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ey CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 90 -013
DEPARTMENT OF PUBLIC WORKS
PROJECT: Broadway Avenue Reconstruction Project CONTRACT DATE: 7120/2010
CONTRACTOR: MJM Grand Inc CHANGE ORDER NO: 9
CAPITAL IMPROVEMENT PROJECT NO: 0088
BID NO.: 10.013
DESCRIPTION OF CHANGES
This Change Order provides payment for installation of 55 LF of galvanized railing behind the sidevralk at the SW comer of
Broadway and Flora. See revised Plan Sheet Drawing 21, dated 9 -17 -10 and Seatlie Std Plan NO 442.
I tem No pescrlotion Unit Quantity Unit Price Total
cog 55 LF of Galvanized Railing LS 1 $5,182.16 $5,182.16
Total Amount of this Change Order (Inc]. Tax): $5,182.16
SUBSTANTIAL COMPLETION
Original Date: 10/11/2010 Prior to this Change Order: 10/18/2010 including this Change Order. 10/18/2010
Original Working Days: 50 Working Days Added by this CO: 0 Working Days including this CO: 55.5
CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE:
ORIGINAL TOTAL CONTRACT AMOUNT $ 1,298,320.`-,
................................... ... ... _ ._ ..._.....M ................................ _._. ......... ......
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 60,626.'
TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $ 1 358,946.E
NET THIS CHANGE ORDER $ 5,182.1
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 1,364,128.8
CONTRACTOR ACCEPTANCE:
The contractor hereby accepts this adjustment under the terms of the original contract for all work performed.
RECOMMENDED BY:
APPROVED BY:
DATE: 1 0 — - — /
DATE:
DATE: 10 t,
APPROVED BY: DATE:
City Nana T r
ATTACHMENTS:
ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project File
COPIES TO: PW Project File _ P:PuV dPureha'rcplCO t8r2 CM07
0—o lo- - 1�7
Broadway Avenue Reconstruction Project
CIP 0088
Page 1
Change Order 9 55' Railing with posts at 5 feet o. c.
SW Corner of Flora Rd & Broadway Ave
Activity
Fabrication by Flai
Installation
Ouantitv Unit Rate Sum
STANDARD PLAN NO 442
2'9 EXTRA STRONG REV DATE: 2003
OVER 6' — O'TO 7' - 9'MAX OVER 6' - 0'TO 7' - 9'MAX STEEL PIPE POSTS
2'9 STO STEEL PIPE
6' -0' MAX 6' –O' MAX POSTS
F olD
2 S D STEEL PIPE – WELDED JOINTS GRIPPING HANDRAIL (1'9
STD STEEL PIPE) SEE
SEED L B NOTE 5
-S lypiCAL AT RAIL ENDS
I t z'g S EEL PIPE
1 TYP
i CW – CONC CL 6 3 4)
a•
E TD
REF STD SPEC SEC 8 -14 & 8 -18
D ETAIL �l City a# Seattle NOT TO SCALE STEEL PIPE HANDRAIL
`71
! COLD JOINT WHEN NOT COMPACTED
CONSTRUCTED INTEGRAL SUBGRADE
WITH CW (TYP) g
TYP
SEE DETAIL A ( 2'9 STO STEEL PIPE
POST OR
Zo
S7 EL PPE POST
ONG
HANDRAIL (1'9
PIPE SEE
TOP OF GRIPPING RAIL NOTES•
1 • RAILING SHALL BE HOT DIP
GALVANIZED AFTER FABRICATION � GRIPPING
2. ALL POSTS SHALL BE PLUMB AND ` STD STEEL
i RAILS PARALLEL TO THE GROUND NOTE 5
1 _p• i6 3. PIPE MATERIAL SHALL CONFORM
b� MIN ((( CW WIDTH AS SPECIFIED_ TO ASTM A 53 3/4'9 STD STEEL PIPE
TAIL
9 STD STEEL PIPE
4. REINFORCING STEEL ASTM A 6i5 DE B
1 I
2% GR 60
5. IF THE CONCRETE WALK SLOPE B
°" IS 57 OR GREATER A GRIPPING
' U COMPACTED SUBGRADE HANDRAIL IS REQUIRED �pST OR
6. PIPE DIAAL' METERS SHOWN ARE 4' �9 EXTRA STRONG
•NOMIN DIAMETERS AS GIVEN EN SL PIPE POST
IN AMERICAN INSTITUTE OF STEEL
CONSTRUCTION MANUAL R GRIPPING HANDRAIL (1'9
SECTION A —A STD STEEL PIPE) SEE NOTE 5
9 STD STEEL PIPE
CTION B —B
MOUND FOR DRAINAGE(TYP)
3/4
4 REINFORCING a e 1 SE
BAR AT EACH POST e.. e
SEE DETAIL BELOW 4 c 2'9 STD STEEL PIPE POST OR
STRONG STEEL PIPE POST
4 9 16GA GALV 2'9 EXTRA
a.
STEEL SLEEVE (TYP
4
`
GRIPPING HANDRAIL
a
(1'9 STD STEEL PIPE) SEE NOTE 5
NON – SHRINK GROUT a
c
4 r
e 4 ♦
C
DETAI
2'9 STD STEEL PIPE
POST OR
DETAIL
� 2'9 EXTRA STRONG
_�
STEEL PIPE POST
3' -0'
GRIPPING HANDRAIL
(1'9 STD STEEL PIPE)
SEE NOTE 5
A
(9
RETAINING WALL 'B'
wart pis
--- --- - --- --- -- --- -- ---
A
I a xe —
RETAINING WALLTY
------------
---------------
17020 BROADWAY RIV
RETAINING WALL
no, m
(�D CULVERT HEADWALL
CD9
SLEEVE FOR FENCE
POST ON TOP OF W)
Y
xb
lo S8 e
om
MIX.
Al
LAWN EDGING
FLORA STA 10+70 TO 11+80, LT.
um ro scut
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rAUNFULEYOUM I-M4X
BROADWAYAVENUE;?ECONSTRUCTION DETAIL
MOORETOFLORA
21 OF 29
17020 BROADWAY
- RETAINNO WALL DETAIL
7
SECTION 8 -26 RAILINGS
SECTION 8 -26 RAILINGS
8 -26.1 DESCRIPTION
This work shall consist of constructing. See Standard Plans nos. 442 and 443a.
8 -26.2 MATERIALS
Materials shall meet the requirements of the following Sections:
Galvanized steel pipe railing shall be fabricated from standard weight steel pipe meeting the
requirements of ASTMA 53. After fabrication, the railings shall be hot - dipped galvanized per ASTM A
123. Gripping handrail shall be standard steel pipe meeting the requirements of ASTM A 53 and shall be
1 inch nominal diameter (1.315 inch outside diameter) as specified in the American Institute of Steel
Construction Manual.
8 -26.3 CONSTRUCTION REQUIREMENTS
8- 26.3(1) HANDRAIL
Handrails shall be of welded steel pipe construction, fabricated and installed as indicated on
Standard Plan nos. 440a, 440b, 442, 443a and 443b unless the Contract specifies otherwise. Welds shall
be made by certified welders and each weld shall be ground and buffed to a smooth surface. Rails shall
be hot dip galvanized according to ASTM A 123 after fabrication. if field welds are required, they shall
be coated with a zinc alloy solder to a minimum thickness of 2.0 mils per ASTM A 780. The installed
railing shall be in true alignment, on proper grade, and with posts plumb.
8 -26.4 MEASUREMENT
Handrail of the type specified will be by the linear foot of actual handrail installed measured
along the top of the top rail from end post to end post including the posts.
8 -26.5 PAYMENT
"Handrail, (Type)", per linear foot.
The bid item price for "Handrail, (Type)' of the type specified shall include the costs for the work
required to furnish, fabricate and install the handrail along the stairway or sidewalk.
MJM Grand Inc
PO Box 9277
Spokane, Wa. 99209
Phone (509) 244 -4733 Fax (509) 244 -4725
Project quotation
DATE October 5, 2010
Send To:
Craig Aldworth
Project Engineer
City of Spokane Valley
RE: Steel Pipe Railing at Southwest corner of Broadway and Flora
Description AMOUNT
Broadway Avenue Reconstruction
Supply and install approximately 55 LF of (2) line galvanized rail per plan.
Guardrail $2,300.00
Tax $200.10
21% MJM Markup $525.02
Installation by Flaig Steel $1,640.00
12% MJM Markup $196.80
MJM Superintendent time for coordination of delivery and install. $200.00
Total $5,061.92
FLAIG STEEL & FABRICATING, INC.
1515 E HOLYOKE
SPOKANE, WA 99217 -7524
PHONE 509) 487 0841 " FAX 509) 483 -4854
CONTRACTOR LICENSE NO. FLAIGSFI"JJ
BID FAX TRANSMITTAL
COMPANY. City of Spokane Valley DATE: 1015110
JOB REF: BROADWAYAVENUE GUARDRAIL
ATTENTION: Craig Aldworth
FROM: ROBERT HOSSFELD /BROCK RASMUSSEN
NO. PAGES INCLUDING THIS SHEET. One (1)
NOTE: if you do not receive the correct number of pages please contact our office.
DESCRIPTION: APPROXIMATELY 55 LN/FT OF (2) LINE GALVANIZED RAIL PER PLAN
BASIC BID: $ 2,300.00
TAX.' SALES TAX NOT INCLUDED
F. 0. B.: TRUCK / JOBSITE
EXCLUSIONS: NO 12 -GAUGE OR LIGHTER METAL, INSTALLATION, FINISH PAINT
REMARKS: HOT DIPPED GALVANIZED
TOTAL $
Acceptance of Bid: THE ABOVE PRICES, SPECIFICATIONS AND CONDITIONS ARE HEREBY ACCEPTED. YOU ARE
AUTHORIZED TO DO THE WORK AS SPECIFIED.
ACCEPTANCE SIGNATURE DATE
NOTE: THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED WITHIN 15 DAYS. PRICES SUBJECT TO CHANGE AFTER 15 DAYS.
PAYMENT TERMS: NET 30 DAYS / NO RETAINAGE