#14-6213-03 (DN Higgins) RFP ;14-6213-3
✓ WORK ORDERIPURCHASE ORDER
Contract 14-6213 "Underground Utility Contractors"
Contract Expiration Date:: July 7, 2016
This Work Order is for General Utility Contracting services for work known as:
Project Name: RFQ #14-6213-3 SCRWTP Upgrades to Pigging Station
Project No: 70030.5 >l
The work is specified in the proposal dated August 4, 2014 which is attached hereto and made a part
of this Work Order. In accordance with Terms and Conditions of the Agreement referenced above,
Request for Quotation #14-6213 and Addendum 1, this Work Order/Purchase Order is assigned to:
Douglas N. Higgins, Inc.
Scope of Work: As detailed in the attached proposal and the following:
* Task I Mobilization/Demobilization
* Task I1 Concrete Work(New pads,new supports and removal of supports)
* Task III Backflow Preventer with adjustable Supports
* Task IV Ductile Iron Pipe and Fittings
* Task V 30" Gate Valves
• Task VI Pig Receiver with 6" Plug Valve, 2" ARV and 6"Disconnect
* Task VII Project Allowance
Schedule of Work: Complete work within 210 days from the date of the Notice to Proceed which is
accompanying this Work Order. The Consultant agrees that any Work Order that extends beyond the
expiration date of Agreement # 14-6213 will survive and remain subject to the terms and conditions
of that Agreement until the completion or termination of this Work Order.
Compensation;. In accordance with the Agreement referenced above, the County will compensate the
Firm in accordance with following method(s): ►1 Negotiated Lump Sum (NLS) [Lump Sum Plus
Reimbursable Costs (LS+RC) Time & Material (T&M) (established hourly rate — Schedule A) (1
Cost Plus Fixed Fee (CPFF), (define which method will he used for which tasks) as provided in the
attached proposal.
Task I $ 9,000.00 LS '
Task II $ 29,000.00 LS '
Task III $ 12,000.00 LS -
Task IV $ 110,400.00 LS
Task V $ 72.000.00 LS
Task VI $ 62,000.00 LS "
Task VII $ 4.000.00 T&M
TOTAL FE ✓ $ 298,400.00 LS & 'I'&M
PREPARED BY: t. � • X10 At _Abbott, Project Manager ate
1\\t\ Planning&Project Management Department
Page 1 of 3
RFP 4114-6213-3
_ t 1 I
APPROVED BY: '..
Mark J. Sun1 , '.E., Principal Project Manager Date
Planning& Proje Management.Department(--F APPROVED BY: -Cdt,00 f" I ---
Randy L is, SCRWTP Manager Date
/ i )
APPROVED BY: 5/4,,,L,a4 t /Yi/e7
P • Libby, Water D'' + bution Manager Date
APPROVED BY: /J I CJ I
Steve les n- , • -r Director C ,t at.
APPROVED BY: 1 a f 4/1/
To Chmelik,P.E.,Director Date
Plannliri :• Project Management Department
APPROVED BY: 4_.../ _ 8
Joe B,- .�-• Utilities Operations Support Director ate
APPROVED BY: /. ' : i/ v 1��/ t 9
Sw,,nson l-lall,Procurement Strategist Date
APPROVED BY: _- - 4,-- — .. �.-1 z��� G�J
George Yilmaz,Public Utilities Administrator Date
By the signature below, the Firm (including employees, officers and/or agents) certifies, and hereby
discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or
currently planned interest or activity (financial, contractual, organizational, or otherwise) which
relates to the proposed work; and bear on whether the Firm has a potential conflict have been fully
disclosed.
Additionally, the Firm agrees to notify the Procurement Director, in writing within 48 hours of
learning of any actual or potential conflict of interest that arises during the Work Order and/or project
duration.
ACCEPTED B Y Dou_l, 16 -'•,'. * ,.,
Name& Title of Authorized Company Officer Date
(Remainder of page intentionally left flank)
RFP#14-6213-3
IN WITNESS WHEREOF,the parties hereto, have each,respectively,by an authorized person or
agent,have executed this Work Order on the date and year first written below.
ATTEST: BOARD OF COUNTY COMMISSIONERS
Dwight E. Brock, Clerk of Courts COLLIE'.r COUNTY, FLORIDA
By: _.... f4.' a • BY: i� ..r .
om Henning, Chair,l an
Dated: 1 6"401... / cMci
SEAL '`
Attest as toChairman's Name of Firm: Douglas N. Higgins, Inc.
signature only.
First Witness Si ature
gr 0 S 6‘9-2s a Ge �.i-
'A L\cA R kBB6 7 TType/print signature and titleT
TType/print witness name
Second Witness
Ceer--#1/J
TType/print witness nameT
Approved as to Form d Legality:
X9/ /2
Assisi County Attorney
0spK1'1/
Scott-
Print Name
Page 3 of 3
cot iIiiiriVn'VIIIIIIIIIIIIIIIINIMINIIIIIIIIIIIIIIIIIIIIIIIIINIIIINIK WNW P;;;:,71r7 f-'':',7,7::„,.-.i:''''Y'I.:A
Administative Services Division
Purchasing
REQUEST FOR QUOTATIONS FOR MULTIPLE PROJECTS UNDER
CONTRACTS#14-6213
"Annual Contract for Underground Utilities &General Contractors"
Date: July 1O. 2O14
From: Swainson Ha||, Procurement Strategist
23Q-252-8S35. Telephone Number
239-252-6334, Fax Number
8vvainoonHaU@coUiarAovoet
To: Prospective Vendors
Subject: RFO#14'8213'3-SCRVVTP Upgrades ho Pigging Station($3O0k)
As provided in the referenced contract, the Collier County Purchasing Department is soliciting
quotes for the referenced p 'ect.
RFQ Due Date: 4:00 PM 8/4/14
10:00 AM 7/23/14
Pre-Quote Meeting SCRWTP 3851 City Gate Drive
O&ADe�d|ine� S:0OPK07/2A/14
18D days subutantia|/3O days finaK21D
Number of Days to Final Completion: total
Plans and Specs: Yes
Liquidete ] Damaats: $1,520 per day
Payment &Performance Bonds Yes
Direct Material Purchase No
Your quotation response for this p ject is due no later than the date and time specified above.We
will not accept any quotation responses later than the noted time and date. If your firm is unable to
respond electronically, your quotation must be received in the office of the Purchasing Department at
the above referenced address no later than the time and date specified. We look forward to your
participation in this request for information/quotation process.
Douglas N. Higgins, Inc.
Firm's Complete Legal Name
239-774-3130 --_— _
Tekaph°^;.,~^'""+er/Fax Number
Signature ---
Regional Mgr/Vice President
Title g / u
/
BnyndyBodo{one
Print Name Date /
C: Alicia Abbott, Project Manager
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Ert a l: SwainsonHall@colliergov.net
Telephone: (239)252-8935
Administrative Services Division FAX: (239)252-6334
Purchasing
ADDENDUM#1
Memorandum
Date: July 29, 2014
From: Swainson Hall, Procurement Strategist
To: Potential Proposers
Subject: Addendum#1 —RFQ#14-6213-3—SCRWTP Upgrades to Pigging Station ($300k1
The following clarifications are issued as an addendum identifying the following changes for the
referenced solicitation:
CHANGE:
In the Specifications:
1. Specification No.4 on G-1
Replace paragraph as follows:
"4. Flange adapters or like devices will not be permitted.All below grade piping shall be
restrained mechanical joint and all above grade piping shall be flanged."
2.Specification No. 6 on G-1
Add paragraph as follows:
"For manual gear actuators on gate valves, manual operator input effort to the hand wheel
shall be a maximum of 40 ft-lbs for operating the valve from full open to full close, under
any conditions. Gear actuators shall indicate valve position and have adjustable stops.
Maximum hand wheel size shall be 24-in diameter."
3. Specification No. 7 on G-1
Add paragraph as follows:
"7. Contractor to install a 10-ft wide strip of Grout-Filled Rubble(Bank and Shore
Protection)per FDOT Specification 530-2.2.1 from three feet beyond the pond's edge of
bottom to three feet beyond the drip line of the discharge pipe. Grout must meet the follow
specifications:
a.The grout for the riprap shall be a fine aggregate concrete consisting of a
mixture of Portland cement,fine aggregate, and water proportioned and mixed as
to provide a pumpable slurry. Admixtures and/or pozzolan may be used with the L„,/
approval of the Engineer.
1
b. Portland cement shall conform to ASTM C150,Type I or Type II.
r "
C. Fine aggregate shall conform to ASTM C33, except as to grading.Aggregate
grading shall be reasonably consistent and shall be well graded from the
maximum size which can be conveniently handled with available pumping
equipment.
d.Water for mixing shall be clean and free from adverse amounts of oil, acid, salt,
alkali, organic matter or deleterious substances.
e. Pozzolan, if used, shall conform to ASTM C618, Type N, F, or C
- V
f. Admixtures A water reducer conforming to ASTM C494 to reduce segregation,
increase workability and pumpability, improve strength and increase water
tightness. If an air-entraining agent is used, it shall not exceed seven(7) percent
of the volume of the grout.
g. Materials shall be proportioned to produce a hardened concrete with a
minimum compressive strength of 2,500 psi at 28 days based on specimens
molded and tested in accordance with ASTM C31 and C39."
In the General Notes: 2
1. Note 2 on Sheet G-1
Replace paragraph as follows:
"2. It is the contractor's responsibility to replace any existing landscaping (i.e. sod, bushes,
trees, etc.), sprinkler heads and fencing that may have to be removed or has been
damaged during construction. Contractor to replace or repair any damaged property or
improvements(i.e. berms, grading, etc.)to a condition equal or better than existed prior to
construction."
Design Clarification:
1. Contractor shall be responsible for purchasing all materials,
If you require additional information please post a question on the Online Bidding site or contact me
using the above contact information.
•
c: Alicia Abbott, Project Manager
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