SOL Attachment 4 - SOW Specs for Seed TO.pdf

SOLICITATION NO. W912BV-12-R-0023

US Army Corps of Engineers Tulsa District

SMALL BUSINESS SET-ASIDE INDEFINITE DELIVERY INDEFINITE

QUANTITY (IDIQ) MULTIPLE AWARD TASK ORDER CONTRACT

(MATOC) FOR CONSTRUCTION OF RENEWABLE ENERGY, ENERGY

CONSERVATION & MECHANICAL/ELECTRICAL PROJECTS IN THE

SOUTHWESTERN DIVISION OF THE USACE (“SB Energy MATOC”)

STATEMENT OF WORK

SEED TASK ORDER

For SB Energy MATOC

Repair Three Flood Control Pumps at Caney Levee Pump Station on the KS Side of Copan Lake

And

Install Digital Gauges on Low Flow Valves at Hulah

Lake Dam, OK

March 2012

REPAIR PUMPS AND INSTALL VALVE OPERATORS

TABLE OF CONTENTS

SECTION TITLE

00 11 00 SOLICITATION, OFFER AND AWARD (BIDDING SCHEDULE)

00 73 00 SPECIAL CONTRACT REQUIREMENTS

01 00 00 SCOPE OF WORK

01 27 00 MEASUREMENT AND PAYMENT

OTHER DOCUMENTS

APPENDIX A – CANEY LEVEE PUMP STATION AS-BUILT DRAWINGS AND PICTURES

APPENDIX B – CANEY LEVEE PUMPS FIELD SERVICE REPORT

APPENDIX C – HULAH LAKE LOW FLOW VALVE OPERATORS AS-BUILT DRAWING

SECTION 00 11 00

PROPOSAL SCHEDULE

Item Unit No. Description Quantity Unit Price Amount

CANEY LEVEE PUMP STATION, KS

1. Repair Pumps SUM Job XXXX $________

HULAH LAKE, KS

2. Replace Valve Operators SUM Job XXXX $________

TOTAL $________

NOTES

1. All costs for items of work not listed separately in the Bidding Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

2. This solicitation requires submission of a proposal on all items. Failure to do so will result in the proposal being rejected without further consideration.

THE FOLLOWING PARAGRAPHS TO BE INCLUDED IN SECTION 00 73 00 AS A PART OF THIS

TASK ORDER

52.211-10 COMMENCEMENT, EXECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the work:

Base Bid - 75 calendar days

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $988 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

252.236-7001 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS (AUG 2000)

Delete paragraph (e) and replace with the following:

(e) The work shall conform to the specifications and the following contract drawings. Except when identified as a new drawing, the following drawings are as-built drawings from previous construction contracts, are intended only to show the original construction, and are furnished for information only.

DRAWING NUMBER

TITLE

COPAN LAKE CANEY LEVEE PUMP STATION

BE990-C6-35/3.1 GENERAL PLAN AND ELEVATIONS

BE990-C6-35/5.1 PLANS, ELEVATIONS, AND DETAILS

BE990-C6-35/6.2 SECTIONS AND DETAILS

BE990-C6-35/15.2 BUILDING PLANS, ELEVATIONS, AND SECTIONS

BE990-C6-63/1 MECHANICAL – PUMPS, PIPING, AND VALVES

BE990-C6-70/1.2 ELECTRICAL – BUILDING

BE990-C6-70/2.2 ELECTRICAL – POWER AND CONTROL SCHEMATICS

HULAH LAKE

C104-145.4 SPILLWAY GALLERY PLAN, ELEVATION, AND SECTIONS

C104-146 LOW FLOW CONTROL VALVE AND SUMP PUMP

(END OF SECTION 00 73 00)

SECTION 01 00 00

SCOPE OF WORK

PART 1 GENERAL

1.1 GENERAL PROJECT DESCRIPTION

This project will be a total turnkey contract with all work being performed by the Contractor. The Contractor shall provide all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, management, and travel necessary to complete all work in accordance with this scope of work and all other contract documents and requirements.

Work shall be performed in accordance with the requirements of EM 385-1-1 (Safety and Health Requirements Manual), latest edition, and other references as listed in the SATOC specifications. Matters of interpretation of the standards shall be submitted to the Contracting Officer for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply. The Government stresses the importance of safety on all US Army Corps of Engineers job sites.

1.2 CANEY LEVEE PUMP STATION, KS

1.2.1 SCOPE

The contractor shall remove, repair, reinstall, and test three flood control pumps at the Caney Levee Pump Station. Caney Levee is associated with Copan Lake, Copan, OK. There are three Aurora vertical hollow shaft turbine pumps as described in the table below:

PUMP MOTOR

ITEM SERIAL # FLOW

(GPM)

HEAD

(FT) HP SPEED

(RPM) VOLT/PH/HZ

Pump #1 70544 C 13,500 29.5 150 885 460/3/60 Pump #2 70544 B 13,500 29.5 150 885 460/3/60 Pump #3 70544 A 13,500 29.5 150 885 460/3/60

The contractor shall perform the following pump repairs:

a. Replace packing on all three pumps;

b. Clean and remove all silt and debris from all three pump pits;

c. Replace the corroded suction screen on Pump #3 (70544 A);

d. Replace existing bolts with stainless steel bolts;

e. Shaft mechanical run-out is excessive on all three pumps; fully disassemble each pump, inspect the shafts, and correct the run-out;

f. Inspect bowl and impeller for proper running clearances. Any deficiencies identified shall be brought to the attention of the Contracting Officer;

g. Level and epoxy grout all three pumps upon reinstallation;

h. Reinstall concrete roof hatches and ensure water-tight installation.

1.2.2 ACCOMPLISHMENT OF WORK

The pump house at the Caney Levee is a 14 x 26 foot masonry structure built on the concrete exterior walls of the pump station. The floor is concrete, with an opening for a ladder which extends to the base of the pump basin. The opening is covered with a removable steel hatch. The walls of the pump house are concrete masonry with a 4-inch brick facing on the exterior. Hollow metal doors and frames with #9 gage expanded metal guards are on the east and west sides of the pump house. Four window louvers with #8 gage expanded metal guards are in the north wall and four are in the south wall. The roof is a reinforced concrete slab and includes three roof hatches which are centered over the pumps. These are designed to allow pump removal. Electricity and telephone are the only utilities available at the Caney Levee. The Contractor shall take all necessary precautions to terminate and isolate piping and electrical connections as applicable and secure all open hatches. The Contractor shall take all necessary precaution to protect removed components from contaminants. The Contractor will be required to work on one pump at a time. The other pumps will remain ready for service if floodwaters quickly overtake the levee. Once inspection and reassembly is completed, the pump unit shall be lubricated and tested for proper operations (under load if possible). The Contracting Officer and Project Office staff shall be present and given notification 5 working days in advance of final test.

1.3 HULAH LAKE, KS

1.3.1 SCOPE

This work will provide electrically operated valve actuators with a digital valve position indicator on two 24” Low Flow Butterfly Valves at Hulah Lake Dam, KS. There are two upstream (secondary) gate valves and two (primary) butterfly-type low flow valves. Controls marked for replacement are located on the primary valves.

The contractor shall remove existing butterfly valve operators and provide new electric operators complete with actuators, speed controls, accessories, and electrical connections on both Low Flow Valves. The Low Flow Butterfly Valves are 24”. The actuators shall be sized by a qualified valve supplier and shall be “Limitorque” or approved equal. A hand turn wheel shall be provided for a manual override. The actuators shall have a NEMA Type 4 enclosure with a corrosion resistant, baked epoxy finish as standard. The actuator shall operate in a temperature range of -40 to 150 degrees F.

Electric operators shall be furnished with field adjustable torque protection, oil lubricated gear box, o-ring seals to protect electrical compartments and gear housing from ingress of moisture, and digital position indicator. There shall be an actuator generated valve position output signal for electronic feedback to the control panel with digital indication of valve position and shall indicate the valve position with a “percent open” read-out with an accuracy of 2%. Control of the gate valves shall be modulating.

Easily accessible anti-hunt (dead-band) adjustment shall be provided for field adjustment. The contractor shall set the travel stop limit switches per manufacturers' instructions. Only one valve may be out of service at a time.

The new actuators shall be tested for proper operation and to verify accuracy of valve position. The contractor shall instruct government field staff on how to set the limit switches.

1.3.2 FIELD TESTS

Tests shall be conducted in the presence of the Contracting Officer. Any material, equipment, instruments, and personnel required for the test shall be provided by the contractor. Actuators shall be tested for proper operation under full range of motion. The services of a qualified technician shall be provided as required to perform all tests and procedures.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Detailed Work Plan; G

A detailed work plan shall be submitted. The plan shall include details for the following:

a. Pump rebuild phasing and timeline

b. Installation and testing of valve actuators

Verification of Site Conditions; FIO

A letter, at least 2 weeks prior to beginning construction, including the date the site was visited, confirmation of existing conditions, and any discrepancies found.

SD-03 Product Data

Valve Actuators; G

Manufacturer's standard catalog data, at least 4 weeks prior to the purchase or installation of a particular component, highlighted to show material, size, options, performance charts and curves, etc. in adequate detail to demonstrate compliance with contract requirements. Data shall include supplier’s verification of correct actuator size and manufacturer's recommended installation instructions and procedures. Data shall be provided for the following components as a minimum:

SD-06 Test Reports

Final acceptance test and operational test procedure; G

Three copies of the report shall be provided in bound 8 1/2 x 11 inch booklets. Reports shall document all phases of the tests performed. The report shall include initial test summaries, all repairs/adjustments made, and the final test results of pumps and actuators.

SD-10 Operation and Maintenance Data

Maintenance Manuals; FIO

Three complete copies of maintenance manual in bound 8 1/2 x 11 inch booklets listing routine maintenance procedures, possible breakdowns and repairs, and a trouble shooting guide. The manuals shall include piping layouts and simplified wiring and control diagrams of the system as installed.

All submittals shall be in accordance with specification Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 45 02 Quality Control System (QCS).

1.5 SITE VISIT

An authorized contractor representative in conjunction with the USACE Contracting Officer and/or technical representative(s) shall conduct a site visit at the proposed construction sites. The purpose of the site visit will be to meet with project representative(s) and obtain a more detailed understanding of this Scope of Work. The site visit will also allow the contractor the opportunity to examine the project site conditions.

1.6 VERIFICATION OF SITE CONDITIONS

The Contractor shall obtain all required information, measurements, dimensions, etc. necessary to field verify all existing conditions and dimensions and provide the specified Detailed Work Plan and all other necessary submittal information. If there are existing conditions that appear to affect the proposed construction, the Contractor shall inform the Contracting Officer in writing before proceeding with any construction processes, including ordering materials. Work outside the original scope shall be accomplished only at the direction of the Contracting Officer through future contract modifications.

1.7 PRE-WORK CONFERENCE

The Contractor shall attend a pre-work conference with the Contracting Officer’s Representative prior to commencing work on the project.

1.8 WORK HOURS

Work hours shall be Monday through Friday, 8 a.m. to 4:30 p.m. unless otherwise requested in writing by the Contractor and approved in writing by the Contracting Officer. The Contractor shall not work on Federal holidays unless prior approval is granted in writing by the Contracting Officer.

1.9 PROTECTION OF GOVERNMENT PROPERTY

In addition to all requirements to protect Government property in the base SATOC specifications, Contract Clauses, and Special Contract Requirements, the Contractor shall not drill holes or otherwise alter or deface any existing structure unless requested in writing with proposed repair methods and approved in writing by the Contracting Officer. Scaffolding, work platforms, hoists, chain falls, or other equipment shall not be attached to catwalks or equipment decks unless requested in writing with attachment details and calculations showing the catwalks or equipment decks are capable of supporting the proposed loads and approved in writing by the Contracting Officer.

1.10 CLEAN UP

The contractor shall maintain a clean work area at all times. The contractor shall remove and dispose of all construction debris off Government property.

After completion of construction, the Contractor shall clean all construction debris from all Government property.

1.11 STANDARD PRODUCTS/SERVICE AVAILABILITY

Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products, which are of a similar material, design, and workmanship. The standard products shall have been in satisfactory commercial and/or industrial use for 2 years prior to date of solicitation and still is in production. The 2-year use shall include applications of equipment and materials under similar circumstances and of similar size. No obsolete, or out of production, materials shall be installed. The 2-years experience shall be satisfactorily completed by a product, which has been sold or is offered for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

(END OF SECTION 01 00 00)

SECTION 01 27 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

Work referenced in the bid items is covered under the MATOC general provisions and the attached specifications.

All costs for items of work, which are not specifically mentioned to be included in a particular unit price shall be included in the listed unit price item most closely associated with the work involved.

Payment for the items listed below shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

BID ITEM 1 REPAIR PUMPS

MEASUREMENT

No separate measurement will be made for repairing pumps.

PAYMENT

Payment to remove, repair, and reinstall all three flood control pumps, will be made at the contract price for bid item, "Repair Pumps". Price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to remove pumps, perform repairs as specified, and replace and test pumps.

BID ITEM 2 REPLACE VALVE OPERATORS

MEASUREMENT

No separate measurement will be made to replace valve operators.

PAYMENT

Payment to remove and replace two existing valve actuators and accessories on the low flow valves will be made at the contract price for bid item "Replace Valve Operators". Price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to remove existing valve operators, install new valve operators, associated accessories, and make all electrical connections as specified.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

(END OF SECTION 01 27 00)

APPENDIX A

Caney Levee Pump Station

As-Builts and Pictures

Photo 1. Overview of Caney Levee Pump Station.

Standing in Ponding Area.

Photo 2. Overview of Pump Station Work Area.

Photo 3. Typical Pump/Motor Assembly.

Photo 4. Typical Motor Nameplate information.

Photo 5. Ladder Access to Pump Intake.

Photo 6. Picture of Typical Pump Intake.

m5ec5jlw Polygon

APPENDIX B

Caney Levee Pumps

Field Service Report

APPENDIX C

Hulah Lake

As-Builts, Low Flow Valve Operators m5ecdsci m5ecdsci Typewritten Text There are two upstream (secondary) gate valves and two (primary) butterfly-type low flow valves. Controls marked for replacement are located on the primary valves.

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Typewritten Text