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Report_Id: 195137 Est NO 0007 |
Date:10/26/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195137 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Jewell, William C. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code KY0036484 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 09/19/2020 TO 10/02/2020 | ||||||
| Date Approved | 10/09/2020 | ||||||
| Primary Proj Number | BR10903231900 | ||||||
| Project No. | STP BRZ 9030 (155) | ||||||
| Primary County | TAYLOR | ||||||
| Name of Road | KY 323 | ||||||
| Description | ADDRESS DEFICIENCIES OF WEST MAIN STREET BRIDGE OVER BUCKHOR N CREEK. (109B00051N) | ||||||
| Date Let | 08/23/2019 | Formal Acceptance | |||||
| Date Awarded | 08/30/2019 | Date Work Began | 07/14/2020 | ||||
| Date Contract Executed | 10/08/2019 | Open To Traffic | |||||
| Date NTP Issued | 10/08/2019 | Actual Completion Date | 10/15/2020 | ||||
| Current Contract Amount | $496,875.38 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $496,875.38 |
Total Earnings | $409,110.25 |
$369,428.47 |
$39,681.78 |
|
| Percent Complete | 82.34 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $87,765.13 |
Gross Earnings | $409,110.25 |
$369,428.47 |
$39,681.78 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $409,110.25 |
$369,428.47 |
$39,681.78 |
|||
| Contract Id | 195137 | Change Order Summary |
County | TAYLOR | ||||||
| Estimate Nbr | 0007 | Project Number | STP BRZ 9030 (155) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 09/19/2020 TO 10/02/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Surface Aggregate Change | Approved | 04/16/2020 | $0.00 | 0.0 | |||||
| 002 | Liquidated Damage Override - Contract Overtime | Approved | 10/01/2020 | $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 | 195137 | COMMONWEALTH OF KENTUCKY |
County | TAYLOR | ||||||
| Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR10903231900 | ||||||
| Estimate Nbr | 0007 | Period | 09/19/2020 TO 10/02/2020 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR10903231900 | Fed/State Project Number | STP BRZ 9030 (155) | Category | ||||||||
| 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 | |
| Project | BR10903231900 | Fed/State Project Number | STP BRZ 9030 (155) | Category | 0001 BRIDGE - 109B00051N | |||||||
| 0005 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 55.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0010 | STORM SEWER PIPE-18 IN | 00522 | LF | 177.00 | 177.000 | 177.000 | 177.000 | 220.37 | 39,005.49 | |||
| 0015 | REMOVE PIPE | 01310 | LF | 177.00 | 177.000 | 177.000 | 177.000 | 12.23 | 2,164.71 | |||
| 0020 | CURB BOX INLET TYPE B | 01480 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,880.64 | 29,283.84 | |||
| 0025 | REMOVE INLET | 01718 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 599.80 | 2,399.20 | |||
| 0030 | STANDARD CURB AND GUTTER | 01810 | LF | 295.00 | 295.000 | 295.000 | 295.000 | 35.00 | 10,325.00 | |||
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 35.00 | 35.000 | 42.000 | 42.000 | 75.00 | 3,150.00 | |||
| 0040 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,764.71 | 2,764.71 | |||
| 0045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 11,655.82 | 8,741.86 | |||
| 0050 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,272.05 | 4,544.10 | |||
| 0055 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 127.00 | 127.000 | 127.000 | 127.000 | 60.00 | 7,620.00 | |||
| 0060 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 219.00 | 219.000 | 219.000 | 219.000 | 21.03 | 4,605.57 | |||
| 0065 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 75.09 | 5,106.12 | |||
| 0070 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 173.00 | 173.000 | 68.300 | 0.000 | 68.300 | 139.11 | 9,501.21 | 9,501.21 | |
| 0075 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0085 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,203.48 | 7,203.48 | |||
| 0090 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 82.00 | 82.000 | 49.630 | 49.630 | 42.82 | 2,125.15 | |||
| 0095 | CONCRETE-CLASS A | 08100 | CUYD | 15.00 | 15.000 | 19.990 | 19.990 | 1,128.20 | 22,552.71 | |||
| 0100 | CONCRETE-CLASS AA | 08104 | CUYD | 24.40 | 24.400 | 25.080 | 25.080 | 2,101.30 | 52,700.60 | |||
| 0105 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,277.00 | 9,277.000 | 9,277.000 | 9,277.000 | 3.58 | 33,211.66 | |||
| 0110 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,000.00 | 37,000.00 | |||
| 0115 | PRECAST PC BOX BEAM CB12-36 | 08614 | LF | 354.00 | 354.000 | 354.000 | 354.000 | 204.75 | 72,481.50 | |||
| 0120 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.750 | 0.750 | 2,981.20 | 2,235.90 | |||
| 0125 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 592.00 | 592.000 | 737.800 | 0.000 | 737.800 | 14.25 | 10,513.65 | 10,513.65 | |
| 0130 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 50.00 | 50.000 | 44.000 | 44.000 | 17.27 | 759.88 | |||
| 0135 | CONCRETE SEALING | 23378EC | SQFT | 1,542.00 | 1,542.000 | 0.000 | 0.000 | 4.40 | 0.00 | |||
| 0140 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 44.00 | 44.000 | 55.500 | 55.500 | 44.81 | 2,486.95 | |||
| 0145 | SIDEWALK-8 IN CONCRETE | 24890EC | SQYD | 92.00 | 92.000 | 92.000 | 92.000 | 130.00 | 11,960.00 | |||
| 0150 | CONCRETE COATING Approx. 2135 sf | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,735.32 | 0.00 | |||
| 0155 | CLASSIC BRIDGE RAIL | 25024ED | LF | 177.00 | 177.000 | 127.805 | 0.000 | 127.805 | 335.80 | 42,916.91 | 42,916.91 | |
| 8000 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 55.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 8001 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -23,250.000 | 0.000 | -23,250.000 | 1.00 | -23,250.00 | -23,250.00 | |
| Project | BR10903231900 | Fed/State Project Number | STP BRZ 9030 (155) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0160 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0165 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,498.13 | 0.00 | |||
| SUBTOT | $39,681.78 |
$409,110.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0115-1-0I |
BOX BEAM, CB | LF |
351.00 | 0001 | $119.435350 | $41,921.80 | ||||||
0115-1-0A |
BOX BEAM, CB | LF |
351.00 | 0004 | $119.435350 | $-41,921.80 | ||||||
| SUBTOT | $0.00 |
|||||||||||