HomeMy WebLinkAboutTED4001516(7) Monroe Ave. NE & NE 2nd St' Change Orders
BEGINNING
OF FILE
FILE TME
MONROEnZnJ� NEe
AVEST.
E iV. E .
` C.O. / 1
CITY OF RENTON
P118LIC WORKS DEiARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Monroe Avenue N.E. 8 N.E. 2nd Street Improvements (CAG-058-82)
CO?iiRACTOR Gary Merlins Construction Company
SUMMARY OF PROPOSED CHANGE 1.) Change I tem 01; (48" perf. storm pipe) from 14 ga.
to 12 ga. 194 L.F. @ E5.00/L.F. - $970.00 + $67.00 (7Y sales tax) = E 1,037.90
2.) Change due to conflict with 16" water line.
Install 196 L.F. 16" D.I. Water Line, Cl. 51 (T.J.)
Install 1 EA. 12"xl6" Reducer (MJ x MJ)
Install 1 EA. 12"xl2" Tee (MJ) -
Install 2 EA. 12" Gate Valves (NJ x NJ) with valve chambers
Install 1 EA. 12" L.I. Solid Sleeve (L.P.)
Install 1 EA 16" C.I. Solid Sleeve (L.P.)
LUMP SUM _ $14,250.00 + $997.50 (7% Sales Tax) $15,247.50
3.) Deductive Alternate: Salvage aoprix. 200 L.F. - 16" D.I. water line and
appertenances: LUMP SUM - E 1,000.00
4.) Install 853 L.F. Filter Fabric (propex 2002 or equal) per detail on plans
@ 2.50 per L.F. = S 2,132.50
5.) Delete Item 1 - Schedule "D" - E 6,000.00
NET CHANGE TO CONTRACT = $13,417.90
All work, materials and measurements to be in accordance with the provisions of the
Standard Specifications and special Provisions for the type of construction involved.
L ERrC7F7T�At� -CM N
MODNT AMGONT
A THIS ORDER TOTAL AFTER CHANGE
73'
55,552.70 ! S355,552.7`0 $13,417.90 $368 970.60
SIGNATURES: CONTRACTOR i'Y� _ DATE \ 0 -26_ 1B
PROJECT ENGINEER A DATE /O-L`f Z
APPROVED BY 4 (i � _
DATE
ub Works Director)
C.O. / 1
PUBLICTY OF RENTON 1—
CONTRACT CONTRACT CHANGE WORKS
GOCEMENT
Monroe Aven
CONTRACTOR be N.E. and N.E. 2
�6ar Merl --__� nd Street
SUMMARY OF PROPOSE 1no Constr�[on ComDan
It D Ch.viGE y
em /2 (Change due
The I to conflict with 16"
SUM Price shall be c aterline�
fncludin ��_ Plite c
9 trenching_ba�kf compensation for labor, equipment,
connecitor, to tapP�ng. blocking, material
exist in cking, shackling s•
Pavement 9 lines and ail g• testing, t
-�_ restoration shall incidental costs nece �Po"ar- ---„'offs,
item —�—__ be paid_ the appropriate bid isl t or complete sta, )_ l_atfon.
/3 (SalvaS.
9e existing
The lw" 76" D.I, wa
1' pus a shall be cph terlire)
inti°g removing --ere comp
Lion
City Shop g and salvaging the -for all labor e
P> backfillin9 trench --tin9 i6" wale"-ine quipa�,nt and materials,
ing line and — ;.compaction, and deliveri-�
-t� blocking and sha disconnection fromg same to the
the=PPropria to bid ck,1p9 as required, existing line,
�tem�. Pavement restoration shall be Paid by ist_
All work material,
Standard Specifications measurements to be in
and Special Provi,fons aforrthe ctYPeth the Provisions
ArDUNT I Of constructi of the
nl
AMOUN on fvOved.
THIS ORDER I
�D
SIGNATURES: CONTRACTORI TOTAL AFTER—_` CHANG�
PRO„ECT ENGINEER
APiROvEO BY DATE
ub c DATE 1~"'
or s 0 rector DATE
_Z�
C.O. I_ 2
i
j CITY OF RENTON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Monroe Avenue N.E. 8 Y.E._ 2nd Street Improvements (CAG-058-82)
CONTRACTOR Gary Merlino Construction Company
SUMMARY OF PROPOSED CHANGE Additional work requested by King County in con,)unciton
with King County Courthouse.
1.) Install approximately 320 L.F. of extruded cement concrete curb per
standard plan N6A @ $3.00 per L.F. = b 960.00
2.) Install approximately 20 tons of incidental asphal ,f driveways at
bid Brice of $38.00 per ton = S 760.00
TOTAL C.O.N2 = $1,720.00
All work, materials and measurements to be in accordance with the previsions of the
Standard Specifications and Special Provisions for the type of construction involved.
UNT
HIS ORDER
AMOUNT I $368 970.60 I T$1,720.00 I T0$370 90.60 AFTER HANGE
$355,552.10
SIGNATURES: CONTRACTOR DATE e)- 18. 8 Z
PROJECT ENGINEER _ DATE A0 -Z4- *x.
APPROVED BY _
�C�Or s Director DATE /o --18- F1
C.O. 3
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Monroe Ave. N.E. a N n e lip r (CAG-058-82)
CONTRACTOR Gary Merlin Construction Co
SUMMARY OF PROPOSED CHANGE
I. Lower existing 16" waterline from Ste 2+75r So Sts. S+nn+ to obtain 3'
m i.,Hmn, c ver Lump aum price of $1 800 shall be full compensation for all labor,
material and equipment required to lower water line, including but not limited to
trench inR. backf illinG sad test Sng inaccordence with the standard specifications.
2. Reconstruct existing sanitary manhole - L.S. - $100.
3. Furnish and install 2 ea std. monume t, came and cover at S200/ea. $400.
TOTAL CHANCE ORDER 43 $2,300.00
All work, materials and measurements to be in Accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction involved.
C—COATAA —20RA1�c�NT>fAcl--�ST1THIS RETtN7�ti —R
AMOUNT I AMOUNT THIS ORDER TOTAL AFTER CHANGE
355,552.70 370.690.60 :,300.00 372,990.60
i
SIGNATURES: CONTRACTOR GATE 12 /(e- 8 2.
PROJECT ENGINEER
DATE /2J/S&Z—
APPROVED BY �j„1�.� n DATE /2 /S 11
T - Pub c KS Director
ttt
C.O. / 4
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Monroe Ave. N.E. 8 N.E. 2nd Street Improvements (CAG-058-82)
CONTRACTOR _Gam Merlino Construction Company
SUMMARY OF PROPOSED CHANGE Additional work required to improve curb return at S.W. corner
of N.E. 4th Street and Monroe Avenue N.E.
The lump sum price of $2,500 shall be full compensation for all lab material and equipment
necessary tj complete the work as shown on the plans to include but not limited to excavation
removal of existing curb and gutter and wheelchair ramp, sawcutting pavement, relocation of
King County Sign, construction of curb, gutter, sidewalk, wheelchair ramp, repaving the
intersection as required with not less than 3" of Class B asphalt concrete, pavwnent
sealing, adjusting utilityboxes to grade and cleanup. '
All work, materials and measurements to be in accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction, involved.
CONTRACTTUPIAM CHANGECONTRACT
AMOUNT AMOE3UN90.60 I T IS ORDER I TOTAL AFTER AFTER CHANGE
$355,552.70
SIGNATURES: CONTRACTO DATE 3�/i�83
PROJECT ENGINEER DATE /¢18 3
APPROVED BY — ,�,,,//� DATE
—7— trublYc Works bfrector)
OF RFC
A
PUBLIC WORKS DEPARTMENT
moo U 2
_ DESIGN/UTILITY ENGINEERING 0 235-2631
0d MUHICIr1l BUILDING 200 MILL AVE.SO, REMTON,MASH 9EBBi
9 a
P
1rfD SEetb`�
BARBARA Y. SHINPOCH November 1, 1982
MAYOR
Mr. Gary Merlino
Gary Merlin Construction Company
9125 loth Avenue South
Seattle WA 98108
Subject: Monroe Ave. N.E. 6 N.F. 2nd St. Imrrovements
Change Orders Nos, 1 8 7, Revised Plans
Dear Gary:
Enclosed for your files is an approved copy of change orders Nos. 1 and 2.
Also enclosed is a copy of revised plan sheets Nos. 4, 5, and 7 of the
contract drawings.
To avoid any misunderstanding the supplement page to change order No. 1
is as follows:
ITEM N2 (Change due to conflict with 16" waterline)
The lumps sun price shall be -omplete compensation for labor, equipment,
materials, including trenching, backfill, tapping, blocking, shackling,
testing, temporary blowoffs, connection to existing lines and all inci-
dental costs necessary for complete installation. Pavement restoration
shall be paid by the appropriate bid items.
ITEM 43 (Salvage existing 16" D.I. waterline)
The lump sum price shall be complete compensation for all labor, equipment
and materials, including removing and salvaging the existing 16" waterline,
16" butterfly valve and vault and delivering same to the City Shop, back-
fill and compaction, disconnection from existing line, installing 12" C.I.
Plug. blocking and shackling as required. Pavement restoration shall be
paid by the appropriate bid items.
Should you have any questions, please call me at the number listed above.
Very truly yours,
Robert L. Bray
Project Engineer
:ckd
Enclosures
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• PROPEX ENGINEERING FABRICS TEXTILES FOP GEOTECHNIQUES �
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came.`rise"w�n++• ~ + t..,:.u6 Triftpf,„•'I"Ip, �`v�OW"W Q
Pbeat an.rroraawtlpaysfprw�a•lawo.�a,tinmenYale Engineerin Protill w�a�r .nar•� ,t,a��„Ma�,►,rl,.,+. 9 uric i Or Asphalt Overlay
ProRmc ��omparly
Piamg• enp•„�rawM "alliffe twit"°sa^ baae �p� eraomPanwaY AmoPave adds Years to the hfe requirements, It saves Installation
`mpesources.Niter UNS > a Aaa �ap� $ of streets, highways, parking lots time by conforming smoothly to
bwgdsaorarod. TOM542963 port runways by helping surfaces with minimal wrinkling
�weaa � "f1 '� t Cut, n+e eliminate the most common causes and shrinkage. Its unique needle
search for rtew horizons rot b O1N pWo,ng of asphalt pavement failures.+ punched design readily absorbs
tack I!I AmoPave nonwoven fabric greatly anent, uniforat mnmoi moisture form a bar er.
A SUCOESS STORY reduces Amoco Fabrics Company is the worlds largest manutarturer pf pavement maintenance
po'Yponappir hbars.yams and f?Oncs for industna'and con.
situation
° t aGP�nadons.Arn000s success story of unprecedented
amogbon has established n as the leadef,n the 6�{POIYoleRn field. BEFORE Fm :':� AFTER
vVen Dead LSEMWEIN THE F110a
Lash matrons of dollars in latKNatc apatie5 for
rig,research,and development of product, vs myestment
has been made in prier to serve our Customers with products of �—
the highest tested Parfutrhahce standard,,and Offer advanced tochn¢al backup se-vice m the hero
TUNUM"EDCUMMILMESANDSOWICE
The adyanlages of belonging to the Amocp lamely,are diver-sifted and many AMOCO Pabncs has a
raw malenalS.a thorough calenOnWesuexpar _
9 and suphishcaletl onyoiny expan5wr,
programd resettle.
-'h"Morove products and Customer,r OCRs.and a reSearCi and development program to meet the
needs or new industrial and Construction applications Amoco
Fabrics otters unamned capabilities.unexcelled seance arw highly Compehl"prices
•4st'^aq I".",;ay Retards repetitive
�Q���� Amw.p�tetards
/�'�Y Ov '�LAy •'w,Vave Faun, cracks m old pavement
pO ' "all Tack Coal from resurfacing
AmOPOve fabric adds Years to"the of Street,. RAILROAD STABILIZATION 1'n9hways. parking lots,and airport runways- Engineene-1 fabric;for iadtx�(L spurs frogs and Uid Pavement Provides w4lett ea
/��/�a� ,ad crossings ck Cra Filled with bo IN
VOyYNp ��• •�1a _ Bhummous Martin, AmoPave help,insure
TM SILT FENCE " " Pavement stabilRy by
Engineering tabncs for-oadviays- aClx haul. ano �.l�.uty �p Ar minim,nng surface
permenrxtt.Truck and rad terminal loading areas.parking SEDIMENT CONTROL Gravel Base water penetiat.on
lots.and other IUBd bearing areas ProPex Sol STOP Ls a wmpletW set!sit into the subgrad,.
y penning sot fOnce fabric requiru,g Only4rar•••e•
�NA� Pests to construct.
p� _� PNIN"M alle
tngmeenmg fabrics for hghway and railroad slwwkter EMBANKNIENT� ° Subsoil AmoPave increases
and Wankel drains,and for c —= _---- the fatigue life of
budding foundation,and
air leneralts,lanuctmn, MYtawa __ --Q new pavement
and farm field drams tort runways.IandsuaWng. OON� NIL
Engineering tabu fp over banks,ponds.and
lakes.for railroad and highway embankments: for
Construcpan Srle,
2 Per!nrmanoe Properties and specd¢abons on pages 10 and 11
_._..... - ._. .. -..... _ 3
PR Mh NO)
Ground Stabization Fabrics
ProPex 2002 Is a strong,high modulus(low
stretch)fabric designed specifically for use
in load bearing soil stabilization applications
such as paved and unpaved roadways,parkin —
'oh matenal and equipment loading and g
1'.n age areas etc
Load bearing systems such as those
mentioned are subject to rapid
deterioration when constructed on
soils that are or could be weakened
by retained moisture. The use of
ProPex 2002 Ground Stabilization
Fabric:
• Reduces aggregate depths re- L
quired to stabilize unpaved roads
and areal.30%-400/0, 'ProPex 2002 Confines the aggregate by
• Significantly increases the 1, -king the bottom of the aggregate layer
life of both ved and un in �the fabric,allowing the ggregate to
Pa Pa Ved act and react somewhat like a flexible stab —
structures.
• Reduces costly maintenance -
repair and upkeep.
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ProPex 2002 Distributes the wheel load
over a large area.The high strength and
'ProPex 2002 Separates aggregate from modulus of ProPex 2002 insures ghat some
weak soils,preventing the loss of costly of the wheel load is carried as tension in
aggregate the fabric.
naval
Performance properties and specifications on
pages 10 and 11
4
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Ground StabWwation Fabrics
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CBR VALUES
A C
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RULE OF THUMB-FIELD ESTIMATING SCAL.
A Very soft faualy penetrated several inches by fist
R Soft easily penebated several inches by thumb
C Medlum can be penetrated by thumb with moderate pressure
D Shff can be indented by thumb but only penetrated with great effort
Performance properties and specdmatrons on pages 10 and it
5
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PRODMI& (_Al"A
SW Filtration Fabric
ProPex 4545 is a highly permeable insure higher quality drains that
nonwoven fabric designed spec- can be constructed at much lover
ifically for use as a soil filtering costs. Drains that last longer!
media for subsurface drainage
systems such as French Drains, Installation of ProPex 4545
Blanket Drains, etc. is simple and straightforward.
Effective drainage protection is
Good subsurface drainage is critical insured as long as the drainage
in maintaining stable soil conditions stone is completely encapsulated by
necessary in highways and streets, ProPex 4545 Soil Filtration Fabric
parking lots, airport runways,
building foundations. embank-
ments, or virtually any earthen
structure susceptible to saturation
from water buildup.
Properly designed subsurface
drainage systems protected by
ProPex 4545 Soil Filtration Fabric
ExrnqM: French Drain Construction
FABRIC LAPPED CLOSED a
SOL PLACED "O GRADE
FABRIC ROLLED IN PLACE
STONE ADDED
d
TRENCH IS EXCAVATED
0
Perhrmance properties and speoficaoons on pages 10&,,d 11
6
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ProPex 4553 and 4557 are strong, •
highly permeable nonwoven RA
fabrics, designed specifically E „
for railroad use.
ProPex Railroad Fabrics are a cost i*
effective means for improving the —►
load bearing capacity of the ballast
and insuring the structural integrity
of the track geometry. Sawation
ProPox Faaroad Fabnc provafes a separabon barber
Independent tests performed by preventing the bss of ostly,track ballast
a leading university qualitatively
demonstrated the effectiveness of t\Vll
ProNx In a laboratory prototype.
Simulating railroad loading
conditions the use of ProPex
nonwoven engineering fabric: _.
1. reduced rail deformation 30%:
2. provided an effective separation e.
barrier, thus preventing the loss
of ballast:
3. induc9d elastic beam behavior I y4.
of the ballast. i ii (�'�.►
Water Transport ,
y rL ProPex portend Faley heapsrom heIt*subWoadite rlty
LpaO by transporting water away from the roadbed
ProPex 4553 is specially designed
for use under main lime trackage
both new and reconstruction.
"E Prol"ex 4557 Is uniquely designed
for use under switches, turnouts,
- L grade crossings,and main line trace:
' - subjected to prior bearing subsoils.
The use of ProPex:
• Extends the service life of the
Reinforcemerat track system.
PnoPer Hakcad Fabne dntnbutes the wheal bad over • Reduces track maintenance costs
a larger area In addition.ProPe.prowdes lateral
restrmnt.albwmg the ballast to act as an elastic beam Performance prowrhes and specthcahons on
7 pages 10 and 11
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ProPex SIR Stop Is a completely self 5.Stretch Silt Stop tautly to next post
supporting silt fence fabric requiring 6.Pull attachment bett out about 2"twist into
only posts to construct a complete. a loop.and slip over the post insuring that
highly efficient. long lasting s!!1 fen(r- bottom gauge hne is at ground level
PR N'.MM+ iL Ob IM
Special unique interwoven features
of Silt Stop include:
• Post attachment BELT that provides
quick and easy support post spacing
as needed.
• BELLY BAND for extra strength at the
area of greatest stress.
• DEPTH GAUGE that Insures adequate toe in of thin silt fence
High silt retention efficiency with 7.pepeet step 6 at each post.
minimum bacl+ press- a buildup 8.Shp the last post in pocket of Silt Stop— _
pull tautly--drive the post in the ground
Treated l u ensure protection against 9.Drape bottom 6'of Silt Slop(below red gauge
sunlight degradation. hr e)in trench,back fill with sud and compact.
Easy Installation J
1.Dog a 14"w, "ench along the intended
fence line y�1
2.Except for the end post,dnve all posts
into the ground at back side of trench at
recommended installation spacing-
3.Lay out Silt Stop w the uphill side along the
fence line
4.Shp pocket in end of Sill Stop over the first
post insuring that bottom reel gauge line is
at ground level
Pxp«E.
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Lav bottom 6 of fabnc Ired gauge line)on
ground and back tit over fabric Performance on. e,tn,and specifications on
..«. .....;...m.Y,+ pages 10 and I
8
lot �G��� 101
Embankment/Erosion Control Fabrier
_ Amoco Fabrics Company produces The determination of which ProPex
a complete line of erosion control EmbankmenlIErmon Ccntrol Fabnc is —
dppropriate for a particular application should
fabrics to insure the most cost be made by a qualified eng neer based on
effective solution to the engineers relevant lob site intormatwn such as soil type.
embankment/erosion control enibankment slope,stream velocity etc -
problems.
ProPex 1199 -
Designed to meet the exacting
requirements of the original U.S.
Army Corp of Engineers' specifica-
tions first issued in the mid 1450's.
ProPex 1325
Designed to meet the performance
requirements of the more recent Riprap,tone revetment
U.S. Army Corp of Engineers'
guideline specification CW-02215.
Used extensively on the most
ambitious Corp of Engineers'
project of this decade—the
Tennessee Tombigbee Waterway.
ProPex 2W6
Designed to meet all major PROM
requirements of specification i�mn �d a�a
CW-02215. Provides the most cost Channel erosion protection
effective solution to embankment/ --
erosion problems.
li,s always best to speofv a bedding blanket �-
of sand or crushed stone directly over ProPex
Embankittem/Ermton Control Fabrics.This
insures equal pressure on the fabric and
prevents r pssibie cavitamn between the i
fabric and sod.
Pail Jrr aeperlieS anA SpeCi1;'djp PROM
pap ne On I .
er lo 10 ann pr
d I1 Bulkhead erosion protection
•
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Amoco OWN Engbwenng ftbr%s
General Inffonnadoe
Amoco Fabrics Company is proud Amoco's product development
of its continuous strides in the combined with the most modern
development of .ivil engineering woven and nonwoven manufac-
fabrics to meet the demands of turing processes and backed b� a
construction engineers for specific distribution network that spans
jobs.The result of this product the continental United States
development is the most complete assures you timely delivery of the
line of high performance fabrics highest quality civil engineering
available in today's market. fabrics. With pertinent site
information, our specifications will
Our commitment to the industry aid the engineer in easily matching
goes even further. We test and his application needs with a specific
retest, perfecting our fabrics to Amoco fabric.
match or exceed all application per-
formance requirements. This has Compare Amoco fabrics'properties
included developing ways to treat (on following page) with the
our geotextiles for improved resis- requirements of civil engineering
tance to degrac'ation caused by applications shows i below. Amoco
sunlight and chemical exposure. will meet your highest expectations
for performance and reliability.
Properties For Fabrics For
Maximum Performance Maximum Performance
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Amoco Fabrics Company
5501merstato Nonh PatkweY
sane 150
Atlwta.G",qw 30099
Telephone 404,955-0935
Te1eB 54�2963
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Amoco engineering fabrics
for asphalt overlay, ground stabilization,
drainage, railroad stabilization,
silt fence sediment control
and embankment/erosion control
are available throughout the world.
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