HomeMy WebLinkAboutChange Order - 2DocuSign Envelope ID: A885A3FA-8390-4D4A-8EDB-5C4596DA6859
CITY OF RENTON
CONTRACT CAG#:
Public Works Department
CONTRACT CHANGE ORDER AGREEMENT
CAG-23-298 C.O.# 2
PROJECT NAME:
CONTRACTOR:
Erosion Control at 301 Monroe Ave NE Project
FTS Excavation, LLC
SUMMARY OF PROPOSED CHANGE:
Provide all labor, equipment, subcontracting, bonding, insurance for the complete work required for the
extra work as outlined below:
Item Alteration Under this Change Order
ADDED ITEM
FWD-02: Erosion at site required additional biodegradable
Erosion Control erosion control blanket to be placed: 7,917.22 SY on
Blanket the south and east slope. Due to the large increase in
material FTS Excavation and the City negotiated a new (Attached) rate for the biodegradable blanket to cost $9.50 per
SY.
ADDED ITEM
FWD-02:
Quarry Spalls Erosion at site required additional placement of quarry
(Attached) spalls and liner to be placed in northeast corner.
ADDED ITEM
FWD-02:
Silt Fence Erosion at site required silt fence to be repaired at the
(Attached) bottom of the east slope.
Total
Unit Type Est. Qty. Unit Price
SY 7,917.22 $9.50
FA 1 $579.81
FA 1 $2,752.91
Total
Amount
$75,226.50
$579.81
$2,752.91
$78,559.22
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-4080 Monroe Ave NE Storm lmprovement\1600 Construction\1606a-Change Orders\Change Order 2\Working Docs\6 -Agreemrt cr2to CAG-23-298 0
CAG-23-298, CO 2-23
12/08/2023
12/14/2023
1/2/2024
1/2/2024
Approved by Cheryl Beyer via email 12/13/2023
FORCE ACCOUNT SUMMARY -PRIME CONTRACTOR
FTS Excavation, llC
Description
labor
Silt Fence -Foreman (10/31/2023)
Silt Fence -Foreman (11/2/2023)
Silte Fence -laborer (11/2/2023)
Silt Fence -Operator (11/2/2023)
Quarry Spalls -Operator (11/2/2023)
Labor Markup
Equipment
Silt Fence -3.5 Metric Ton Excavator (11/2/2023)
Equipment Markup
Material
Consolidated Supply: Silt Fence, T-Posts, Cable Ties
Materials Markup
Services
Coconut Blanket Installation at Negotiated Rate of $9.50 per square yard
Services Markup
Prime Markup on Subcontractor Work
N/A
Services Markuo
Quantity
2
1
7
3
3
$1,875.00
8
$378.74
1
$345.61
7917.22
$75,226.50
0
$0.00
Pagelofl
Contract No.
Change Order #
Unit Unit Price
Hours $124.41
Hours $124.41
Hours $88.08
Hours $147.53
Hours $147.53
Labor Subtotal =
% labor Subtotal 31%
labor Total =
Hourly $47.34
Equip Subtotal =
% Equip Subtotal 21%
Equip Total =
Invoice $345.61
Material Subtotal =
% Material Subtotal 21%
Material Total =
Invoice $9.50
Services Subtotal =
% Services Subtotal 0%
Services Total =
Estimate $0.00
Sub Subtotal =
% Sub Subtotal 12%
Subcontractor Total =
Force Account Total =
CAG-23-298
2
Cost
$248.83
$124.41
$616.56
$442.60
$442.60
$1,875.00
$581.25
$2,456.25
$378.74
$378.74
$79.54
$458.28
$345.61
$345.61
$72.58
$418.19
$75,226.50
$75,226.50
$0.00
$75,226.50
$0.00
$0.00
$0.00
$0.00
$78,559.22
work associated
with field work
directive #3. paid via
change order #3.
72.24 72.24T
72.24 72.24T
527.93 527.93T
65.92 65.92T
71,352.61
7,206.61
78,559.22
$78,559.22 78,559.2278,559.22$78,559.22
INVOICE
Consolidated Supply Co.
P.O. Box 5788
Portland, OR 97228
INVOICE DATE
11/02/23
INVOICE NUMBER
S011640560.001
PLEASE REMIT PAYMENT TO:
CONSOLIDATED SUPPLY
PO BOX 5788
PORTLAND OR 97228-5788QUESTIONS ON THIS INVOICE
253-848-9337
SHIP TO:
FTS EXCAVATION LLC
12714 151ST ST E
PUYALLUP WA 98374
CUSTOMER NUMBER
390509
CUSTOMER ORDER NUMBER
RENTON
ORDERED BY SALESPERSON
Mac Eder - Puyallup
HOME BRANCH
19
ORDER_WRITER
Mac Eder - Puyallup
SHIP VIA
WCN WC NOW
SHIP DATE
11/02/23
ORDER DATE
11/02/23
SHIP BRANCH
19
DESCRIPTION
14"X26" POLY SAND BAGS (EMPTY)
85876
5'-0" STEEL FENCE T-POST
W/ NO ANCHOR PLATE HANES 76714
48"X100' ORANGE SILT FENCE WITH
WIRE BACKING 43121
PLATT PDTBT4LHLO-13389 CABLE TIE
W/BARB 50/PACK BLACK 14.9" LONG
ITEM NUMBER
995121
48557
1085724
1541960
SHIP QTY
40
20
1
1
U/M
ea
ea
rl
pk
NET UNIT PRC
0.525
5.412
110.654
74.015
NET AMOUNT
21.00
108.24
110.65
74.02
SUBTOTAL
FREIGHT
SALES TAX
AMOUNT
DUE
313.91
0.00
313.91
10/30/2023Jared McDonald, PE
ELEVATIONS SHOWN ON THIS SHEET REPRESENT ANAPPROXIMATION OF SITE CONDITIONS TO BE EXPECTED UPONMOBILIZATION BASED ON AGREEMENT WITH THE PROPERTYOWNER. ACTUAL CONDITIONS MAY VERY.ACCESS TO THE PROJECT SITE SHALL BE THROUGH THE SITEENTRANCE FROM JEFFERSON AVE NE. SECURING ACCESS TOTHE SITE SHALL BE THE RESPONSIBILITY OF THE CITY.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITHAPPLICABLE LOCAL, STATE AND FEDERAL LAWS IN A MANNERTHAT CAUSES NO DISTURBANCE OR DAMAGE TO THE PROJECTSITE. ANY DAMAGE TO PRIVATE PROPERTY SHALL BE REPAIREDBY THE CONTRACTOR AT NO COST TO THE CITY. FWD-021.2.3.
NOTES:
1. CONDITIONS OF USE
6" MIN. OVERLAP
ANCHOR IN 6" x 6" MIN. TRENCH AND
STAPLE AT 12" INTERVALS
BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE
END UNDER 4", AND STAPLE AT 12" INTERVALS
1.1. FOR PERMANENT STABILIZATION OF SLOPES 2H:1V OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF.
1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE, NOT FOR TEMPORARY COVER. HOWEVER, THEY MAY BE USED FOR TEMPORARY APPLICATIONS AS
LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS OF THIS PRODUCT. IF GOOD GROUND CONTACT IS NOT ACHIEVED, RUNOFF CAN CONCENTRATE UNDER THE
PRODUCT, RESULTING IN SIGNIFICANT EROSION.
2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH. EXCELSIOR, WOVEN STRAW, BLANKETS, AND COIR (COCONUT FIBER) BLANKETS MAY BE INSTALLED
WITHOUT MULCH.
2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED, BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS. THE ORGANIC BLANKETS ARE BETTER FOR
SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC MATTER TO THE SOIL, SUBSTANTIALLY IMPROVING THE
SPEED AND SUCCESS OF RE-VEGETATION.
2.4. DO NOT STRETCH BLANKETS/MATTINGS TIGHT -ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES.
2.5. SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT.
2.6. STAPLING PATTERN AS PER MANUFACTURER'S RECOMMENDATION.
2.7. IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSLOPE OF THE BERM.
2.8. FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS.
2.9. LIME, FERTILIZE, AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION.
3. MAINTENANCE STANDARDS
3.1. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND THERE MUST NOT BE EROSION BENEATH THE NET OR BLANKET.
3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
PUBLIC WORKS
DEPARTMENT
SLOPE INSTALLATIONS OF NETS AND
BLANKETS
STD. PLAN -213.20
D:
Public Works Administrator DATE