HomeMy WebLinkAboutWORK ORDER - PURCHASE ORDER - 9150715WORK ORDER
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
Connell Resources, Inc.
DATED: 1/16/2015
Work Order Number:
q /5'?7/ '
Purchase Order Number.
Project Title: Arapaho Bend Concrete Drive Approach —RCP Culvert
Original Bid/RFP Project Number & Name:
Commencement Date: 1/26/15
Completion Date: 3/3)/16
Maximum Fee: (time and reimbursable direct costs): $18,418.00
Project Description: Replace old culvert with new 36" RCP Culvert along Strauss Cabin Road at the
drive into the future parking lot east of Mariah Lane.
Scope of Services: See attached Quote.
Professional agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and'in the Professional Services
Agreement between the parties. In the event of a
conflict between' or ambiguity in the terms of the
Professional Services Agreement and this work
order (including the attached forms) the
Professional Services Agreement shall control.
The attached forms consisting of 2 (two) pages
are hereby accepted and incorporated herein, by
this reference, and Notice to Proceed is hereby
given.
Professional
Date: ►11 co �� .
City of Fort ColliiRns,
By: a C l� t o U \ti a✓1 �O `� r
Prqj6cf Manager
Date: ) 20 J
By:
Gerry Paul
Director of Purchasing and Risk Management
(over $60,000.00)
Date:
Connell Resources, Inc,
7785 Highland Meadows Pkwy, #100
Fort Collins, CO 80528
Phone: (970) 223-3151
Fax: (970)223-3191
Estimator: Roland Tremble
QUOTATION
Date:
1/16/2015
Submitted To: City Of Fort Collins - Natural Resources
Bid Title Arapahoe Bend Concrete Drive
Approach
Address: Fort Collins, CO
Bid Number:
Project Location: Arapahoe
Bend Natural Area
Contact: Ryan Kogut
Project City, State: Fort Collins, CO
Phone: 970-416-2206 Fax: 970-416-2211
Engineer/Architect:
Item # Item Description -
Estimated Quantity Unit
Unit Price
Total Price
00-100 Mobilization
1,00 EACH
$3,000.00
$3,000.00
00-175 Pothole Existing Utilities
4.00 HR
$186.00
$744.00
00-180 Surveying If Required
1.00 LS
$834.00
$834.00
02-149 36' RCP Storm Drain
56.00 LF
$145.00
$8,120.00
02-150 36" RCP FES
2,00 EACH
$1,650.00
$3,300.00
22-230 Remove Existing Structure
1.00 EACH
$1,880.00
$1,880.00
29-114 Erosion Log (9" Diameter)
20.00 LF
$27.00
$540.00
Total Bid Price
$18,418.00
Notes:
• Pricing is based upon plans entitled "arapahoe bend natural area improvements concrete driveway entrance" dated 12/19/14, Sheet 1 of 1
and Geotechnical Engineering report was not provided
• The following are excluded from this proposal: Engineering; Drainage facility certification; Warrantee period in excess of one year; Street cleaning
for work performed by others; Permits: including but not limited to, city building, development construction, construction dewaterng, wastewater
discharge, storm water discharge (NPDES), air quality, etc.; Fees, including but not limited to, for developement, inspection, utility connection,
meters, etc.; Dewatering; Erosion control devices for others; quality control or acceptance testing; prairie dog removal, relocation, or extermination;
landscaping, seeding, or revegetation.
• Pavement Drainage less than 1.5% designed or obtainable fall will not be guaranteed.
• Material prices for pipeline Items are guaranteed for a period of 30 days from the date shown on the top of this quote. After 30 days the material
prices may change the unit prices quoted.
• Please provide a minimum of 4 weeks advanced notification of work requests to allow for scheduling the work. No work will be completed without
a signed Contract Agreement.
• Frost removal or winter protection is not included. If requested, it will be billed either on a time and material basis or a lump sum amount that is
mutually agreed apon.
• Environmental site assesment / mitigation of hazardous or contaminated materials is excluded. Treatment or testing for contaminated groudwater
is specifically excluded.
• Estimate assumes that all fill material required would be available onsite.
Estimate includes county flight of way permit
CONDITIONS AND AGREEMENTS • �,5
LW ITIIDRAW AL OF QUOTATION: This quotation may be withdrawn or modified by Connell Resources, lite. ("Connell") if not accepted by the named sponsor (the "Sponsor) within
thirty (30) days from date of issue.
2YERFORNIA NCE: Delivery of materials and performance of services herein quoted are subject to delays occasioned by circumstances beyond Connell's control. Completion date is
subjml to weather conditions, mechanical failures, labor difficulties, 6rel or material shortages, Fire, govemment authority or regulation, acts of Gad, enginee ; changes, contractors not
included in this Agmemen or any muse beyond Connell's control.
3,SPONSOR'S RESPONSIBI LITIES: This quotation does net includeany charges for lapping fees unless noted. Sponsor to famish all easements and adnt alewnrkingrightofways.
Sponsor wil I pay al I costs of design otgincamig mid inspections and quality control testing.
4.5011, MECHANICS AND UNDERGROUND CONDITIONS: During excavation, ifmaterial isencountered that a I -1/, yard backhoe cannot remove for utility installation or a DR
tractor cannot rip for grading work, a price adjustment may be necessary. If blasting (or other approved method) becomes necessary, this work will be done as an additional cast on a time
and material basis or a negotiated lump sum basis. Also, if unstable subgrade conditions arc encountered, these conditions shall be the criteria for change order negotiations between Sponsor
and Connell.
S.DESIGNAND ENGINEERING SERVICES Sponsor acknowledges that Connell is tat providing professional design or engineering services. Sponsor is solely responsible for
performing, or retaining qualified professionals to perfamn, all sera services, at their cost. Connell shall not be liable for any damages resulting from design or cnShrBering services
performed by sponsor, spotsor's agents or third parties.
6.EXTRA WORK: Upon written notice from Connell to the sponsor,sponsor's agent or employee that extra work not specifically included in the gaotmion is necessary to complete the
work described, the parties shall negotiate a written, signed agreement for the extra work within three (3) working days of the dale of such notice. If such written agreement is not reached
within three (3) working days and Cornell has not otherwise received from the sponsor any written authorization for the extra work, then Correll may in its sole absolntc discretion proceed
with extra work if Connell considers it necessary. Ascompemsation for the extra work, the sponsor shall pay Connell on a time -and material basis for all costs related to such work unless the
panics agree in writing on another method of compensation.
7.QUANTITY DETERMINATION AND BILLINGS: For any unit price quotation, the gUatuilies shall be verified by in -field mmsitimment alter construction, and cite total price to be paid
by sponsor will be calculated by multiplying the verified quantities times the unit prices for such quantities. This quotation shall be Considered a unit price quotation unless It Is Specifically
designated as a lu np-stun quotation.
S.PAN'AIENT TERMS: The smamar agrees to pay Connell the full quoted prim with any adjusu gals, pxovided for wife work herein specified. Invoices or progress payments will be due on
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