HomeMy WebLinkAbout02/19/2019 06F Project 2365 Beech Street Interceptor; Project Completion to\'4\lyy tbxk ik 1
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BUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT
Item No. 6.F.
For Meeting of: February 19, 2019
ITEM TITLE: Project Completion and Contract Acceptance for Scout Lake
Construction, Inc. - Project 2365 Beech Street Interceptor
SUBMITTED BY: Scott Schafer, Director of Public Works
Mike Price, Wastewater/Stormwater Manager 249-6815
SUMMARY EXPLANATION:
City Project 2365 provided for improvements to the Beech Street Interceptor. The City
contracted with Scout Lake Construction, Inc. for the construction of 60 LF of 15-inch gravity
sewer main and 2,950 LF of 24-inch gravity sewer main with manholes and appurtenances,
removal of an existing structure, connection to the existing sanitary sewer collection system, and a
temporary sewage bypass, and restoration.
Final inspection for this project was made and the recommendation is that the project be
accepted. A final payment of$52,978.49 (5% retainage) is due from the City to Scout Lake
Construction, Inc. for the completion of the scope of work associated with the Beech Street
I nterceptor.
Project Manager: Dana Kallevig
Contractor: Scout Lake Construction, Inc.
Contract Award: 5/11/2017
Contract Cost: $1,146,454.50
Retainage Due: $52,978.49
The total contract cost is for construction only and does not include engineering and other costs.
City Council action is required to accept the project and approve the final construction costs.
ITEM BUDGETED: Yes
STRATEGIC PRIORITY: Economic Development
2
APPROVED FOR City Manager
SUBMITTAL:
STAFF RECOMMENDATION:
Accept Project
BOARD/COMMITTEE RECOMMENDATION:
ATTACHMENTS:
Description Upload Date Type
d Final 12,21,2018 Cover Memo
City of Yakima PROJECT TITLE Beech Street Interceptor, Lift Station and Force Main
City Engineering Division
129 N 2nd Street City Project No.: 2365
Yakima,WA 98901
TO: Scout Lake Construction, Inc.
Progress Estimate No.: FINAL
Date
Total ''....
Item '....unit Bid Contract To Date %of Amount Previous Previous Quantity Amount '.... ACCt '....
No.., Description QTY I UNIT I Price Amount Quantity Contract Quantity Payments this period '.., Due Oet
Al Mobilization, Demobilization,Site Prep&CU 1 LS $95,000.00 $ 95,000.00 1.00 100% $ 95,000.00 1 $ 95,000.00 0 $A2 Construction Survey 1 LS $16,200.00 $ 16,200.00 1 100% $ 16,200.00 1 $ 16,200.00 0
A3 Traffic Control 1 LS $23,600.00 $ 23,600.00 1 100% $ 23,600.00 1 $ 23,600.00 0
A4 Temporary Sedimentation and Erosion Control 1 LS $55,000.00 $ 55,000.00 1 100% $ 55,000.00 1 $ 55,000.00 0
A5 Shoring and Trench Safety 1 LS $16,000.00 $ 16,000.00 1 100% $ 16,000.00 1 $ 16,000.00 0
A6 Extra Trench Excavation 1000 CY $16.80 $ 16,800.00 0 0% $ - 0 $ - 0
A7 Connection to Existing Sanitary Sewer System 1 LS $12,180.00 $ 12,180.00 1 100% $ 12,180.00 1 $ 12,180.00 0
A8 15-inch Sewer Main Deep 63 LF $172.22 $ 10,849.86 63 100% $ 10,849.86 63 $ 10,849.86 0
A9 24-inch Sewer Main Deep 2100 LF $123.23 $ 258,783.00 2100 100% $ 258,783.00 2100 $ 258,783.00 0
MO 24-inch Sewer Main Shallow 846 LF $102.10 $ 86,376.60 846 100% $ 86,376.60 846 $ 86,376.60 0
All 48-inch Manhole 6 to 10 feet deep 2 EA $3,295.45 $ 6,590.90 2 100% $ 6,590.90 2 $ 6,590.90 0
Al2 48-inch Manhole 10 to 19 feet deep 4 EA $4,278.71 $ 17,114.84 4 100% $ 17,114.84 4 $ 17,114.84 0
A13 48-inch Manhole 19+ft deep 2 EA $6,388.38 $ 12,776.76 2 100% $ 12,776.76 2 $ 12,776.76 0
A14 72-inch Specialty Manhole 19+ft deep 1 EA $49,179.46 $ 49,179.46 1 100% $ 49,179.46 1 $ 49,179.46 0
A15 24-inch Sewage Isolation Valve 1 EA $17,461.57 $ 17,461.57 1 100% $ 17,461.57 1 $ 17,461.57 0
A16 Rock Excavation 50 CY $93.70 $ 4,685.00 0 0% $ - 0 $ - 0
A17 Select Backfill 3100 TONS $18.91 $ 58,621.00 323.33 10% $ 6,114.17 323.33 $ 6,114.17 0
A18 Crushed Rock 800 TONS $22.55 $ 18,040.00 2207.48 276% $ 49,778.67 2207.48 $ 49,778.67 0
A19 Controlled Density Fill 100 CY $124.83 $ 12,483.00 22.5 23% $ 2,808.68 22.5 $ 2,808.68 0
A20 Property Restoration at Wash Middle School 1 LS $40,280.00 $ 40,280.00 1 100% $ 40,280.00 1 $ 40,280.00 0
A21 Hot Mix Asphalt Temporary Patch 200 TONS $110.70 $ 22,140.00 0 0% $ - 0 $ - 0
A22 Hot Mix Asphalt Trench Patch 900 TONS $97.20 $ 87,480.00 338.37 38% $ 32,889.56 338.37 $ 32,889.56 0
A23 Miscellaneous Work 1 FA $25,000.00 $ 25,000.00 7.49 749% $ 187,143.28 7.49 $ 187,143.28 0
CO No 1 Hot Mix Asphalt 1 LS $63,442.43 $ 63,442.43 1 100% $ 63,442.43 1 $ 63,442.43 0
SUBTOTAL $ 1,026,084.42 $ 1,059,569.78 $1,059,569.78
TAX8.2% $ 84,138.92 $ 86,884.72 $ 86,884.72
TOTAL $ 1,110,223.34 103% $ 1,146,454.51 $1,146,454.50
Item '....unit Bid Contract To Date 'Ye Or Amount Previous Previous Quantity Amount '.... Acot '....
Description QTY UNIT Price Amount Quantity Contract Quantity Payments this period Due Def
RETAINAGE 5% $52,978.49
I hereby certify that the foregoing is a true and correct statement ofthe work performed under this Contract.
CITY ENGINEER /s/Brett Sheffield