number | FD04 118 0025 005-006, FD04 118 0025 006-007, FD04 118 2996 003-004 | |||||||
Contractor | BUSH & BURCHETT INC | Period | 07/15/2023 TO 07/28/2023 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Utility Items added | Approved | 07/20/2022 | $21,241.50 | 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 | 215211 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR11800252100 | ||||||
Estimate Nbr | 0036 | Period | 07/15/2023 TO 07/28/2023 | |||||||
Contractor | BUSH & BURCHETT INC | |||||||||
Project | BR11800252100 | Fed/State Project Number | FD04 118 0025 005-006 | Category | 0001 BRIDGE - 118B00041N | |||||||
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 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0010 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0015 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0020 | CLEARING AND GRUBBING Less than 1 acre approximately | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
0025 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 190,000.00 | 142,500.00 | |||
0030 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0035 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0040 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 73.00 | 73.000 | 30.000 | 30.000 | 100.00 | 3,000.00 | |||
0045 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 475.00 | 475.000 | 130.800 | 130.800 | 50.00 | 6,540.00 | |||
0050 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 210,000.00 | 105,000.00 | |||
0055 | CONCRETE-CLASS AA | 08104 | CUYD | 551.00 | 551.000 | 13.500 | 291.000 | 304.500 | 1,300.00 | 17,550.00 | 395,850.00 | |
0060 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 114,900.00 | 114,900.000 | 2,815.200 | 57,167.600 | 59,982.800 | 1.50 | 4,222.80 | 89,974.20 | |
0065 | STRUCTURAL STEEL approx. 517,350 lbs | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,470,000.00 | 1,470,000.00 | |||
0070 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 250,000.00 | 250,000.00 | |||
0075 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0080 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
0085 | SNOW FENCE | 21476ED | LF | 2,055.00 | 2,055.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0090 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 525.00 | 525.000 | 157.130 | 157.130 | 150.00 | 23,569.50 | |||
0095 | CONCRETE SEALING | 23378EC | SQFT | 40,265.00 | 40,265.000 | 6,710.830 | 6,710.830 | 2.00 | 13,421.66 | |||
0100 | BEARING PADS | 23380EC | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 4,500.00 | 180,000.00 | |||
0105 | BRIDGE RAIL | 23539EC | LF | 826.00 | 826.000 | 413.000 | 413.000 | 175.00 | 72,275.00 | |||
0110 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 50.00 | 50.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0115 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0120 | CONCRETE COATING Approx 12365 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
0125 | STRIP SEAL EXPANSION JOINT - 4 INCH | 25047EC | LF | 73.00 | 73.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
Project | BR11800252100 | Fed/State Project Number | FD04 118 0025 005-006 | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0130 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
0135 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,000.00 | 0.00 | |||
SUBTOT | $21,772.80 |
$3,032,130.36 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | BR11800252101 | Fed/State Project Number | FD04 118 0025 006-007 | Category | 0001 BRIDGE - 118B00042N | |||||||
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 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0150 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0155 | CLEARING AND GRUBBING Less than 1 acre approximately | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
0160 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 190,000.00 | 142,500.00 | |||
0165 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
0170 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0175 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 73.00 | 73.000 | 68.000 | 68.000 | 100.00 | 6,800.00 | |||
0180 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 475.00 | 475.000 | 134.900 | 134.900 | 50.00 | 6,745.00 | |||
0185 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 210,000.00 | 210,000.00 | |||
0190 | CONCRETE-CLASS AA | 08104 | CUYD | 529.00 | 529.000 | 529.000 | 529.000 | 1,300.00 | 687,700.00 | |||
0195 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 116,000.00 | 116,000.000 | 116,000.000 | 116,000.000 | 1.50 | 174,000.00 | |||
0200 | STRUCTURAL STEEL Approximately 519,530 lbs | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,470,000.00 | 1,470,000.00 | |||
0205 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 250,000.00 | 225,000.00 | |||
0210 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0215 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
0220 | SNOW FENCE | 21476ED | LF | 1,805.00 | 1,805.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0225 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 740.00 | 740.000 | 542.400 | 542.400 | 150.00 | 81,360.00 | |||
0230 | CONCRETE SEALING | 23378EC | SQFT | 35,605.00 | 35,605.000 | 6,998.170 | 6,998.170 | 2.00 | 13,996.34 | |||
0235 | BEARING PADS | 23380EC | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 4,500.00 | 180,000.00 | |||
0240 | BRIDGE RAIL | 23539EC | LF | 825.00 | 825.000 | 823.000 | 823.000 | 175.00 | 144,025.00 | |||
0245 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0250 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
0255 | CONCRETE COATING Approx. 11825 SF | 24982EC | LS | 1.00 | 1.000 | 0.330 | 0.330 | 30,000.00 | 9,900.00 | |||
0260 | STRIP SEAL EXPANSION JOINT - 4 INCH | 25047EC | LF | 73.00 | 73.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0275 | EMERGENCY CLOSURE PLAN (ADDED 9-21-2021) | 24940ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
8000 | GATE VALVE-8 IN Gate Valve 8 Inch | 03528 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,787.75 | 5,575.50 | |||
8001 | W BLOWOFF ASSEMBLY Waterline Blow off assembly 8 inch | 14158 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,491.00 | 1,491.00 | |||
8002 | W PIPE PVC 08 INCH 8 inch PVC pipe | 14060 | LF | 0.00 | 100.000 | 0.000 | 0.000 | 55.65 | 0.00 | |||
8004 | TIE-IN 8 IN Waterline Tie in 8 inch | 03468 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,205.00 | 4,410.00 | |||
Project | BR11800252101 | Fed/State Project Number | FD04 118 0025 006-007 | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0265 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,000.00 | 0.00 | |||
8003 | MOBILIZATION Mobilization for Waterline repiar | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
SUBTOT | $0.00 |
$6,658,833.20 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0200-1-0I |
STEEL, STRUCTURAL | LSP |
1.00 | 0018 | $417723.740000 | $417,723.74 | ||||||
0200-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $592318.460000 | $592,318.46 | ||||||
0200-1-0A |
STEEL, STRUCTURAL | LSP |
0.14 | 0021 | $417723.740000 | $-60,569.94 | ||||||
0200-2-0A |
STEEL, STRUCTURAL | LS |
-0.14 | 0023 | $592318.460000 | $85,886.18 | ||||||
0200-1-0A |
STEEL, STRUCTURAL | LSP |
-0.14 | 0023 | $417723.740000 | $60,569.94 | ||||||
0200-2-0A |
STEEL, STRUCTURAL | LS |
0.25 | 0026 | $592318.460000 | $-148,079.62 | ||||||
0200-1-0A |
STEEL, STRUCTURAL | LSP |
0.25 | 0026 | $417723.740000 | $-104,430.94 | ||||||
0200-2-0A |
STEEL, STRUCTURAL | LS |
0.25 | 0027 | $592318.460000 | $-148,079.62 | ||||||
0200-1-0A |
STEEL, STRUCTURAL | LSP |
0.25 | 0027 | $417723.740000 | $-104,430.94 | ||||||
SUBTOT | $590,907.26 |
Project | BR11829962100 | Fed/State Project Number | FD04 118 2996 003-004 | Category | 0001 BRIDGE - 118B00101N | |||||||
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 | |
0275 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 22.140 | 22.140 | 60.00 | 1,328.40 | |||
0280 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 94.000 | 94.000 | 65.00 | 6,110.00 | |||
0285 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
0290 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 26.000 | 26.000 | 75.00 | 1,950.00 | |||
0295 | CLEARING AND GRUBBING Less than 1 acre approximately | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
0305 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
0315 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 100.00 | 4,400.00 | |||
0320 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 125.00 | 125.000 | 125.000 | 125.000 | 110.00 | 13,750.00 | |||
0325 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
0330 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0335 | CONCRETE-CLASS A | 08100 | CUYD | 2.50 | 2.500 | 3.250 | 3.250 | 5,000.00 | 16,250.00 | |||
0340 | CONCRETE-CLASS AA | 08104 | CUYD | 48.50 | 48.500 | 48.500 | 48.500 | 1,750.00 | 84,875.00 | |||
0345 | STEEL REINFORCEMENT | 08150 | LB | 800.00 | 800.000 | 647.640 | 647.640 | 3.00 | 1,942.92 | |||
0350 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 13,400.00 | 13,400.000 | 13,400.000 | 13,400.000 | 1.50 | 20,100.00 | |||
0355 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
0360 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
0365 | SNOW FENCE | 21476ED | LF | 1,210.00 | 1,210.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0370 | CONCRETE SEALING | 23378EC | SQFT | 1,680.00 | 1,680.000 | 731.280 | 731.280 | 3.00 | 2,193.84 | |||
0375 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
0380 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 61.00 | 61.000 | 56.250 | 56.250 | 275.00 | 15,468.75 | |||
Project | BR11829962100 | Fed/State Project Number | FD04 118 2996 003-004 | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0385 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
0390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,000.00 | 0.00 | |||
SUBTOT | $0.00 |
$7,080,202.11 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |