HomeMy WebLinkAbout08/06/2013 05A 2264 Beech Street Area Sewer Project, Final Payment, POW ContractingBUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT
Item No. .�°�-
For Meeting of: 8/6/2013
ITEM TITLE: Final Contract Payment for POW Contracting - City Project
2264 Beech Street Area Sewer (Standard Motion V- B- Accept
the project and approve the final payment)
SUBMITTED BY: Debbie Cook - Director of Utilites and Engineering
Brett Sheffield - Chief Engineer - 509 - 576 -6797
SUMMARY EXPLANATION:
This project (City Project No.: WW2264) provided for the improvement of the sanitary sewer
system by installing 2,210 linear feet of 36 -inch diameter sanitary sewer pipe, 346 linear feet of
12 -inch diameter sanitary sewer pipe, saw - cutting existing pavement, pavement repair,
structure excavation, chain link fence, and other associated work.
Final inspection for this project was made and the recommendation is that the project be
accepted.
The Council action is to accept the project and approve the final construction costs.
Project Engineer: Brett Sheffield
Contractor: POW Contracting
Contract Award: 9/20/2012
Contract Cost: $594,709.13
Retainage Due: $25,063.22
The above total contract cost is for construction only and does not include engineering and
other costs.
Resolution:
Ordinance:
Other (Specify): Final Contract Payment
Contract:
Contract Term:
Start Date:
End Date:
Item Budgeted:
Amount:
Funding Source /Fiscal Sewer Construction
Impact:
Strategic Priority:
Insurance Required? No
Mail to:
Phone:
APPROVED FOR
SUBMITTAL:
RECOMMENDATION:
Accept the project
ATTACHMENTS:
Name:
City Manager
Description:
Final
City of Yakima
City Engineering Division
129 N 2nd Street
Yakima, WA 98901
TO. POW
PROJECT TITLE
City Project No
Beech Street Area Sewer Project
W W2264
Progress Estimate No FINAL
Date July 8, 2013
I Total
Item
No.
Description
Unit
Bid
Quantity
Unit
Price
Bid Contract
Amount
To Date
Quantity
% of
Contract
Amount
Previous
Quantity
Previous
Payments
Quantity
this period
Amount
Due
Acct
Def
1
SPCC Plan
LS
1
$5,000.00
$ 5,000.00
1
100°%
$ 5,000.00
0
$ 5,000.00
0
$
2
Mobilization
LS
1
$43,000.00
$ 43,000.00
1
100°%
$ 43,000.00
1
$ 43,000.00
0
$
3
Project Temporary Traffic Control
LS
1
$5,000.00
$ 5,000.00
1
100%
$ 5,000.00
0.80
$ 5,000.00
0.20
$
4
Clearing and Grubbing
LS
1
$58,500.00
$ 58 500.00
1
100%
$ 58 500.00
1
$ 58 500.00
0
$
5
Removal of Structure and Obstruction
LS
1
$30,000.00
$ 30,000 00
1
100%
$ 30,000.00
1
$ 30,000.00
0
$
6
Saw -cut, per inch depth
LF
275
$0.40
$ 11000
600
218°%
$ 24000
600
$ 240.00
0
$
7
Shoring or Extra Excavation Class A
LS
1
$15,000.00
$ 15,000.00
1
100°%
$ 15,000.00
1
$ 15,000.00
0
$
8
Crushed Surfacing Base Course
TON
350
$2800
$ 9,800.00
498.52
142°%
$ 13,958.56
0
$ 13,958.56
49852
$
9
A h l r
T N
255
0
279.57
110%
17 612, 1
17 61 1
2 9 57
10
HMA CL. 112 IN, PG 64 -28
TON
135
100.00
13 500.00
175.48
130%
17 548.00
0
17 548.00
175.48
11
Manhole 48 In. Diam. Type 1
EA
2
$1,800.00
$ 3,600.00
2
100%
$ 31600,00
2
$ 3,600.00
0
$
1
nh I e 6 In. Diam Type 1
A
4
$3,000.00
$ 12 000.0
4
00 0
4
1 00.00
0
13
Manhole 70 In Diam Type 1
EA
4
$3,200.00
$ 12,800.00
4
100°%
$ 12,800 00
4
$ 12,800.00
0 1
$
14
Shoring or Extra Excavation Class B
LF
2,556
$2.00
$ 5,112.00
2,225
87%
$ 4,450.00 1
2,225
$ 4,450.00
0
$
15
Select Backfill, as directed
TON
300
$26.00
$ 7,800.00
675
225°%
$ 17,550 00
0
$ 17,550.00
675
$
16
36 -Inch Sanitary Sewer pipe, in place
LF
2,235
$91.26
$ 203,966.10
2,235
100°%
$ 203,966.10
2,235
$ 203,966.10
0
$
17
12 -Inch Sanitary Sewer pipe, in place
LF
440
$51 76
$ 22,774 40
401
91°%
$ 20,755.76
401
$ 20,755.76
0
$
18
Sewer Lift Station Decommission
FA
1
$15,000.00
$ 15,000.00
8676.67
58°%
$ 8,676.67
0
$ 8,676.67
8,676.67
$
19
Existing Irrigation Well Work
FA
1
$20,00000
$ 20,000.00
1329722
66%
$ 13,297.22
0
$ 13,297.22
13,297.22
$
20
Chain Link Fence, Type 3
LF
1 1,850
$1900
$ 35,150.00
1,922
104%
$ 36,518.00
1,850
$ 36,518.00
72
$
21
Temporary Fence
LF
1,850
$2.00
$ 3,700.00
1,850
100%
$ 3,700.00
1,850
$ 3,700.00
0
$
22
Repair or Replacement
FA
1
$25,000.00
$ 25,000.00
16,418 56
66°%
$ 16,418.56
0
$ 16,418.56
16,418.56
$
23
Liquidated Damages
TBD
12
- $1,522.58
$ (18,270.96)
-18,27096
100%
$ (18,270.96)
0
$ (18,270.96)
- 18,270.96
$
SUB TOTAL
$ 562,877.50
$ 541,320.82
$ 541,320.82
$
STATE SALES TAX 8.2°%
$ 46,155.96
$ 44,388.31
$ 44,388.31
$
ORIGINAL CONTRACT AMOUNT
$ 609,033.46
96%
$ 585,709.13
$ 585,709.13
$
CO No 1
Change Order /replace SD Line
LS
1
$8,31793
$ 8,31793
1
100%
$ 8,317.93
0
$ 8,317.93
1
$
NEW SUB TOTAL
$ 571,195.43
$ 549,638.75
$ 549,638.75
$ -
STATE SALES TAX 8 2%
$ 46,838.03
$ 45,070.38
$ 45,070.38
$
NEW CONTRACT AMOUNT WITH C/O
$ 618,033.46
96%
$ 594,709.13
$ 594,709.13
$
I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract.
CITY ENGINEER /s/ Brett Sheffield