Solicitation 75H70320B00001 8.8.2020.pdf
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75H70320B00001
SOLICITATION, OFFER AND AWARD
4. TYPE OF SOLICITATION2. CONTRACT NUMBER 3. SOLICITATION NUMBER
7. ISSUED BY CODE 8. ADDRESS OFFER TO (If other than Item 7)
ORDER UNDER DPAS (15 CFR 700)
6. REQUISITION/PURCHASE NUMBER
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
NEGOTIATED (RFP)
SEALED BID (IFB)
5. DATE ISSUED
1. THIS CONTRACT IS A RATED RATING PAGE OF PAGES
1 171
C. E-MAIL ADDRESS
EXT.NUMBERAREA CODE
B. TELEPHONE (NO COLLECT CALLS)A. NAME
10. FOR
INFORMATION
CALL:
CAUTION: LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and conditions contained in this solicitation.
(Date)(Hour) local timeuntildepository located in copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if hand carried, in the
SOLICITATION
9. Sealed offers in original and
PART IV - REPRESENTATIONS AND INSTRUCTIONS
OTHER STATEMENTS OF OFFERORS
EVALUATION FACTORS FOR AWARD
INSTRS., CONDS., AND NOTICES TO OFFERORS
REPRESENTATIONS, CERTIFICATIONS AND
LIST OF ATTACHMENTS
CONTRACT CLAUSES
PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACH.
I
J
K
L
M SPECIAL CONTRACT REQUIREMENTS
CONTRACT ADMINISTRATION DATA
DELIVERIES OR PERFORMANCE
INSPECTION AND ACCEPTANCE
PACKAGING AND MARKING
DESCRIPTION/SPECS./WORK STATEMENT
SUPPLIES OR SERVICES AND PRICES/COSTS
SOLICITATION/CONTRACT FORM
PART II - CONTRACT CLAUSESPART I - THE SCHEDULE
H
G
F
E
D
C
B
A
SEC. DESCRIPTION PAGE(S) (X) DESCRIPTION SEC. (X)
11. TABLE OF CONTENTS
18. OFFER DATE17. SIGNATURE
SUCH ADDRESS IN SCHEDULE.
IS DIFFERENT FROM ABOVE - ENTER
15C. CHECK IF REMITTANCE ADDRESS
EXT.NUMBERAREA CODE
15B. TELEPHONE NUMBER
(Type or print)AND
ADDRESS
OF
OFFEROR
CODE FACILITY
16. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER15A. NAME
DATEAMENDMENT NO.DATEAMENDMENT NO.
and related documents numbered and dated):
amendments to the SOLICITATION for offerors
(The offeror acknowledges receipt of
14. ACKNOWLEDGEMENT OF AMENDMENTS
CALENDAR DAYS (%)30 CALENDAR DAYS (%)20 CALENDAR DAYS (%)10 CALENDAR DAYS (%)
(See Section I, Clause No. 52.232.8)
13. DISCOUNT FOR PROMPT PAYMENT
designated point(s), within the time specified in the schedule.
by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the
NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.
OFFER (Must be fully completed by offeror)
IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.
28. AWARD DATE
(Signature of Contracting Officer)
27. UNITED STATES OF AMERICA
25. PAYMENT WILL BE MADE BY
26. NAME OF CONTRACTING OFFICER (Type or print)
CODE 24. ADMINISTERED BY (If other than Item 7)
ITEM
(4 copies unless otherwise specified)
23. SUBMIT INVOICES TO ADDRESS SHOWN IN
41 U.S.C. 253 (c) ( 10 U.S.C. 2304 (c) (
22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:
21. ACCOUNTING AND APPROPRIATION20. AMOUNT19. ACCEPTED AS TO ITEMS NUMBERED
AWARD (To be completed by government)
CODE
08/08/2020X
California Office of the Director John E Moss Federal Bldg 650 Capitol Mall, Suite 7-100 Sacramento CA 95814
1700 PS 09/08/2020
WESLEY A SIMMONS
WESLEY.SIMMONS@IHS.GOV
X
X
X
X
X
X
X
X
X
X
X
X
X
PAGE(S)
AUTHORIZED FOR LOCAL REPRODUCTION
Previous edition is unusable
STANDARD FORM 33 (Rev. 9-97)
Prescribed by GSA - FAR (48 CFR) 53.214(c)
1-4 5-6
7-15 17-19 20-113 114-122 123-124
125-143
144-153
154-165
167-171
12. In compliance with the above, the undersigned agrees, if this offer is accepted within _____0_________ calendar days (60 calendar days unless a different period is inserted
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 171
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
75H70320B00001
(A) (B) (C) (D) (E) (F)
The Indian Health Service, California Area Office has an upcoming requirement for a construction contract.
The Indian Health Service, California Area Office has an upcoming requirement for a construction contract. The awarded contractor must provide all labor, materials, equipment, and supervision to construct a complete wastewater improvements for a sewer lift station at the Grindstone Indian
Rancheria (Tribe). Grindstone Indian Rancheria's lift station lacks a permanent backup power source, rendering it vulnerable to sewage overflows in the event of a commercial power outage. Additionally, the sewage pumps are in poor condition and the variable frequency drive motor controllers are undersized. The contract shall include a construction of backup power facilities and upgrades for an existing sewer lift station on the Grindstone Indian Rancheria.
The work includes the following:
1. Removal of two existing sewage pumps and installation of two new 5-horsepower sewage pumps.
(Old pumps should be returned to the Tribe.)
2. Replacement of two existing 7.5-horsepower variable frequency drives (VFD's) with two new 10-horsepower VFD's for sewage pumps listed above.
3. Installation of 15 amp duplex GFCI receptacle within control panel and replacement of in-ground electrical junction box near control panel.
4. Installation of 250-gallon propane storage tank, pipe bollards and high pressure fuel line with primary and secondary regulators from propane tank to generator location.
5. Installation of 25 kilowatt (kW) propane generator, including concrete pad, automatic transfer switch, all wiring and propane gas connections.
6. Programming, troubleshooting, repair, testing and startup of sewage pump lift station.
7. Minimum eight (8) hours of training for up to four individuals on all aspects of lift station operation and maintenance, including backup power system.
8. Establish a 5-year maintenance and service agreement for the generator. This requirement item will be separately priced and is not in the magnitude of discloser. These service line items will be in the construction contract but will be separately priced firm-fixed-priced line items.
Continued ...
OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
NSN 7540-01-152-8067
3 171
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
75H70320B00001
(A) (B) (C) (D) (E) (F)
This work will be completed per the terms of the
Memorandums of Agreement for Projects CA 05-L62 and CA 19-E75 between the IHS and the Tribe. This will be a firm fixed priced construction contract procured using the sealed bid solicitation process.
This acquisition is proceeding as an
Invitation-for-Bid (IFB). This IFB is set-aside for small business entities. All responsible small business entities may submit a bid. This acquisition is being solicited as a Stand Alone, Construction Contract procurement IAW with FAR
Part 14 Sealed Bids and FAR Part 36 Construction and A/E Contracts. The period of performance is
120 days for substantial completion, facilities installed and functioning properly.
In accordance with FAR 36.204 Disclosure of the magnitude of construction projects, the estimated cost range for this procurement is between
$100,000 and $250,000 for the Base construction contract only. The annual service agreement shall be determined separately for cost.
This acquisition is being solicited with a total of 150 days for full contract completion to include minor punchlist items, operator training.
The contractor must possess the following qualifications required for any Contractor working on this contract and copies of license's shall be required to be submitted with Bid:
-Contractor shall possess a California Type A
General Engineering Contractor license
-Contractor shall possess a California Type C-10
Electrical Contractor license (or employ as a subcontractor one with this license).
Please see contract specifications. Request for
Information related to this solicitation will close August 26, 2020, 5pm PST. There will pre-bid conference call for any questions related to solicitation on August 20, 2020 at 10am PST
Conference call in information provided below:
(888) 622-8604
Passcode: 2784929#
Continued ...
OPTIONAL FORM 336 (4-86)
Sponsored by GSA
4 171
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
75H70320B00001
(A) (B) (C) (D) (E) (F)
Any questions to Solicitation 75H70320B00001, please put in writing to Wesley.Simmons@ihs.gov
Your point of contact is Wesley A Simmons, Contracting Officer at 916/930-3981 x202 or by email at
Wesley.Simmons@IHS.Gov.
Period of Performance: 09/15/2020 to 02/17/2021
OPTIONAL FORM 336 (4-86)
Sponsored by GSA
Part I – The Schedule
B – Supplies or Services and Price Costs
Item
Number Unit Quantity Unit Cost Total Cost
1 LS 1
2 LS 1
3 LS 1
4 EA 2
5 EA 2
6 MANHOUR 120
7 1
8 LS 1
Bid Total:
Bid Total (in words):
Bidder:
Signed by:
Name:
Title:
Date:
Phone:
Email:
Address:
(Name of organization)
(Individual's signature)
Wastewater Improvements for the Grindstone Indian Rancheria IHS Projects CA 05-L62 & CA 19-E75
Bid Schedule
Control Panel Troubleshooting and Repair [Section 33 32 19]
Allowance for Controls Parts* [Section 33 32 19]
* Direct reimbursement for receipts for control panel repair parts installed.
Not to exceed amount shown without written approval. Receipts required for reimbursement.
Propane Tank and Gas Piping [Section 33 51 00]
Mobilization and Demobilization (NTE 10%) [Section 01 27 00]
25 kW Generator with Pad and Automatic Transfer Switch [Section 23 32 13]
Five Year Generator Service Agreement [Section 26 32 13]
5 hp Wastewater Pump [Section 33 32 19]
10 hp Variable Frequency Drive [Section 33 32 19]
Item Description (refer to Section 12 70 00 for complete
Measurement and Payment descriptions)
C – Description/Specs/Work Statement
Wastewater Improvements for the Grindstone Indian Rancheria
California Area Office, Indian Health Service
1. Abstract
California Area Indian Health Service (IHS) has a need for a contractor to complete wastewater improvements for the sewer lift station for the Grindstone Indian Rancheria (Tribe). This work will be completed per the terms of the Memorandums of Agreement for Projects CA 05-L62 and
CA 19-E75 between the IHS and the Tribe.
This contract will be advertised as a firm fixed price contract per the terms of the Bid Schedule.
2. Background
The Grindstone Indian Rancheria’s lift station lacks a permanent backup power source, rendering it vulnerable to sewage overflows in the event of a commercial power outage.
Additionally, the sewage pumps are in poor condition and the variable frequency drive motor controllers are undersized. The Indian Health Service is constructing these facilities for the Tribe in accordance with two Memorandums of Agreement for Projects CA 05-L62 and CA 19-E75 between the IHS and the Tribe.
3. Objective
Work of the Project includes construction of backup power facilities and upgrades for an existing sewer lift station on the Grindstone Indian Rancheria. The work includes the following:
A. Removal of two existing sewage pumps and installation of two new 5-horsepower sewage pumps. (Old pumps should be returned to the Tribe.)
B. Replacement of two existing 7.5-horsepower variable frequency drives (VFD’s) with two new 10-horsepower VFD’s for sewage pumps listed above.
C. Installation of 15 amp duplex GFCI receptacle within control panel and replacement of in-ground electrical junction box near control panel.
D. Installation of 250-gallon propane storage tank, pipe bollards and high pressure fuel line with primary and secondary regulators from propane tank to generator location.
E. Installation of 25 kilowatt (kW) propane generator, including concrete pad, automatic transfer switch, all wiring and propane gas connections.
F. Programming, troubleshooting, repair, testing and startup of sewage pump lift station.
G. Minimum eight (8) hours of training for up to four individuals on all aspects of lift station operation and maintenance, including backup power system.
H. Establish a 5-year maintenance and service agreement for the generator.
I. Fully functioning sewer lift station with back-up power supplied.
The attached Project Manual and Construction Plans provide more detail about the complete scope of work for this Contract.
4. Period of Performance
The period of performance is 120 days for substantial completion – facilities installed and functioning properly. A total of 150 days is allowed for full contract completion – to include minor punchlist items, operator training and execution of five-year service agreement.
Liquidated damages at a rate of $965 per day will be charged for each calendar day that the contract exceeds the period of performance, unless the delay is the result of circumstances beyond the control of the contractor (e.g. weather, Owner-caused delays).
5. Quality Control
The Government will perform periodic and milestone inspection of construction, as well as a comprehensive final inspection to ensure that construction is completed in accordance with this contract’s plans and specifications. The Contracting Officer’s Representative will oversee the inspection process.
6. Place of Performance
The work will be performed at the Grindstone Indian Rancheria’s sewer lift station. The Tribe’s address is:
Grindstone Indian Rancheria
3600 Phil’s Way, County Road 305
Elk Creek, CA 95939
The work will take place at the sewer lift station, shown in the attached Construction Plans as well as the Exhibits of the Project Manual. During construction there may be a need to make entry into the lift station, which will require necessary confined space equipment.
7. Type of Contract
The Government intends to issue a firm fixed price type of contract based on unit prices awarded. Payment will be based on actual quantities installed or services performed. Minor in quantities differences (less than 20% deviation from amount in Bid Schedule) will be resolved based on unit prices and actual quantities installed. Significant changes in work will require a formal contract amendment.
8. Post Award Conference / Periodic Progress Meeting(s)
The Contractor agrees to attend any post award conference convened by the Contracting activity or contract administration office in accordance with Federal Acquisition Regulation, Subpart
42.5. The Contracting Officer, Contracting Officer’s Representative and other Government personnel, as appropriate, as well as representatives of the Tribe, may meet periodically with the
Contractor to review Contractor performance. At these meetings the Contracting Officer will apprise the Contractor of how the Government views the Contractor’s performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the Government.
9. Contracting Officer Representative (COR)
The COR will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: Assure that the Contractor performs the technical requirements of the contract;
Perform inspection necessary in connection with contract performance; Maintain written and oral communications with the Contractor concerning technical aspects of the contract; Issue written interpretations of technical requirements, including Government drawings, designs, specifications: Monitor Contractor’s performance and notifies both the Contracting Officer and
Contractor of any deficiencies; Coordinate availability of government furnished property; and provide site entry of contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.
10. Contractor Travel
No travel costs are allowable for contractor under this contract. Any travel required should be factored into the unit prices submitted during bidding.
11. Authorities / Technical Direction
The Contractor shall take no direction that changes the terms and condition of this contract action, scope, or any change that affects the cost, price, or schedule. Changes authorized by the
Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor shall act upon those changes. The
Contractor shall comply with the changes clause of this contract when the Contractor believes direction has been given from persons other than the Government’s Contracting Officer that equate to a change by notifying the Contracting Officer as directed by the clause. Any direction given by any Government employee or any other person, outside their authority, must be reported to the Contracting Officer. Contracting Officer (CORs) are limited to the authorities stated in their COR appointment letters.
12. Invoice and Payments
The Contractor should submit pay requests no more frequently than monthly, based on work completed prior to submitting the pay request and quantities verified by the COR.
Invoices, Reports, and Travel invoices shall be sent electronically via email on a monthly basis, in arrears, to the following:
CDR Mark Hench, P.E.
1900 Churn Creek Road, Suite 210
Redding, CA 96002
530/246-5339
Mark.Hench@ihs.gov
Wesley Simmons, Contract Administrator
650 Capitol Mall, Suite 7-100
Sacramento, CA 95814-4708
916/930-3981 x202
Wesley.Simmons@IHS.gov
13. Special Qualifications
The following are minimum qualifications required for any Contractor working on this contract:
Contractor shall possess a California Type A General Engineering Contractor license
Contractor shall possess a California Type C-10 Electrical Contractor license (or employ as a subcontractor one with this license)
Proof of qualifications shall be submitted with Bid.
14. Bid Submission
Bid pricing shall be submitted on the attached form by September 8, 2020 at 5pm PST.
Supporting documentation of qualifications should also be submitted with the bid. These requirements are explained in the Qualifications section above.
Bids and supporting documentation shall be submitted to:
California Area Indian Health Service
ATTN: Wesley Simmons
650 Capitol Mall, Suite 7-100
Sacramento, CA 95814 or
PDF email to Wesley.Simmons@ihs.gov
Include with bid all documentation of qualifications as described above.
15. Detailed Scope of Work
See attached Project Manual and Construction Plans for a complete scope of the work required under this Contract.
16. Contacts mailto:Mark.Hench@ihs.gov mailto:Wesley.Simmons@IHS.gov mailto:rachel.rosas@ihs.gov
Contracting Officer’s Representative:
CDR Mark Hench, P.E.
530/246-5339
Mark.Hench@ihs.gov
Contracting Officer:
Wesley Simmons
(916) 930-3981, ext. 205 wesley.simmons@ihs.gov
Contacts for the Owner:
Vern Burrows, Vice Chairman – (530) 526-4656
Carl Burrows, Operator – (530) 517-8252
Larry Burrows, Operator – (530) 517-2130
Eric Elliott, Interim Tribal Administrator – (775) 685-4658
Ron Kirk, Chairman - (530) 519-8358 mailto:Mark.Hench@ihs.gov mailto:wesley.simmons@ihs.gov
SECTION 01 10 00
SUMMARY
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Contract description.
B. Work by Owner.
C. Owner supplied products.
D. Contractor's use of site.
E. Work sequence.
F. Specification Conventions.
1.2 CONTRACT DESCRIPTION
A. Work of the Project includes construction of backup power facilities and upgrades for an existing sewer lift station on the Grindstone Indian Rancheria. The work includes the following:
1. Removal of two existing sewage pumps and installation of two new 5-horsepower sewage pumps with 4” nominal outlet (Flygt NP 3102 MT 3~
Adaptive 463 or equal). Install new lifting chains on new sewage pumps.
2. Replacement of two existing 7.5-horsepower variable frequency drives
(VFD’s) with two new 10-horsepower VFD’s for sewage pumps listed above
(Yaskawa iQPump1000 Drive – CIMR-PW2A series or equal).
3. Installation of 15 amp duplex GFCI receptacle within control panel and replacement of in-ground electrical junction box near control panel.
4. Installation of 250-gallon propane storage tank, pipe bollards and high pressure fuel line with primary and secondary regulators from propane tank to generator location. Propane service should be coordinated with the
Tribe’s current propane supplier, True Blue Propane in Willows, CA, 145
Vine St, Willows, CA 95988. (530) 934-5144.
5. Installation of 25 kilowatt (kW) propane generator (Generac Model RG025
– no substitutions), including concrete pad, automatic transfer switch, all wiring and propane gas connections. This work will require temporary removal and reinstallation of existing chain link fencing.
6. Programming, troubleshooting, repair, testing and startup of sewage pump lift station. Includes programming, testing and setting (if required) of pump set points (pump off, lead on, lag on, high and low level alarms, and pump lead alternation), setting automatic transfer switch set points (e.g. how often and how long for exercise) simulating power outage conditions to verify function of automatic transfer switch, verification that power and current are balanced and within parameters for both VFD’s, and all other testing to verify that lift station is fully functional. This also includes an allowance for replacement of any existing parts that are not functioning properly.
7. Minimum eight (8) hours of training for up to four individuals on all aspects of lift station operation and maintenance, including backup power system.
Comprehensive O&M manuals for the backup power generator and automatic transfer switch are also required.
8. Establish a 5-year maintenance and service agreement for the generator.
B. Perform Work of Contract under fixed cost contract with Owner in accordance with
Conditions of Contract.
1.3 WORK BY OWNER
A. The Owner has an existing account with True Blue Propane. Make arrangements for delivery of propane to the new tank – the propane tank should be filled to capacity for the first time under this contract (subsequent propane refilling will be the responsibility of the Tribe). True Blue Propane in Willows, CA, 145 Vine St, Willows, CA 95988. (530) 934-5144.
B. Items noted NIC (Not in Contract), will be furnished and installed by Owner.
1.4 CONTRACTOR'S USE OF SITE
A. Access to Site: Coordinate with Grindstone Indian Rancheria for lift station gates to be unlocked while work is taking place. The individuals below may be contacted when coordination with the Owner is required
1. Vern Burrows, Vice Chairman – (530) 526-4656
2. Carl Burrows, Operator – (530) 517-8252
3. Larry Burrows, Operator – (530) 517-2130
4. Eric Elliott, (Acting) Tribal Administrator – (775) 685-4658
5. Ron Kirk, Chairman - (530) 519-8358
B. Time Restrictions for Performing Work: 8 am to 5 pm daily, unless otherwise authorized in writing.
C. Utility Outages and Shutdown: Coordinate any lift station downtime to minimize risk of sewage backup or overflow. No downtime should be required, but if it is necessary, work with Grindstone Indian Rancheria and Engineer to mitigate any effects.
1.5 WORK SEQUENCE
A. Construct Work in stages during construction period, coordinate construction schedule and operations with Owner and Engineer:
1. Construct new concrete pad for generator and allow time for curing.
2. Install 15-amp duplex GFCI receptacle within existing control panel.
3. Replace electrical junction box near control panel.
4. Replacement of Pump #1 VFD and Sewage Pump (keep Pump #2 in service while work is underway).
5. Testing and startup of Pump #1.
6. After Pump #1 fully functional, replacement of Pump #2 VFD and Sewage
Pump.
7. Testing and startup of Pump #2.
8. Temporarily remove chain link fence next to generator location.
9. Install propane tank, pipe bollards, and gas piping and regulators.
10. Set generator on concrete pad after sufficient curing has taken place.
11. Connect generator to gas piping.
12. Reinstall chain link fencing next to generator.
13. Install automatic transfer switch and wire to existing control panel and generator.
14. Testing and startup of backup power system – generator and transfer switch
15. Troubleshooting, repair, testing and startup of all aspects of sewage pump lift station, including level controls and backup power system.
16. Operator training.
17. Provide executed agreement for 5-year maintenance and service agreement to Tribe.
1.6 SPECIFICATION CONVENTIONS
A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words
“shall be” are included by inference where a colon (:) is used within sentences or phrases.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
D – Packaging and Marking
This section is intentionally left blank
E – Inspection and Acceptance
E.1 Inspection of Services -- Fixed-Price (Aug. 1996)
(a) Definition: “Services,” as used in this clause, includes services performed, workmanship, and material furnished or utilized in the performance of services.
(b) The Contractor shall provide and maintain an inspection system acceptable to the
Government covering the services under this contract. Complete records of all inspection work performed by the Contractor shall be maintained and made available to the Government during contract performance and for as long afterwards as the contract requires.
(c) The Government has the right to inspect and test all services called for by the contract, to the extent practicable at all times and places during the term of the contract. The Government shall perform inspections and tests in a manner that will not unduly delay the work.
(d) If the Government performs inspections or tests on the premises of the Contractor or a subcontractor, the Contractor shall furnish, and shall require subcontractors to furnish, at no increase in contract price, all reasonable facilities and assistance for the safe and convenient performance of these duties.
(e) If any of the services do not conform with contract requirements, the Government may require the Contractor to perform the services again in conformity with contract requirements, at no increase in contract amount. When the defects in services cannot be corrected by re-performance, the Government may --
(1) Require the Contractor to take necessary action to ensure that future performance conforms to contract requirements; and
(2) Reduce the contract price to reflect the reduced value of the services performed.
(f) If the Contractor fails to promptly perform the services again or to take the necessary action to ensure future performance in conformity with contract requirements, the Government may --
(1) By contract or otherwise, perform the services and charge to the Contractor any cost incurred by the Government that is directly related to the performance of such service; or
(2) Terminate the contract for default.
E.2 FAR 52.246-12 – Inspection of Construction
Inspection of Construction (Aug 1996)
(a) Definition.“Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.
(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the
Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.
(c) Government inspections and tests are for the sole benefit of the Government and do not-
(1) Relieve the Contractor of responsibility for providing adequate quality control measures;
(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;
(3) Constitute or imply acceptance; or
(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this- section.
(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.
(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the
Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary.
The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.
(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.
(g) If the Contractor does not promptly replace or correct rejected work, the Government may-
(1) By contract or otherwise, replace or correct the work and charge the cost to the
Contractor; or
(2) Terminate for default the Contractor’s right to proceed.
(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the
Contractor shall defray the expenses of the examination and of satisfactory reconstruction.
However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.
(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the
Government’s rights under any warranty or guarantee.
(End of clause)
END OF SECTION E
F – Deliveries or Performance
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Submittal procedures.
B. Construction progress schedules.
C. Proposed products list.
D. Product data.
E. Shop drawings.
F. Samples.
G. Design data.
H. Test reports.
I. Certificates.
J. Manufacturer's instructions.
K. Manufacturer's field reports.
L. Erection drawings.
1.2 SUBMITTAL PROCEDURES
A. Transmit each submittal with Engineer accepted form.
B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix.
C. Identify Project, Contractor, subcontractor and supplier; pertinent drawing and detail number, and specification section number, appropriate to submittal.
D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents.
E. Schedule submittals to expedite Project, and deliver to Engineer at address as shown in Invitation to
Bid. Coordinate submission of related items.
F. For each submittal for review, allow 7 calendar days excluding delivery time to and from Contractor.
G. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work.
H. Allow space on submittals for Contractor and Engineer review stamps.
I. When revised for resubmission, identify changes made since previous submission.
J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.
K. Submittals not requested will not be recognized or processed.
1.3 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial schedules within 7 calendar days after date of Owner-Contractor Agreement. After review, resubmit required revised data within 10 calendar days.
B. Submit revised Progress Schedules with every Application for Payment if schedule has deviated from previous version submitted. If Work remains on last submitted Progress Schedule, no revised schedule should be submitted.
C. Distribute copies of reviewed schedules to Project site file, subcontractors, suppliers, and other concerned parties.
D. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.
E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate early and late start, early and late finish, float dates, and duration.
F. Indicate estimated percentage of completion for each item of Work at each submission.
G. Submit separate schedule of submittal dates for shop drawings, product data, and samples, including
Owner furnished products and products identified under Allowances, and dates reviewed submittals will be required from Engineer. Indicate decision dates for selection of finishes.
H. Indicate delivery dates for Owner furnished products and products identified under Allowances.
I. Revisions to Schedules:
1. Indicate progress of each activity to date of submittal, and projected completion date of each activity.
2. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes.
3. Prepare narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect, including effect of changes on schedules of separate contractors.
1.4 PROPOSED PRODUCTS LIST
A. Within 15 calendar days after date of Owner-Contractor Agreement, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.
1.5 PRODUCT DATA
A. Product Data: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.
B. Submit number of copies Contractor requires, plus two copies Engineer will retain.
C. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.
D. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01 70 00 - Execution and Closeout Requirements.
1.6 SHOP DRAWINGS
A. Shop Drawings: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.
B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
C. When required by individual specification sections, provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings.
1.Include signed and sealed calculations to support design.
2.Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.
3.Make revisions and provide additional information when required by authorities having jurisdiction.
D. Submit number of opaque reproductions Contractor requires, plus two copies Engineer will retain.
E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01 70 00 - Execution and Closeout Requirements.
1.7 SAMPLES
A. Samples: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.
B. Samples for Selection as Specified in Product Sections:
1.Submit to Engineer for aesthetic, color, or finish selection.
2.Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for
Engineer selection.
3.Color and finish samples shall be true samples, not photographs.
C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
D. Include identification on each sample, with full Project information.
E. Submit number of samples specified in individual specification sections; Engineer will retain one sample.
F. Reviewed samples which may be used in the Work are indicated in individual specification sections.
G. Samples will not be used for testing purposes unless specifically stated in specification section.
H. After review, produce duplicates and distribute in accordance with Submittal Procedures article and for record documents purposes described in Section 01 70 00 - Execution and Closeout Requirements.
1.8 DESIGN DATA
A. Submit for Engineer's knowledge as contract administrator or for Owner.
B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
1.9 TEST REPORTS
A. Submit for Engineer's knowledge as contract administrator or for Owner.
B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
1.10 CERTIFICATES
A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Engineer, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to
Engineer.
1.11 MANUFACTURER'S INSTRUCTIONS
A.When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Engineer for delivery to Owner in quantities specified for Product Data.
B.Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.
1.12MANUFACTURER'S FIELD REPORTS
A. Submit reports for Engineer's benefit as contract administrator or for Owner.
B. Submit report within 48 hours of observation to Engineer for information.
C. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
1.13 ERECTION DRAWINGS
A. Submit drawings for Engineer's benefit as contract administrator or for Owner.
B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
C. Data indicating inappropriate or unacceptable Work may be subject to action by Engineer or Owner.
SUBMITTAL REVIEW FORM - Project CA 05-L62 / CA 19-E75 GRINDSTONE WASTEWATER
Received by Proj. Engr. Submittal No.
Date Initial
Contract Name
Contract No.
Return to Contractor Contractor
Date Initial
Project No.
ITEM DESCRIPTION* ACTION BY
NO. (Indicate Type, Model No., Manufacturer, etc.) OWNER
PRE-CONSTRUCTION SUBMITTALS
1. Progress Schedule ______________________________
2. Schedule of Submittals ______________________________
3. Schedule of Values ______________________________
MATERIAL SUBMITTALS REQUIRED
4. Concrete Mix ______________________________
[Sec. 03 30 00]
5. Electrical Cable ______________________________
[Sec. 26 05 19]
6. GFCI Receptacle ______________________________
[Sec. 26 05 19]
7. Grounding Electrodes ______________________________
[Sec. 26 05 26]
8. Electrical Conduit ______________________________
[Sec. 26 05 33]
9. Electrical Junction Box ______________________________
[Sec. 26 05 33]
10. Generator Shop Drawings ______________________________
[Sec. 26 32 13]
11. Generator Product Data ______________________________
12. Generator Batteries ______________________________
[Sec. 26 32 13]
13. Automatic Transfer Switch ______________________________
[Sec. 26 32 13]
14. Submersible Pump ______________________________
[Sec. 33 32 19]
15. Lifting Chain ______________________________
[Sec. 33 32 19]
16. Variable Frequency Controller ______________________________
[Sec. 33 32 19]
17. Propane Storage Tank ______________________________
[Sec. 33 51 00]
18. High Pressure Steel Pipe ______________________________
[Sec. 33 51 00]
19. Primary Gas Regulator ______________________________
[Sec. 33 51 00]
20. Secondary Gas Regulator ______________________________
[Sec. 33 51 00]
21. Underground Pipe Marker (Gas) ______________________________
[Sec. 33 51 00]
POST CONSTRUCTION SUBMITTALS
22. O&M Data for Generator ______________________________
23. Wiring Diagram for Generator ______________________________
& Transfer Switch [Sec. 26 32 13]
24. 5-Year Service Agreement _____________________________
[Sec. 26 32 13]
25. Generator Test Reports ______________________________
[Sec. 26 32 13]
26. Lift Station Pump and VFD ______________________________
Test Reports [Sec. 33 32 19]
27. As-Built Records ______________________________
28. Warranty Information ______________________________
29. O&M Manual ______________________________
* If the item description for a material submittal is not the exact brand or model specified by the Owner, then 3 copies of the manufacturer's descriptive literature, catalog cut-sheets, etc. must be included with the submittal. For design submittals requiring design calculations, shop drawings, wiring and control diagrams, etc., 3 copies of each must also be included with this submittal. If item is exact brand or model, list brand, model and "as specified".
Submitted by:
Contractor’s Signature Date
IHS Concurrence:
Project Engineer’s Signature Date
SECTION 01 40 00
QUALITY REQUIREMENTS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Quality control and control of installation.
B. Tolerances.
C. References.
D. Labeling.
E. Testing and inspection services.
F. Manufacturers' field services.
G. Examination.
H. Preparation.
1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. When manufacturers' instructions conflict with Contract Documents, request clarification from
Engineer before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.
E. Perform Work by persons qualified to produce required and specified quality.
F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer. Sizing of electrical equipment and pumps/ parts being replaced also be verified.
G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.
1.3 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.
Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with
Contract Documents, request clarification from Engineer before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in place.
1.4 REFERENCES
A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code.
C. Obtain copies of standards where required by product specification sections.
D. When specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding.
E. Neither contractual relationships, duties, nor responsibilities of parties in Contract nor those of
Engineer shall be altered from Contract Documents by mention or inference otherwise in reference documents.
1.5 LABELING
A. Attach label from agency approved by authority having jurisdiction for products, assemblies, and systems required to be labeled by applicable code.
B. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label.
1. Model number.
2. Serial number.
3. Performance characteristics.
1.6 TESTING AND INSPECTION SERVICES
A. Employ and pay for services of an independent testing firm or laboratory acceptable to Owner to perform specified testing. Contractor shall pay for services within existing bid items.
Separate payment for testing and inspection is not permitted unless explicitly included in
Contract.
1. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full time specialist and responsible officer.
2. Submit copy of report of laboratory facilities inspection made by Materials
Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of deficiencies reported by inspection.
B. The independent firm will perform tests, inspections and other services specified in individual specification sections and as required by Owner.
1. Laboratory: Authorized to operate at Project location.
2. Laboratory Staff: Maintain full time specialist on staff to review services.
3. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or accepted values of natural physical constants.
C. Testing, inspections and source quality control may occur on or off project site. Perform off-site testing as required by Engineer or Owner.
D. Testing and employment of testing firm or laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents.
E. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Engineer. Payment for re-testing or re-inspection will be charged to Contractor by deducting testing charges from Contract
Sum/Price.
F. Independent Firm Responsibilities:
1. Test samples of mixes submitted by Contractor.
2. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services.
3. Perform specified sampling and testing of products in accordance with specified standards.
4. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
5. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or products.
6. Perform additional tests required by Engineer.
7. Attend preconstruction meetings and progress meetings.
G. Independent Firm Reports: After each test, promptly submit two copies of report to Engineer, Contractor, and authority having jurisdiction. When requested by Engineer, provide interpretation of test results. Include the following:
1. Date issued.
2. Project title and number.
3. Name of inspector.
4. Date and time of sampling or inspection.
5. Identification of product and specifications section.
6. Location in Project.
7. Type of inspection or test.
8. Date of test.
9. Results of tests.
10. Conformance with Contract Documents.
H. Limits On Testing Authority:
1. Independent firm or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.
2. Independent firm or laboratory may not approve or accept any portion of the
Work.
3. Independent firm or laboratory may not assume duties of Contractor.
4. Independent firm or laboratory has no authority to stop the Work.
1.7 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.
B. Submit qualifications of observer to Engineer 30 days in advance of required observations.
Observer subject to approval of Engineer.
C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.
D. Refer to Section 01 33 00 - Submittal Procedures, MANUFACTURERS' FIELD REPORTS article.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of existing conditions.
B. Verify existing substrate is capable of structural support or attachment of new Work being…
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