AMENDMENT_0001.pdf

W81G6641827885

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SUBJECT: HERMITS LAKE PUMP STATION SECTION 219, LAKE COUNTY, IN

A. This Amendment revises Specification Sections. Changes are reflected on the next page.

B. Bid Opening date and time remains unchanged at 22 September 2014 at 1:00 p.m. CST.

C. All other terms an conditions remain unchanged.

POC is Kim M. Beard at 9312)846-5378

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 09-Sep-2014

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P6-14-B-0013

X 9B. DATED (SEE ITEM 11)

22-Aug-2014

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

08-Sep-2014

CODE

U. S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P6-14-B-0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001

CHANGES TO THE SPECIFICATION SECTIONS:

1. Specification Section 01 22 00.00 – Paragraph 1.3.13 was amended to specify an 8-inch aluminum flap valve structure.

2. Specification Section 33 32 13.13 – Paragraph 2.22 was amended to clarify that manufacturers listed are those used as the design basis only and equal products which meet the specifications will be accepted via project submittals. See revised Specification Sections attached to this Amendment.

(End of Summary of Changes)

Hermit Lake Regional Wastewater Pumping Station-Phase 1 W912P6-04-B-0000

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

lump sum schedule payment items and unit price schedule payment items

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB OR LOT PAYMENT ITEMS

1.2.1 Mobilization (Bid Item 0001)

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Demobilization (Bid Item 0002)

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Project Sign and Safety Sign (Bid Item 0003)

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Precast Concrete Pump Station Wet Well (Bid Item 0009)

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 One-Room Prefabricated Pump Station Control Building (Bid Item

0010)

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Embankment Fill for Primary Flow Equalization Basin (Bid Item

0011)

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Performance and Payment Bonds (Bid Item 0027)

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Precast Concrete Structures (Bid Items 0004 thru 0008)

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Horizontal Directional Drilling, Force Main, 6 Inch Diameter

HDPE, Pipe, DR 9(Bid Item 0012)

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Force Main, 6 Inch Diameter HDPE, By Open Trench (Bid Item 0013)

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 6 Inch Restrained Joint DI Pipe for Air Release Valve (Bid Item

0014)

SECTION 01 22 00 Page 1

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Air Release Valve (Bid Item 0015)

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 8 Inch Plug Valve with Motorized Operator (Bid Item 0016)

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 4 Inch Plug Valve, Manual Operator (Bid Item 0017)

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 4 Inch Magnetic Flow Meters (Bid Item 0018)

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 12 Inch Diameter Sanitary Sewer and Flow Equalization Transfer

Pipe, SDR 35 PVC (Bid Item 0019)

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 12 Inch Diameter Connection and Riser Pipe for Flow

Equalization Transfer Pipe, Schedule 80 PVC (Bid Item 0020)

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 12 Inch Diameter By 90 Degree Elbow for Flow Equalization

Transfer Lines, Schedule 80 PVC (Bid Item 0021)

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 8 Inch Diameter Flow Equalization Return Pipe, SDR 35 PVC (Bid

Item 0022)

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 8 Inch Aluminum Flap Valve in Manhole Structures for Flow

Equalization (Bid Item 0023)

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 8 Inch Flow Equalization Inlet Force Main (Bid Item 0024)

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of measure

1.3.15 Liner Penetration and Pipe Support Facilities in the Primary and Secondary Flow Equalization Basins (Bid Item 0025)

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 Force Main Tracer Wire Access Box (Bid Item 0026)

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.4 OPTIONAL BID PAY ITEMS

1.4.1 Two-Room Prefabricated Pump Station Control Building (Bid Item

SECTION 01 22 00 Page 2

0028AA)

1.4.1.1 Payment

1.4.1.2 Unit of Measure

1.4.2 Performance and Payment Bonds Additional Cost (Bid Item 0028AB)

1.4.2.1 Payment

1.4.2.2 Unit of Measure

1.4.3 Precast Concrete Meter Structure at Force Main Discharge

Location (Bid Item 0029AA)

1.4.3.1 Payment

1.4.3.2 Measurement

1.4.3.3 Unit of Measure

1.4.4 4 Inch DI Pipe for Force Main Discharge Meter Installation (Bid

Item 0029AB)

1.4.4.1 Payment

1.4.4.2 Measurement

1.4.4.3 Unit of Measure

1.4.5 4 Inch Restrained Mechanical Joint DI Fittings at Force Main

Discharge Meter Structure (Bid Item 0029AC)

1.4.5.1 Payment

1.4.5.2 Measurement

1.4.5.3 Unit of Measure

1.4.6 4 Inch Plug Valve, Manual Operator (Bid Item 0029AD)

1.4.6.1 Payment

1.4.6.2 Measurement

1.4.6.3 Unit of Measure

1.4.7 4 Inch Magnetic Flow Meters (Bid Item 0029AE)

1.4.7.1 Payment

1.4.7.2 Measurement

1.4.7.3 Unit of Measure

1.4.8 Performance and Payment Bond (Bid Item 0029AF)

1.4.8.1 Payment

1.4.8.2 Unit of Measure

1.4.9 12 Inch Diameter Sewer and Flow Equalization Transfer Pipe, SDR

35 PVC (Bid Item 0030AA)

1.4.9.1 Payment

1.4.9.2 Measurement

1.4.9.3 Unit of Measure

1.4.10 12 Inch Diameter Connection and Riser Pipe for Flow

Equalization Transfer Pipe, SCH 80 PVC (Bid Item 0030AB)

1.4.10.1 Payment

1.4.10.2 Measurement

1.4.10.3 Unit of Measure

1.4.11 12 Inch Diameter By 90 Degree Elbow for Flow Equalization

Transfer Lines, Schedule 80 PVC (Bid Item 0030AC)

1.4.11.1 Payment

1.4.11.2 Measurement

1.4.11.3 Unit of Measure

1.4.12 8 Inch Diameter Flow Equalization Return Pipe, SDR 35 PVC (Bid

Item 0030AD)

1.4.12.1 Payment

1.4.12.2 Measurement

1.4.12.3 Unit of Measure

1.4.13 Liner Penetration and Pipe Support Facilities in the Primary and Secondary Flow Equalization Basin (Bid Item 0030AE)

1.4.13.1 Payment

1.4.13.2 Measurement

1.4.13.3 Unit of Measure

1.4.14 HDPE Liner in Converted Polishing Lagoon Flow Equalization

Basin (Bid Item 0030AF)

SECTION 01 22 00 Page 3

1.4.14.1 Payment

1.4.14.2 Measurement

1.4.14.3 Unit of Measure

1.4.15 Performance and Payment Bonds (Bid Item 0030AG)

1.4.15.1 Payment

1.4.15.2 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00 Page 4

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 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 must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates; G, CS

Submit certified weight certificates for truck scales used during the project and all concrete and asphalt batch plants for this project.

1.2 JOB OR LOT PAYMENT ITEMS

Payment items for the work of this contract for which contract job or lot payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job, cost or unit price payment item, must be included in the listed job or lot item most closely associated with the work involved. The job or lot price and payment made for each item listed must 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.

1.2.1 Mobilization (Bid Item 0001)

1.2.1.1 Payment

The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment, and the cost to produce and provide all administrative requirements included in the specifications, shop drawings and quality control systems, in this item. Costs associated with daily mobilization must not be included in this cost. Daily mobilization must be included in the unit prices of materials being installed.

1.2.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00 Page 5

1.2.2 Demobilization (Bid Item 0002)

1.2.2.1 Payment

Payment will be made for all costs for the demobilization of all Contractor's equipment and close-out administrative requirements included in the specifications, close-out submittals, as-builts, operation and maintenance data, and should be included in this pay item. Costs associated with daily demobilization must not be included in this cost. Daily demobilization must be included in the unit prices of the material being installed.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Project Sign and Safety Sign (Bid Item 0003)

1.2.3.1 Payment

Payment will be made for costs associated with all material, construction, fabrication, delivery, installation, and disposal associated with the two signs.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Precast Concrete Pump Station Wet Well (Bid Item 0009)

1.2.4.1 Payment

Payment will be made for the cost of all labor, material and equipment to complete the new pump station wet well, including all excavation, reinforced concrete bottom slab (supporting the wet well), precast concrete wet well, submersible pumps, pump supports and guides, piping inside the wet well (including through the control building floor), wiring, supports, conduits and controls within the wet well, backfill, compaction and site clean-up and removal of all excess excavated material. The cost for dewatering shall be included in this item. The cost of steel reinforcing in the bottom slab shall be considered incidental to the slab, and shall not be paid for separately.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 One-Room Prefabricated Pump Station Control Building (Bid Item 0010)

1.2.5.1 Payment

Payment will be made for the cost of all labor, material and equipment to complete the new pump station control building, including reinforced concrete top slab (slab-on-grade), manufacture and installation of the one-room prefabricated control building structure, including all interior piping, controls, electrical, conduit and wiring as specified, controls as specified, connection to the wet well piping, wiring and controls, site clean-up and lawn restoration. Payment will also include the standby electric generator to be installed adjacent to the pump station control

SECTION 01 22 00 Page 6 building on its own reinforced concrete pad. The design and certification of the design for the bottom slab (included in Bid Item 0009) and the slab-on-grade will also be included in the cost. The design must be stamped and signed by a Professional Engineer licensed in the state of Indiana. The cost of steel reinforcing, in the slab-on-grade shall be considered incidental to the slab, and shall not be paid for separately.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 Embankment Fill for Primary Flow Equalization Basin (Bid Item 0011)

1.2.6.1 Payment

Payment will be made for all costs associated with the installation of embankment fill along the south and west sides of the Primary Flow Equalization Basin, as indicated in the Project Drawings and specified herein. Costs include temporary removal of the existing basin liner in the fill area, scarifying the existing embankment to receive fill, placement of fill material, replacement of the basin liner as specified (including extending the liner material if necessary), grading and compaction of the fill material and surface restoration as required to provide stormwater erosion control. Refer to Section 31 00 00 EARTHWORK for material borrow requirements.

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 Performance and Payment Bonds (Bid Item 0027)

1.2.7.1 Payment

Payment will be made for all costs associated with securing the Performance Bond and the Payment Bond as specified for this Project. The Government will pay the actual cost of the bonds, or the Contractor's bid price, whichever is less.

1.2.7.2 Unit of Measure

Unit of Measure: lot.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed must 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 each of the unit price items.

Notwithstanding the requirements of any other specification, drawing, or clause in this Contract, the Government will only pay for the actual quantities of the unit price items incorporated into the work, up to the estimated Contract Quantities listed on the BIDDING SCHEDULE. Any quantity placed in excess of the Contract Quantity without first receiving a Contract Modification increasing the estimated quantity of that unit price

SECTION 01 22 00 Page 7 item shall be at the Contractor's expense. The Contractor is responsible for notifying the Government of the need to increase the contract quantity of a line item at least seven calendar days before the item is needed.

1.3.1 Precast Concrete Structures (Bid Items 0004 thru 0008)

1.3.1.1 Payment

Payment will be made for costs associated with providing and installing the precast concrete structures and manholes complete in place, including excavation, structure, castings, backfill, compaction, connections to piping, sealing all openings, required testing; surface restoration;

clean-up of the site; furnishing, handling, transporting and storing of materials; and furnishing all labor and supplies incidental to the work as specified.

1.3.1.2 Measurement

Structures will be measured for payment on the basis of the complete installed structure.

1.3.1.3 Unit of Measure

Unit of measure: each (EA).

1.3.2 Horizontal Directional Drilling, Force Main, 6 Inch Diameter HDPE, Pipe, DR 9(Bid Item 0012)

1.3.2.1 Payment

Payment will be made for all labor, material, equipment and supplies associated with the installation of the 6 inch HDPE DR 9 force main by horizontal directional drilling (HDD) methods. Costs should include mobilization of special equipment, excavation of all entrance and exit pits, providing and installation of the HDD force main pipe, providing a number 10 solid copper insulated tracer wire affixed to the HDPE pipe prior to pull back, drilling fluids, joining the installed force main sections and bends together by thermal fusion in the pits, backfill, compaction, testing, final grading and clean-up of all materials and fluids, and demobilization of special equipment. The tracer wire shall have sufficient slack to allow installation of the tracer wire inside the various tracer wire access boxes, as detailed in the Project Drawings. Site Clearing shall not be paid for separately, but will be considered incidental to this item. Surface restoration, including topsoil, sodding and pavement replacement will not be paid for separately, but will be considered incidental to this item.

1.3.2.2 Measurement

Measurement will be based on the centerline length of the force main after all pipe is installed in place, ready for service.

1.3.2.3 Unit of Measure

Unit of measure: lineal feet (LFT).

SECTION 01 22 00 Page 8

1.3.3 Force Main, 6 Inch Diameter HDPE, By Open Trench (Bid Item 0013)

1.3.3.1 Payment

Payment will be made for all labor, material, equipment and supplies to provide and install the HDPE force main pipe by open trench methods. Costs should include excavation, 6 inch HDPE DR 9 pipe, a number 10 solid copper insulated tracer wire affixed to the HDPE pipe after placing the pipe in the trench and the pipe is thermally fused in the trench, backfill, compaction, testing, final grading and clean-up of all materials. The tracer wire shall have sufficient slack to allow installation of the tracer wire inside the tracer wire access box, as detailed in the Project Drawings. Surface restoration, including topsoil, sodding and pavement replacement will not be paid for separately, but will be considered incidental to this item.

1.3.3.2 Measurement

Measurement will be based on the centerline length of the force main after all pipe is installed in place, ready for service.

1.3.3.3 Unit of Measure

Unit of measure: lineal feet (LFT).

1.3.4 6 Inch Restrained Joint DI Pipe for Air Release Valve (Bid Item 0014)

1.3.4.1 Payment

Payment will be made for all labor, material and equipment required to provide and install the ductile iron pipe thru the precast concrete air release valve vault structures. Costs will include excavation, 6 inch ductile iron pipe of sufficient length to extend beyond the outside wall of the structure at least one foot, 6 inch HDPE to ductile iron adapter fittings (two), supplies, backfill, compaction, testing, surface restoration and site clean-up.

1.3.4.2 Measurement

Measurement will be based on the centerline length of the pipe and adapter fittings, installed in place and ready for service.

1.3.4.3 Unit of Measure

Unit of measure: lineal feet (LFT).

1.3.5 Air Release Valve (Bid Item 0015)

1.3.5.1 Payment

Payment will be made for all labor, material and equipment to provide and install an air release valve in the precast air release valve structure.

Costs should include providing and installing the air release valve onto the 6 inch ductile iron force main, including tapping the force main to connect the valve to the ductile iron pipe, testing and supplies.

1.3.5.2 Measurement

Measurement will be based on the number of air release valves installed, SECTION 01 22 00 Page 9 complete in place.

1.3.5.3 Unit of Measure

Unit of measure: each (EA).

1.3.6 8 Inch Plug Valve with Motorized Operator (Bid Item 0016)

1.3.6.1 Payment

Payment will be made to provide and install an 8 inch plug valve with motorized operator. The valve will be supplied by the vendor supplying the prefabricated pump station control building and will be installed by the Contractor. Costs should include the valve and installation of the valve in the precast concrete return flow valve and meter structure (Bid Item 0005) onto the 8 inch flow equalization force main pipe, testing and all supplies necessary to complete the task.

1.3.6.2 Measurement

Measurement will be based on the number of 8 inch plug valves with motorized operators installed, complete in place.

1.3.6.3 Unit of Measure

Unit of measure: each (EA).

1.3.7 4 Inch Plug Valve, Manual Operator (Bid Item 0017)

1.3.7.1 Payment

Payment will be made to provide and install a 4 inch plug valve within precast concrete structures previously described in this section. Costs should include all labor, material and equipment, to provide and install the valve, including the valve and installation of the valve onto the 4 inch force main, testing and all supplies necessary to complete the task.

1.3.7.2 Measurement

Measurement will be based on the number of 4 inch plug valves with manual operators installed, complete in place.

1.3.7.3 Unit of Measure

Unit of measure: each (EA).

1.3.8 4 Inch Magnetic Flow Meters (Bid Item 0018)

1.3.8.1 Payment

Payment will be made to provide and install the 4 inch magnetic flow meters within precast concrete structures previously described in this section.

The meters are being provided by the vendor supplying the prefabricated pump station control building, and will be installed by the Contractor.

Costs should include all labor, material and equipment to provide and install the meters onto the 4 inch force main within the various precast structures, as indicated in the Project Drawings. Testing, calibration and training should be included in the cost.

SECTION 01 22 00 Page 10

1.3.8.2 Measurement

Measurement will be based on the number of 4 inch magnetic flow meters installed, complete in place.

1.3.8.3 Unit of Measure

Unit of measure: each (EA).

1.3.9 12 Inch Diameter Sanitary Sewer and Flow Equalization Transfer Pipe, SDR 35 PVC (Bid Item 0019)

1.3.9.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 12 inch SDR 35 PVC pipe for flow equalization transfer within the existing wastewater treatment plant property, as indicated on the Project Drawings. Costs should include excavation, pipe and installation, pipe bedding, backfill, compaction, testing, surface restoration and site clean-up.

1.3.9.2 Measurement

Measurement will be based on the centerline length of the sanitary service after all pipe is installed in place, ready for service.

1.3.9.3 Unit of Measure

Unit of measure: lineal feet (LFT).

1.3.10 12 Inch Diameter Connection and Riser Pipe for Flow Equalization Transfer Pipe, Schedule 80 PVC (Bid Item 0020)

1.3.10.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 12 inch Schedule 80 PVC pipe as indicated in the Project Drawings. Costs should include excavation, pipe and installation, pipe bedding, backfill, compaction, testing, surface restoration and site clean-up.

1.3.10.2 Measurement

Measurement will be based on the centerline length of the sanitary service after all pipe is installed in place, ready for service.

1.3.10.3 Unit of Measure

Unit of measure: lineal feet(LFT).

1.3.11 12 Inch Diameter By 90 Degree Elbow for Flow Equalization Transfer Lines, Schedule 80 PVC (Bid Item 0021)

1.3.11.1 Payment

Payment will be made for all labor, material and equipment to provide and install 12 inch Schedule 80 PVC elbows onto the 12 inch Schedule 80 PVC flow equalization transfer pipe, listed above (Bid Item 0021). Costs should include elbows, connecting the elbows to the 12 inch flow transfer

SECTION 01 22 00 Page 11 pipe by chemical bonding, testing and site clean-up.

1.3.11.2 Measurement

Measurement will be based on number of fittings installed, complete in place.

1.3.11.3 Unit of Measure

Unit of measure: each (EA).

1.3.12 8 Inch Diameter Flow Equalization Return Pipe, SDR 35 PVC (Bid Item 0022)

1.3.12.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 8 inch SDR 35 PVC pipe for the flow equalization return pipe, as indicated in the Project Drawings. Costs should include excavation, pipe, pipe installation, pipe bedding, backfill, compaction, testing and site clean-up.

1.3.12.2 Measurement

Measurement will be based on the centerline length of the sanitary sewer after all pipe is installed in place, ready for service.

1.3.12.3 Unit of Measure

Unit of measure: lineal feet (LFT).

1.3.13 8 Inch Aluminum Flap Valve in Manhole Structures for Flow Equalization (Bid Item 0023)

1.3.13.1 Payment

Payment will be made for all labor, equipment and material required to provide and install 8 inch aluminum flap valves, as indicated in the Project Drawings. Costs should include providing the valve, installing the valve as required in a precast manhole structure, testing and clean-up.

1.3.13.2 Measurement

Measurement will be based on number of valves installed, complete in place.

1.3.13.3 Unit of Measure

Unit of measure: each (EA.)

1.3.14 8 Inch Flow Equalization Inlet Force Main (Bid Item 0024)

1.3.14.1 Payment

Payment will be made for all labor, material, equipment and supplies to provide and install the C900 PVC force main pipe by open trench methods.

Costs should include excavation, pipe, a number 10 solid copper insulated tracer wire affixed to the pipe after placing the pipe in the trench, backfill, compaction, testing, final grading, surface restoration and clean-up of all materials. The tracer wire shall have sufficient slack to

SECTION 01 22 00 Page 12 allow installation of the tracer wire ends to terminate inside the tracer wire access box, at each end of the force main.

1.3.14.2 Measurement

Measurement will be based on the centerline length of the force main after all pipe is installed in place, ready for service.

1.3.14.3 Unit of measure

Unit of measure: lineal feet (LFT.)

1.3.15 Liner Penetration and Pipe Support Facilities in the Primary and Secondary Flow Equalization Basins (Bid Item 0025)

1.3.15.1 Payment

Payment will be made for all labor, material and equipment costs required to install the concrete supports and modifications to the pond liner, as detailed in the Project Drawings. Costs should include excavation, ready mix concrete, reinforcing steel, labor for installation, additional pond liner material, sealing the new pond liner to the existing pond liner, backfill, compaction and site clean-up.

1.3.15.2 Measurement

Measurement will be based on number of line penetration/pipe support units installed, complete in place.

1.3.15.3 Unit of Measure

Unit of measure: each (EA).

1.3.16 Force Main Tracer Wire Access Box (Bid Item 0026)

1.3.16.1 Payment

Payment will be made for all labor, equipment and material costs required to provide and install the force main tracer wire access boxes, as indicated on the Project Drawings. Costs should include the access box material, installation of the box over the force main and looping and securing the number 10 tracer wire inside the box.

1.3.16.2 Measurement

Measurement will be based on the number of tracer wire access boxes installed, complete in place.

1.3.16.3 Unit of Measure

Unit of measure: each (EA).

1.4 OPTIONAL BID PAY ITEMS

Payment for Optional Bid Items will occur only if the Government accepts the Bid and authorizes the work oulined within the bid items. Three separate optional tasks are included in the bid items herein.

SECTION 01 22 00 Page 13

1.4.1 Two-Room Prefabricated Pump Station Control Building (Bid Item 0028AA)

1.4.1.1 Payment

Payment will be made for the additional cost only, of all labor, material and equipment to provide the new two-room pump station control building, in lieu of the one-room building, as described in the base Bid Item 0010, including additional reinforced concrete top slab (slab-on-grade), manufacture and installation of the two-room prefabricated control building structure, including all interior piping, controls, electrical, conduit and wiring as specified, controls as specified, connection to the wet well piping, wiring and controls, site clean-up and lawn restoration. The standby electric generator will be installed inside the pump station control building in this item. The increased cost for the additional design and certification of the design for the larger slab-on-grade will also be included in the cost. The design must be stamped and signed by a Professional Engineer licensed in the state of Indiana. The cost of steel reinforcing, in the slab-on-grade shall be considered incidental to the slab, and shall not be paid for separately.

1.4.1.2 Unit of Measure

Unit of Measure: job.

1.4.2 Performance and Payment Bonds Additional Cost (Bid Item 0028AB)

1.4.2.1 Payment

Payment will be made for all additional costs associated with securing the Performance Bond and the Payment Bond for increased value of Bid Item 0028. The Government will pay the actual cost of the bonds, or the Contractor's bid price, whichever is less.

1.4.2.2 Unit of Measure

Unit of Measure: lot.

1.4.3 Precast Concrete Meter Structure at Force Main Discharge Location (Bid Item 0029AA)

1.4.3.1 Payment

Payment will be made for costs associated with providing and installing the precast concrete structures and manholes complete in place, including excavation, structure, castings, backfill, compaction, connections to piping, sealing all openings, required testing; surface restoration;

clean-up of the site; furnishing, handling, transporting and storing of materials; and furnishing all labor and supplies incidental to the work as specified.

1.4.3.2 Measurement

Structures will be measured for payment on the basis of the complete installed structure.

1.4.3.3 Unit of Measure

Unit of Measure: each (EA).

SECTION 01 22 00 Page 14

1.4.4 4 Inch DI Pipe for Force Main Discharge Meter Installation (Bid Item

0029AB)

1.4.4.1 Payment

Payment will be made for all labor, material and equipment required to provide and install the 4 inch diameter ductile pipe from the end of the HDPE force main into the existing discharge manhole, including all ductile iron pipe in the discharge meter structure. Costs should include all excavation, ductile iron pipe, jointing of the pipe, backfill, compaction, testing and site clean-up. Costs for all ductile iron fittings and magnetic flow meters are not included in this item. Separate items are provided for the ductile iron fittings and magnetic flow meters.

1.4.4.2 Measurement

Measurement will be based on the centerline length of the force main after all pipe is installed in place, ready for service.

1.4.4.3 Unit of Measure

Unit of Measure: lineal feet (LFT).

1.4.5 4 Inch Restrained Mechanical Joint DI Fittings at Force Main Discharge Meter Structure (Bid Item 0029AC)

1.4.5.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 4 inch ductile iron fittings in and around the force main discharge meter structure. Costs should include excavation, fittings (one 6 inch by 4 inch HDPE coupling reducer, two 4 inch by 90 degree elbows, one 4 inch by 45 degree elbow, and two 4 inch tees) gaskets, joining, supplies, backfill, compaction, testing and site clean-up.

1.4.5.2 Measurement

Measurement will be based on number of fitting installed, complete in place.

1.4.5.3 Unit of Measure

Unit of Measure: each (EA).

1.4.6 4 Inch Plug Valve, Manual Operator (Bid Item 0029AD)

1.4.6.1 Payment

Payment will be made to provide and install a 4 inch plug valve within precast concrete force main discharge meter structure previously described in Bid Item 0030. Costs should include all labor, material and equipment to provide and install the valve onto the 4 inch DI force main within the structure, testing and all supplies necessary to complete the task.

1.4.6.2 Measurement

Measurement will be based on the number of 4 inch plug valves with manual operators installed, complete in place.

SECTION 01 22 00 Page 15

1.4.6.3 Unit of Measure

Unit of Measure: each (EA).

1.4.7 4 Inch Magnetic Flow Meters (Bid Item 0029AE)

1.4.7.1 Payment

Payment will be made to provide and install the 4 inch magnetic flow meters within precast concrete force main discharge meter structure previously described in Bid Item 0030. Costs should include all labor, material and equipment to provide and install the meters onto the 4 inch force main within the precast structure, as indicated in the Project Drawings.

Testing, calibration and training should be included in the cost.

1.4.7.2 Measurement

Measurement will be based on the number of 4 inch magnetic flow meters installed, complete in place.

1.4.7.3 Unit of Measure

Unit of Measure: each (EA).

1.4.8 Performance and Payment Bond (Bid Item 0029AF)

1.4.8.1 Payment

Payment will be made for all additional costs associated with securing the Performance Bond and the Payment Bond for the increased value of Bid Items 0030 through 0034 (Option 2 bid items). The Government will pay the actual cost of the bonds, or the Contractor's bid price, whichever is less

1.4.8.2 Unit of Measure

Unit of Measure: lot.

1.4.9 12 Inch Diameter Sewer and Flow Equalization Transfer Pipe, SDR 35 PVC (Bid Item 0030AA)

1.4.9.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 12 inch SDR 35 PVC pipe for flow equalization transfer within the existing wastewater treatment plant property, as indicated on the Project Drawings as an Option 3 item. Costs should include excavation, pipe and installation, pipe bedding, backfill, compaction, testing, surface restoration and site clean-up.

1.4.9.2 Measurement

Measurement will be based on the centerline length of the sanitary service after all pipe is installed in place, ready for service.

1.4.9.3 Unit of Measure

Unit of Measure: lineal feet (LFT).

SECTION 01 22 00 Page 16

1.4.10 12 Inch Diameter Connection and Riser Pipe for Flow Equalization Transfer Pipe, SCH 80 PVC (Bid Item 0030AB)

1.4.10.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 12 inch SDR 35 PVC pipe as indicated on the Project Drawings as an Option 3 item. Costs should include excavation, pipe and installation, pipe bedding, backfill, compaction, testing, surface restoration and site clean-up.

1.4.10.2 Measurement

Measurement will be based on the centerline length of the sanitary service after all pipe is installed in place, ready for service.

1.4.10.3 Unit of Measure

Unit of Measure: lineal feet (LFT).

1.4.11 12 Inch Diameter By 90 Degree Elbow for Flow Equalization Transfer Lines, Schedule 80 PVC (Bid Item 0030AC)

1.4.11.1 Payment

Payment will be made for all labor, material and equipment to provide and install 12 inch Schedule 80 PVC elbows onto the 12 inch Schedule 80 PVC flow equalization transfer pipe, listed above (Bid Item 0037). Costs should include elbows, connecting the elbows to the 12 inch flow transfer pipe by chemical bonding, testing and site clean-up.

1.4.11.2 Measurement

Measurement will be based on number of fittings installed, complete in place.

1.4.11.3 Unit of Measure

Unit of Measure: each (EA).

1.4.12 8 Inch Diameter Flow Equalization Return Pipe, SDR 35 PVC (Bid Item

0030AD)

1.4.12.1 Payment

Payment will be made for all labor, material and equipment to provide and install the 8 inch SDR 35 PVC pipe for the flow equalization return pipe, as indicated in the Project Drawings as an Option 3 item. Costs should include excavation, pipe, pipe installation, pipe bedding, backfill, compaction, testing and site clean-up.

1.4.12.2 Measurement

Measurement will be based on the centerline length of the sanitary sewer after all pipe is installed in place, ready for service.

1.4.12.3 Unit of Measure

Unit of Measure: lineal feet (LFT).

SECTION 01 22 00 Page 17

1.4.13 Liner Penetration and Pipe Support Facilities in the Primary and Secondary Flow Equalization Basin (Bid Item 0030AE)

1.4.13.1 Payment

Payment will be made for all labor, material and equipment costs required to install the concrete supports and modifications to the pond liner, as detailed in the Project Drawings as an Option 3 item. Costs should include excavation, ready mix concrete, reinforcing steel, labor for installation, additional pond liner material, sealing the new pond liner to the existing pond liner, backfill, compaction and site clean-up.

1.4.13.2 Measurement

Measurement will be based on number of line penetration/pipe support units installed, complete in place.

1.4.13.3 Unit of Measure

Unit of Measure: each (EA).

1.4.14 HDPE Liner in Converted Polishing Lagoon Flow Equalization Basin (Bid Item 0030AF)

1.4.14.1 Payment

Payment will be made for all labor, equipment and material costs required to provide and install the HDPE pond liner in the converted equalization basin, as indicated on the Project Drawings. Costs should include final grading of the converted basin to receive the liner, providing and installation of liner in the converted basin, anchoring the pond liner in place, backfill, compaction, surface restoration and site clean-up.

1.4.14.2 Measurement

Measurement will be based on actual field measurements of the pond liner, installed in place.

1.4.14.3 Unit of Measure

Unit of Measure: square yards (SYD).

1.4.15 Performance and Payment Bonds (Bid Item 0030AG)

1.4.15.1 Payment

Payment will be made for all additional costs associated with securing the Performance Bond and the Payment Bond for the increased value of Bid Items 0036 through 0041 (Option 3 Bid Items). The Government will pay the actual cost of the bonds, or the Contractor's bid price, whichever is less.

1.4.15.2 Unit of Measure

Unit of Measure: lot.

SECTION 01 22 00 Page 18

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00 Page 19

SECTION TABLE OF CONTENTS

DIVISION 33 - UTILITIES

SECTION 33 32 13.13

PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

furnishing and installing a package-type underground wet well type sewage-lift station

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DESIGN REQUIREMENTS

1.4 PROTECTION FROM MOVING PARTS

1.5 NAMEPLATES

1.6 FIELD REPRESENTATIVE

1.7 GENERAL REQUIREMENTS

PART 2 PRODUCTS

2.1 PUMP AND MOTOR ASSEMBLY

2.2 GUIDE SYSTEM

2.3 CHECK VALVES

2.4 ISOLATION VALVES

2.5 ELECTRICAL VALVE ACTUATOR

2.6 AIR RELEASE VALVE

2.7 PIPING

2.8 PUMP STATION BYPASS SYSTEM

2.9 PRESSURE GAUGES

2.10 WET WELL ACCESS HATCH

2.11 3-PHASE PANELBOARD

2.12 ONE-PHASE LIGHTING/ENVIRONMENTAL PANEL

2.13 PUMP CONTROL SYSTEM

2.13.1 General

2.13.2 Controller

2.13.3 Transducer

2.13.4 Redundant Control System

2.14 STATION MONITORING SYSTEM

2.15 MAGNETIC FLOW METER

2.15.1 Flow Sensor

2.15.2 Flow Converter

2.15.3 Display Unit

2.15.4 Materials

2.15.5 Operator Functions

2.16 VARIABLE FREQUENCY DRIVES

2.16.1 General

2.16.2 Protective Features

2.16.3 Interface Features

2.16.4 Adjustments

2.16.5 Service Conditions

SECTION 33 32 13.13 Page 1

2.16.6 Quality Assurances

2.17 ENGINE GENERATOR SET

2.17.1 Operating Conditions

2.17.2 Engine Generator and Engine Equipment

2.17.2.1 Performance

2.17.2.2 Construction

2.17.2.3 AC Generator

2.17.2.4 Generator Set Microprocessor Control

2.17.2.4.1 Control Switches

2.17.2.4.2 Alarm Lamps and Status Display

2.17.2.4.3 Engine Control Functions

2.17.2.4.4 Alternator Control Functions

2.17.2.4.5 Other Control Functions

2.17.2.5 Other Equipment to Be Provided with Generator Set

2.17.2.6 Generator Model

2.18 AUTOMATIC TRANSFER SWITCH

2.18.1 General

2.18.2 Ratings

2.18.3 Fabrication

2.18.4 Connections

2.18.5 Operator Controls

2.18.6 Internal Controls

2.18.7 Control Interface

2.18.8 Enclosure

2.18.9 Open Transition Operation

2.18.10 Other Requirements

2.19 STRUCTURAL ASSEMBLY

2.19.1 General

2.19.2 Sound Attenuated Enclosure

2.19.3 STEEL BASE ASSEMBLY

2.19.4 Electrical Assembly

2.19.5 Environmental Systems

2.19.6 Intake and Exhaust Louvers

2.20 OPERATION AND MAINTENANCE MANUALS

2.21 START-UP AND TESTING

2.21.1 Factory Testing

2.21.2 Start-Up

2.21.3 Field Testing

2.22 MANUFACTURED EQUIPMENT

2.23 WARRANTY

2.23.1 Station Warranty

2.23.2 Pump Warranty

2.23.3 Flowmeter Warranty

2.23.4 VFD Warranty

2.23.5 Generator and Transfer Switch Warranty

2.24 TABLE 1

2.25 TABLE 2

2.26 TABLE 3

PART 3 EXECUTION

3.1 GENERAL

3.2 TESTS

3.3 OPERATION AND MAINTENANCE

-- End of Section Table of Contents --

SECTION 33 32 13.13 Page 2

SECTION 33 32 13.13

PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 198 (2010) Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants

ASTM INTERNATIONAL (ASTM)

ASTM C478 (2013) Standard Specification for Precast Reinforced Concrete Manhole Sections

ASTM C478M (2013) Standard Specification for Precast Reinforced Concrete Manhole Sections (Metric)

1.2 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 must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit Material, Equipment, and Fixtures List in accordance with paragraph entitled, "General Requirements", of this section; G, AE

SD-02 Shop Drawings

Submit the following in accordance with paragraph entitled, Design Requirements of this section; G, AE

Fabrication Drawings; G, AE

Erection/Installation Drawings; G, AE

SD-03 Product Data

Submit Manufacturer's Catalog Data and Equipment Data for the following items; G, AE

SECTION 33 32 13.13 Page 3

Submit Spare Parts Data also for the following in accordance with paragraph entitled, "General Requirements," of this section.

Manhole Chambers

EPA-CPG Compliance; G, CS

Entrance Covers; G, AE

Sewage Pumps; G, AE

Pump Controls; G, AE

Impellers; G, AE

Couplings; G, AE

Bearings; G, AE

Valves; G, AE

Piping

Heating, Ventilating and Air Conditioning Unit

Dehumidifier

Electric Motors; G, AE

SD-05 Design Data

Submit Design Data of Motor/Pumps; G, AE with manufacturer part number following:

Speed of Rotation; G, AE

Bearing Style; G, AE

Bearing Type; G, AE

SCR Firing Frequencies; (for variable speed motors)G, AE

Pump Impellers; G, AE

SD-07 Certificates

Submit the following in accordance with paragraph entitled, "General Requirements," of this section.

Safety Considerations

Submit Certificates for the following items in accordance with the applicable reference standards and description of this section.

SD-08 Manufacturer's Instructions

Submit Manufacturer's Instructions including special provisions required to install equipment components and system packages for the following items:

SECTION 33 32 13.13 Page 4

Submit operating instructions, including standard operating procedures with startup, shutdown, and emergency operation for Package Lift Station, and the following:

Entrance Covers

Sewage Pumps

Pump Controls

Impellers

Valves

Piping

Heating, Ventilating and Air Conditioning Unit

Dehumidifier

Electric Motors

Submit the following in accordance with paragraph entitled, "General," of this section.

Preventative Maintenance and Inspection

Special Tools

Posted Instructions

SD-10 Operation and Maintenance Data

Submit Operation and Maintenance Manuals for package lift stations including the following in accordance with paragraph entitled, "Operation and Maintenance," of this section.

Equipment Description

Assembly and Installation Procedures

Adjustment and Alignment

Checkout Procedures

Procedures of Operation

Troubleshooting

1.3 DESIGN REQUIREMENTS

The contractor shall furnish and install, as shown on the plans, one (1) pre-fabricated, skid mounted, weatherproof, wastewater pump station. The standby power system within the pump station shall monitor incoming electrical utility and shall provide its own standby power to the pump station in the event of power loss, phase loss, etc. The pump station and appurtenances shall be maintained in a prefabricated structure designed to provide resistance to rusting, operational reliability through

SECTION 33 32 13.13 Page 5 environmental control, and provide ease of access to housed components. It is the supplier's responsibility to include all necessary appurtenances to provide for a complete, automatic, and smooth operating pump station, that is delivered to the job site, as one structure with all internal components complete and ready for service, set and anchored to a foundation and connected to all utilities and piping required.

The principal items of equipment shall include, but not be limited to, the following

Wastewater pumps and motors Wastewater piping and valves Pump control system Engine generator set Engine control Generator control Automatic transfer switch Prefabricated structure Intake and exhaust louvers and ductwork Environmental accessories

Service life - 20 years

Pump capacity 230 gallons per minute (gpm)

Total head 91 feet

Rotational speed - 1740 revolutions per minute (rpm)

Motor size - 20 horsepower (hp)

Submit Fabrication Drawings after receiving tentative approval of the equipment and the materials list but before installation, contractor to submit drawings covering necessary or recommended changes to accommodate the equipment offered. Show clearly on the drawings the design of the chamber, with dimensions, types, and thicknesses of materials, and elevation levels with reference to those elevations indicated.

Submit Erection/Installation Drawings for the wet well chamber with the required equipment and accessories that are inclusive. Precast reinforced concrete manhole sections are to conform to ASTM C478M ASTM C478, and AASHTO M 198. Show clearly on the drawings the design of the chamber, with dimensions, types, and thicknesses of materials, and elevation levels with reference to those elevations indicated.

Provide the following motor/pumps design data provided prior to final turnover - RPM of motor; bearings, bearing type, bearing style; SCR firing frequencies; and size of pump impellers.

1.4 PROTECTION FROM MOVING PARTS

Locate and guard belts, pulleys, chains, gears, couplings, projecting setscrews, keys, and other rotating parts in accordance with applicable OSHA standards and so that personnel are properly protected from injury.

1.5 NAMEPLATES

Provide the manufacturer's name or trademark on a corrosion-resistant identification plate or cast integrally, on each item of equipment, SECTION 33 32 13.13 Page 6 stamped, or otherwise permanently marked in a conspicuous place. Include on the pump identification plate the pump capacity in gpm, pump head in feet and speed of rotation. Cast on the body of the pump the direction of rotation. Indicate all necessary information to complete identification such as the manufacturer.

1.6 FIELD REPRESENTATIVE

A representative of the lift station manufacturer is to direct the startup of the station and instruct representatives of the Government in startup and operation procedures.

1.7 GENERAL REQUIREMENTS

Submit Material, Equipment, and Fixtures List of all major components including manufacturer's catalog numbers, specification and drawing reference number, warranty information, and fabrication site.

Submit Listing of Product Installations similar to the prefabricated lift station the Contractor is installing.

Submit Safety Considerations including information relating to load limits, speed of operation, environmental criteria (temperature and pressure limitations), and personnel hazards and equipment safety precautions for the prefabricated lift station.

Submit Spare Parts Data, including a complete list of parts and supplies with current unit prices and source of supply. List parts and supplies that are either normally furnished at no extra cost with the purchase of equipment, or specified to be furnished as a part of the contract, and list additional items recommended by the manufacturer to ensure an efficient operation for a period of one year.

PART 2 PRODUCTS

Verify conformance of materials and equipment for prefabricated lift station to the referenced publications or as specified. Verify manufacturers regularly engaged in the manufacture of such products.

2.1 PUMP AND MOTOR ASSEMBLY

Furnish and install three submersible chopper pumps which shall be capable of continuous operation while pumping unscreened sewage wastewater in accordance with the operating condition and details defined at the end of this specification. Materials shall be chopped/macerated and conditioned by the pump as an integral part of the pumping action.