HomeMy WebLinkAboutCORRESPONDENCE - BID - 5773 MASONRY CONTRACTOR ANNUAL (3)05/20/2005 FRI 11:11 FAX 970 221 0586 CITY OF FT COLLINS CLRS
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'02/29/2005 02:16 9702235740
Administrative Services
pprchasing Dlvision
February 19, 2005
Campana Construction Corp.
Masonry Division
5100 Abbey Road
Ft. Collins. CO 80626
Attn: Tony Compana
Re: Bid #5773 Masonry Contractor - Annual
8FJ LISIM0 INC
PAGE 02
The City of Fort Collins has elected to renew Bid 057-13 Masonry Contractor —Annual for the
City of Fort Collins with your firm. The terms and conditions of this renewal will be the some as
stated in the original bid documents and including the following increases,
A. Normal Hours
Journeyman - S3646 Apprentice - $20.09
Journeyman - S41'78 • . Apprerftioe.- $26.12
K the renewal is acceptable to your firm, please sign this latter in the space provided and rshrm
alone with a current copy of your insurance to the -City of -Fort Collins, Purchasing Division,
before March 3, 2005, If delivered, please deliver to 215 North Mason Street, 2n4 Floor, Fort
Collins, CO 80524. If mailed, the mailing addrnas is P.O. Box 580, Fort Collins, Colorado
80522-0580.
If this renewal is not acceptable with your firm, please send us a written notice stating that you
do not wish to renew the bid, ti you have any questions regarding this renewal, please contact
Jim Hume, CPPO, Senior Buyer, at 970-221.6776.
Sincerely,
CKLLa
8. O'1,iii II, CPPC. FNIGP
ctor of Purebaarng and Risk Management
'gn Date
inC
(Please icane your desire to renew Bid 05773 by signing this letter and returning it with a
cutrent copy of Insurance forms to Purchasing Division on or before March 3, 2005.)
2]5 North Mason Street - 2nd Floor' P,O. box 580 - Fort Collins, CO 80573-0%0 - (970) 221-6M - FAX (970) 211-6707
05/20/2005 FRI 11:12 FAX 970 221 6586 CITY OF FT COLLINS CLRS
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EXHIBIT B
compromised during construction without prior consent. The City
Representative In charge of the project must be notified before any
construction materials, or material byproducts, are introduced Into the
surrounding air.
4. Work Order Procedure:
A. All job estimates must be submitted on a unit price basis consistent with
the prices established in the Methods of Award/Bid Schedule section.
e. Contractor wilt invoice for all jobs completed on a unit price basis with the
prices established in the Method of Award/Bid Schedule section, Including
appropriate mark up on materials, if any. Material invoices must be
included with the biting invoices.
C. Work order number must be included on the bluing invoices.
5. aid Schedule
Hourly rates charged for work ordered under this agreement will be:
A. Normal Hours (From A.M. To,5_P.M.)
$ Per Hour (Journeyman) $ao-Per Hour (apprentice, hod
carrier, helper)
B. Overtime Rates:
$Per Hour (Journeyman) $Per Hour (apprentice, hod
carrier, helper)
C. Material Costs:
Maximum material mark-up City will pay =
<$b00.00
$500.007 _ $1YQ
Service Provider mark-up =
<$500.00 %
$500.00> 9/0
Material invoices are to be included with biUing statements.
05/20/2005 FRI 11:12 FAX 970 221 6586 CITY OF FT COLLINS CLRS
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77
-+tT Padr Side 4" exposed aggregate
1 mesa buff colored
{ r hardscape concrete
CURB AND GUTTER CHANNEL
N&V sbewolk
fond gutter
,r
Curb and Gutter
Curb &
NOTES: 1 l YpWAI)
1. Hardecaps concrete shall be constructed of mesa buff colored. exposed aggregate cancnate.
2. Hardscape concrats joint apacing shall match curb and gutterjalnts.
HARDSCAPED MEDIAN DETAIL
Median Width
Q Varies
c
m Moss Rock Splash Block
0 See Notes below.
c
a' 4" Wood Mulch on Weed Barrier Fabric
CL t I
Pavement , 6,r
4" Concrete Base
21" Compacted ,
Subgrade
(typ)
NOTES:
1. Splash block shall consist of moss rock installed on a 4" concrete base.
2.8" -12" moss rock shall be approved by the City and have a 2" nominal thickness.
3. All mortared joints shall be 1/2" thick,
LANDSCAPED MEDIAN DETAIL
MEA
WEST MULBERRY STREET AT JACKSON AVENUE $
gCrE
3.10-05 MEA DETAILS of 8
05/20/2005 FRI 11:12 FAX 970 221 6586 CITY OF FT COLLINS CLRS
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SIGN INSTALLED THROUGH
4" PVC BLOCKOUTS OW)
INSTALL 4" OF WOOD MULCH i5
ON WEED BARRIER FABRIC (TYP)
ADJUST WATER VALVE TO GRADE
/--PT V R
PC 1' R
FL EL 5035.15
PT 25• R I�-
FL EL 5035.18 R 0.50' (r26'
PT 25' R
P5.60' FL EL 5036-28
FL EL 5.
PCVR
FL EL 5035.26
7 PT1'R
PC 300' R
FL EL 5035"30
TRUNCATED DOME PANEL
WET SET (TYP)
v
JPN
* a
PC 1 R PT 300 R
FL EL 5034.74
PTVR '
PC 25' R
FL EL 5034.80
6" • 12" MOSS ROCK. 2" NOMINAL THICKNESS,
INSTALLED AS PER DETAIL SHEET 8 ()YP)
WEST ISLAND DETAIL
CITY OF FORT COLLINS, COLORADO
ENGINEERING DEPARTMENT