A22_Amendment_0006_W912P8-16-B-0038-0006.pdf

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

Reference Solicitation No. W912P8-16-B-0038, for New Orleans To Venice, Hurricane Protection System, NOV-NF-W-06B3, West Pointe A La Hache, Gulf South Pipeline And Siphon T-Walls, Plaquemines Parish, Louisiana, is amended as follow s:

Please see continuation pages for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY 13-Jul-2016

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 W912P8-16-B-0038

X 9B. DATED (SEE ITEM 11)

26-May-2016

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 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

13-Jul-2016

CODE

VICKSBURG DISTRICT CONTRACTING OFFICE

4155 CLAY ST.

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P8-16-B-0038

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

STANDARD FORM 1442

SF1442 is revised and replaced in its entirety- Notate the change in Block 11 from“580 calendar days” to “690 calendar days”.

SECTION 00010

Pages 00010-3, 4, 5, and 6. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, 5, and 6 therefore.

SECTION 00100

3. Page 7, paragraph EVALUATION OF SUBDIVIDED ITEMS. Delete this paragraph in its entirety and substitute the following therefore:

“52.211-5000 EVALUATION OF SUBDIVIDED ITEMS (MAR 1995)

Item Nos. 0011, 0028, 0029, 0031, 0035, and 0036 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subitems.”

(End of Clause)

SECTION 00700

1. Page 4, paragraph 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Change “580 calendar days” to “690 calendar days”.

2. Page 4, paragraph 52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES — SUBDIVIDED ITEMS. Delete this paragraph in its entirety and substitute the following therefore:

“52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES — SUBDIVIDED ITEMS

(MAR 1995).

(a) Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for Item Nos. 0011, 0028, 0029, 0031, 0035, and 0036 is less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0011, 0028, 0029, 0031, 0035, and 0036.

contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211- 18, Variation in Estimated Quantity.

(c) If the quantity of work performed under Nos. 0011, 0028, 0029, 0031, 0035, and 0036 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.”

(End of Clause)

SECTION 01100

Pages 32, 33, 34, 35, 36, and 37. Delete these pages in their entirety and substitute the attached revised pages 32, 33, 34, 35, 36, 37, 38, and 39 therefore:

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore.

SECTION 01 53 00.01 12

1. Page 2, paragraphs 1.1 and 1.2. Delete these paragraphs in their entirety and substitute the following therefore:

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, materials, equipment, and performing all operations necessary for designing, installing, and removing temporary flood protection. The Contractor shall maintain flood protection up to required elevation specified in paragraph “DESIGN CRITERIA”, at all times throughout the duration of this contract.

1.2 MEASUREMENT AND PAYMENT

No measurement will be made for work required by this section. Payment for temporary flood protection including design, installation, drainage, maintenance, removal, and any incidental work as required, will be made at the contract job price for "Temporary Flood Protection”.

Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment for work required by this section.”

2. Page 2, paragraph 1.3, subparagraph (1). Delete this subparagraph in its entirety and substitute the following therefore:

“(1) Design and layout of temporary flood protection.”

3. Page 3. Add the following new paragraph as.

“1.5 DESIGN CRITERIA

The temporary flood control structures shall be designed for a minimum top elevation of 6.0 feet. At his/her option, the Contractor may design the temporary flood control structures to a higher elevation to provide superiority over the adjacent existing flood protection structures (levees). The temporary flood protection shall be constructed of materials and in such manner that they will not be subject to detrimental erosion that could lead to their failure.

Construction of the temporary flood control structures shall in no way affect the stability of the existing flood protection. Design of the temporary flood control structures is the sole responsibility of the Contractor, and shall be performed and sealed by a registered professional engineer licensed to practice in the State of Louisiana. The Contractor shall submit to the Contracting Officer for his/her approval copies of the professional engineers design along with drawings showing the layout of the proposed temporary flood control structures with all pertinent dimensions and material types and sizes to be used in construction of the structures.

The copies submitted shall be in bound form.”

SECTION 03 31 00.00 12

Page 7, paragraph 1.4. Delete this paragraph in its entirety and substitute the following therefore:

“1.4 MEASUREMENT AND PAYMENT

No measurement will be made for concrete. Payment will be made at the applicable contract job price for "Reinforced Concrete Floodwall" or “Reinforced Concrete Scour Protection”.

Price and payment shall include the cost of all labor, materials, and the use of all equipment and tools required to complete the concrete work and furnishing and installing all miscellaneous metal. Reinforced concrete monoliths consist of base slabs, stabilization slabs, walls, reinforcing steel, formwork, waterstops, expansion joint filler, and other components incidental thereto. Reinforced concrete scour protection consist of concrete scour slabs/pad, reinforcing steel and dowels, formwork, expansion joint filler, and other components incidental thereto.”

SECTION 08 91 00

Add the attached new Section 08 91 00 to this contract.

SECTION 09 97 02.01 12

Page 19, paragraph 3.5. Delete this paragraph in its entirety and substitute the following

“3.6 PAINTING SCHEDULES

SYSTEM NO. 6

Items Or Surfaces To Be Coated: pipe piles (interior and exterior); T-wall sheet pile (both sides); retaining wall sheet pile. Pipe piles and T-wall sheet pile shall be painted starting at 3 inches above the stabilization slab, down to 15 feet below the stabilization slab (measured vertically along the pile section length). The top 15-ft of the retaining wall sheet pile shall be painted. The full length of the sheet pile for the discharge area shall be painted.

SURFACE

PREPARATION 1st COAT 2nd COAT 3rd COAT

White metal Coal tar- Coal tar- Coal tar-blast epoxy C-200a epoxy C-200a epoxy C-200a cleaning (black) (black) (black) (if needed to attain required thickness)”

SECTION 13 34 19

1. Page 21, paragraphs 2.1.8 and 2.1.9. Delete these paragraphs in their entirety and substitute the following therefore:

“2.1.8 Metallic-Coated Steel Sheet Pre-painted with Coil Stock Coating

Steel sheet metallic coated by the hot-dip process and pre-painted by the coil-coating process to comply with ASTM A755/A755M.

Zinc-Coated (Galvanized) Steel Sheet: ASTM A653/A653M, and ASTM A123/A123M.

2.1.9 High-Strength Bolts, Nuts, and Washers

ASTM A325, heavy hex steel structural bolts; ASTM A563 heavy hex carbon-steel nuts; and ASTM F436 hardened carbon-steel washers.

Finish: Hot-dip zinc coating, ASTM A153/A153M.

Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F1852, heavy-hex-head steel structural bolts with spline.

Finish: Plain”

2. Page 24, paragraph 2.4.1. Delete this paragraph in its entirety and substitute the following

“2.4.1 Steel Sheet

Roll-form steel roof and wall panels to the specified profile, with fy = 26 gauge and depth as indicated. Material must be plumb and true, and within the tolerances listed:

a. Galvanized Steel Sheet conforming to ASTM A653/A653M and AISI SG03-3.

b. Aluminum-Zinc Alloy-coated Steel Sheet conforming to ASTM A792/A792M and

AISI SG03-3.

c. Individual panels to have continuous length to cover the entire length of any unbroken roof slope and wall area with no joints or seams and formed without warping, waviness, or ripples that are not part of the panel profile and free of damage to the finish coating system.

d. Provide panels with thermal expansion and contraction consistent with the type of system specified;

Profile to be a 1-3/4 inch high standing seam, coverage to be a minimum height and width from manufacturer's standard for indicated roof slope and wall area, with mechanical crimping or snap-together seams with concealed clips and fasteners.”

SECTION 22 14 13.13

1. Pages 4, paragraph 1.4, subparagraph SD-02 Shop Drawings. Change “Siphon Air Valve” to “Automatic Air Release Valve”.

2. Pages 5, paragraph 1.4, subparagraph SD-03 Product Data. Change “Siphon Air Valve” to “Automatic Air Release Valve”. b. Change “Air Release Ball Valve” to “Manual Air Release Valve”.

3. Page 7, paragraph 2.1. Delete this paragraph in its entirety and substitute the following

“2.1 MATERIALS, PIPE, FITTINGS, AND COMPONENTS

(1) All pipe shall conform to ASTM 36, and shall have the minimum thicknesses as listed in the table below:

Pipe Size (I.D. (inches)) Thickness (inches)

18" 0.375”

(2) The pipe furnished shall be of uniform diameter and smooth outside surfaces suitable for ASTM F1476 flexible coupling shown on the drawings and specified herein.

(3) The piping and fittings shall be shop fabricated with all reinforcing steel shapes and flanged outlets shown on the drawings. The pipe shall be shipped to the jobsite completely fabricated so that as few joints as possible are field welded.

(4) All flanges and outlets shall conform to the requirements of AWWA C207 and AWWA C208 of the sizes indicated on the drawings.

(5) The discharge tube shall be furnished with welded lugs which shall be provided at all couplings to limit the possible tube expansion.”

4. Page 7, paragraph 2.2.1. Delete this paragraph in its entirety and substitute the following

“2.2.1 Bearing Pads

All discharge piping shall be supported by Teflon slide plates (bearing pads) at all saddle supports. The bearing pads shall consist of two 3/32" units of Teflon bonded to the pipe saddle plate. The Teflon shall have a minimum shore D hardness of 57 and a minimal tensile strength of 2000 psi. The bearing pad assembly shall be capable of supporting pad loads up to 1500 psi.

Bearing pad assembly shall be Piping Technology and Products Part #PTP - 3/32" TFE - 10 Ga. SS or approved equal.”

5. Page 10, paragraphs 2.16 and 2.17. Delete these paragraphs in their entirety and substitute the following therefore:

“2.16 AUTOMATIC AIR RELEASE VALVES

The automatic air release valves shall be paddle, float, or spring operated type capable of air release during priming that will maintain siphon under normal flow once primed.

2.17 MANUAL AIR RELEASE VALVES

The manual air release valve shall be a ball or gate type valve. Valve shall be capable of 2-way shutoff. For valves 2 inches and larger, provide full bore type. Valves smaller than 2 inches shall have one piece bodies and shall have a minimum bore not less than 55 percent of the internal cross sectional area of a pipe of the same nominal diameter.

2.17.1 Ball Valves

Valve shall be the non-lubricated, double seated, ball type that conforms to API 6D. Valve shall operate from fully open to fully closed with 90 degree rotation of the ball. Valve ball shall be constructed of stainless steel. Ball valves shall be lever operated.

2.17.2 Gate Valves

Gate valves shall be in accordance with AWWA C500 with stainless steel stems.”

SECTION 22 14 20

1. Page 4, paragraph 2.1. Delete this paragraph in its entirety and substitute the following

“2.1 DISCHARGE PIPE

The siphon discharge pipe shall be steel 72-inch outside diameter (OD), 3/8-inch wall, fabricated in accordance with requirements of AWWA C200. Steel plate for fabricated pipe shall meet the requirements of ASTM A283, Grade C or D, except that minimum yield point for steel shall be 35,000 pounds per square inch or greater. In order to minimize damage to factory applied protective coatings, field welding shall be held to a minimum and shall be performed only with the approval of the Contracting Officer. Submit shop drawings indicating pipe dimensions and fabrication lengths.”

2. Page 4, paragraph 2.3. Delete this paragraph in its entirety and substitute the following

“2.3 PROTECTIVE COATINGS

The interior and exterior surfaces of the new steel siphon discharge pipe (if Optional Work is exercised), wall thimbles and fittings shall be protectively covered with a liquid epoxy system in accordance with AWWA C210 and the coating specification. If the existing pipe is determined to be acceptable, the Contractor shall applying protective coatings as required by

AWWA C210.”

SECTION 31 23 00.00 12

1. Page 3, paragraph 1.1. Delete this paragraph in its entirety and substitute the following

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for excavation of existing levees, and all other excavation incidental to the construction of embankments as specified herein or as shown on the drawings.”

2. Page 3, paragraph 1.3.2. Delete this paragraph in its entirety and substitute the following therefore: “1.3.2 Reserved”.

3. Page 4, paragraph 1.4.2. Delete this paragraph in its entirety and substitute the following therefore: “1.4.2 Reserved”.

4. Page 5, paragraph 3.2.2. Delete this paragraph in its entirety and substitute the following therefore: “3.2.2 Reserved”.

SECTION 31 24 00.00 12

1. Page 4, paragraph 1.3.1. Delete this paragraph in its entirety and substitute the following

“1.3.1 Embankment

Unless otherwise specified, compacted fill, uncompacted fill, and required fill and backfill materials of any description specified in this section including fill placed by reason of soft material in the foundation being forced outward from the section will be measured for payment by the cubic yard, and quantities will be determined by the average end area method.

The basis for the measurement will be cross sections of the areas to be filled taken prior to clearing, grubbing, and vegetation removal operations and the theoretical design sections.

Embankment not constructed to design grade and section, including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. There will be no measurement or payment for tolerances. The basis for measurement of fill placed by reason of soft material in the foundation being forced outward from the section will be a survey of the area taken prior to the filling operations and a second survey of the same area after completion of the filling operations.”

2. Page 5. Add the following new paragraph, immediately after paragraph 1.3.4, as:

“1.3.5 Disposal of Unsuitable Excavated Material

Measurement for the disposal of unsuitable excavated material will be made by the cubic yard in approved vehicles at the site of the work. Allowance will not be made for wastage or shrinkage during transportation. Approved vehicles for this purpose may be of any type acceptable to the Contracting Officer. The body shall be that of any shape that the actual delivered contents may be readily and accurately determined and will remain constant. Unless all approved vehicles for the work are of uniform capacity, each vehicle must bear a plainly legible identification mark indicating its approved capacity. The Government may reject all loads hauled in non-approved vehicles. Prior to the Contractor's measurement of each load at the job site, he shall "level-off" each load within the approved vehicles so that an accurate measurement of each load can be made. After leveling off the load, the Contractor's Quality Control personnel shall measure each load at the site of work. The Government will inspect each load, check its yardage and witness the Contractor's measurement of each load.”

3. Page 5, paragraph 1.4.1. Delete this paragraph in its entirety and substitute the following

“1.4.1 Embankment

Payment for all compacted fill and uncompacted fill material placed as required in embankments, levee preloads, ramps, fill and backfill, and including additional material placed by reason of foundation settlement and by reason of soft material in the foundation being forced outward from the section during construction, will be made at the applicable contract unit price per cubic yard for "Embankment, Compacted Fill" or "Embankment, Uncompacted Fill". Price and payment shall constitute full compensation for furnishing all plant, labor, testing, employ of professional engineering services, equipment and material (except earth material), and performing all operations necessary for excavation, all testing, hauling, foundation preparation, material processing for moisture control and blending, placing and compacting the material and other incidental work required to complete the embankment or fill.”

4. Page 6. Add the following new paragraph, immediately after paragraph 1.4.5, as:

“1.4.6 Disposal of Unsuitable Excavated Material

Payment for disposal of unsuitable excavated material from required excavations will be made at the contract unit price per cubic yard for "Disposal of Unsuitable Excavated Material".

Price and payment shall constitute full compensation for furnishing all plant, labor, testing, employ of professional engineering services, equipment and material, and performing all operations necessary for excavation, all testing, hauling, and disposal of the unsuitable material and other incidental work required to remove the unsuitable material from the project site.”

5. Page 13. Add the following new paragraph, immediately after paragraph 2.1.4, as:

“2.2 UNSUITABLE MATERIALS FROM REQUIRED EXCAVATIONS

Unsuitable materials from the required excavations, which are not classified as suitable embankment materials, shall be removed from the project site.

6. Page 14. Add the following new paragraph after paragraph 3.2.1 as:

“3.2.2 Uncompacted Fill

The location and extent of the uncompacted fill is as shown on the drawings. Uncompacted fill shall be used to fill existing ditches, canals and channels. Uncompacted fill shall be placed in approximately horizontal layers not exceeding 2 feet in thickness. The layers shall be uniformly spread, distributed, and otherwise manipulated during placement to such an extent that individual loads of material deposited on the fill will not remain intact, and large, open voids in the fill will be eliminated. Layers shall be started full out to the slope stakes, and shall be carried in lifts approximately horizontal and parallel to the centerline with sufficient crown or slope to provide satisfactory drainage during construction. Lifts shall be placed in a manner that prevents shrinkage cracks and open voids from developing in previously placed lifts.

Where material must be placed in water, it shall be dumped therein until it reaches an elevation -1.0 (NAVD88). The material deposited under water shall be placed in such a manner as to ensure that any soft material will be forced progressively outward from the section and not be trapped within the base of the embankment.”

7. Page 17. Add the following new paragraph after paragraph 3.9 as:

“3.10 SEQUENCE OF CONSTRUCTION FOR UNCOMPACTED FILL

The Contractor shall place uncompacted fill to elevation -1.0 (NAVD88) and wait 60 days before compacted fill can be placed. After 60 days, the Contractor shall level the uncompacted fill surface with buckets and/or marsh buggy to prepare the surface for placement of compacted fill. The Contractor shall conduct a survey of the leveled surface to determine if the elevation is -1.0 (NAVD88). If the fill has consolidated and settled below elevation -1.0 (NAVD88), the Contractor shall then place additional uncompacted fill to reach a leveled surface of elevation -1.0 (NAVD88). The Contractor shall conduct additional survey to assure the fill meets the specified elevation of -1.0 (NAVD88).”

SECTION 31 62 14.00 12

Page 2, paragraph 1.3.2. Delete this paragraph in its entirety and substitute the following

“1.3.2 Load Frame and Test Piles

Pile test load frame and test piles will not be measured. Payment for the load frame and test piles will be made at the contract job price for "Load Frame and Test Piles". Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials for furnishing and driving twelve (12) test piles; load cell, and hydraulic jack;

driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes and all operations incidental thereto.”

SECTION 33 05 00.00 12

1. Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following

The work covered by this section consists of furnishing all plant, labor, equipment, shop drawings, and materials required to perform the operations in connection with the modification of existing utilities for the gulf south gas pipelines and the 72” diameter siphons. The work specified herein includes furnishing new utility pipe sleeves for the 72" diameter siphons and all work related; and providing jacking frames for the gulf south gas pipelines for installation of the utility sleeves. At the Gulf South Gas Pipelines, the Contractor shall be responsible for the work specified within Section 01100, paragraph entitled “UTILITIES AND IMPROVEMENTS”. The Contractor shall coordinate with the utility owners, and all work required to facilitate the modifications of utilities as shown on the drawings. All work shall be inspected and approved by the Contracting Officer and utility owner before covering with backfill. No elevations, slopes, or dimensions of existing utilities shall be changed unless specified on the drawings or otherwise directed by the Contracting Officer.”

2. Page 2, paragraph 1.3. Delete this paragraph in its entirety and substitute the following

“1.3 MEASUREMENT AND PAYMENT

Modifications to existing utilities will not be measured for payment. Payment will be made at the applicable contract job price for "Utility Modifications (Gulf South Gas Pipelines)" or “Utility Modifications (72” Dia. Siphons)”. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment required to excavate, fabricate and install the pipe sleeves for the 72" diameter siphons; and, to install the jacking frames and appurtenant items for the gulf south gas pipelines as specified herein and as shown on the drawings.”

SECTION 33 52 10

1. Pages 9 and 10, paragraph 1.4, subparagraph SD-03 Product Data. Delete this subparagraph in its entirety and substitute the following therefore:

“SD-03 Product Data; G, ED

Carbon Steel Pipe Chemical cleaning Stainless Steel Pipe Exterior Containment Piping System Pressure Gauge Swing Type Check Valve Wafer Type Check Valve Ball Valve Solenoid Valve Plug Valve (PTFE Sleeved Tapered Type) Plug Valve (Double Block and Bleed Type) Globe Valve Foot Valve Tank Overfill Prevention Valve Stainless Containment Pan

2. Page 10, paragraph 1.4, subparagraph SD-10 Operation and Maintenance Data. Delete this subparagraph in its entirety and substitute the following therefore:

“SD-10 Operation and Maintenance Data

Swing Type Check Valve Wafer Type Check Valve Ball Valve Solenoid Valve Plug Valve (PTFE Sleeved Tapered Type) Plug Valve (Double Block and Bleed Type) Globe Valve Pressure Relief Valve Pressure\Vacuum Relief Valve Foot Valve Tank Overfill Prevention Valve”

3. Page 15, paragraph 2.4.4, subparagraph a. Delete this subparagraph in its entirety and substitute the following therefore:

“a. Piping system shall be the factory fabricated, double-wall type that conforms to ASME B31.3 and NFPA 30. Product pipe shall be as indicated on the drawings and as specified herein. The exterior containment pipe shall be fiberglass reinforced plastic (FRP) that conforms to ASTM D5677 except as modified herein or carbon steel piping as specified in this section. Containment pipe shall be chemically compatible with the type of fuel to be handled, be non-corrosive, dielectric, non-biodegradable, and resistant to attack from microbial growth. Containment piping shall be capable of withstanding a minimum 5 psi air pressure. Containment piping and supports shall be designed to allow for drainage of liquids. Containment piping shall allow for complete inspection of the product piping before the containment piping is sealed.”

4. Page 20, paragraphs 2.6.9 and 2.6.10. Delete these paragraphs in their entirety and substitute the following therefore:

“2.6.9 Reserved

2.6.10 Reserved”

5. Page 21, paragraphs 2.7, 2.7.1, 2.7.2, 2.7.3, and 2.7.4. Delete these paragraphs in their entirety and substitute the following therefore:

“2.7 RESERVED”

6. Page 23, paragraph 3.1.1. Delete this paragraph in its entirety and substitute the following therefore: “3.1.1 Reserved”.

7. Page 26, paragraph 3.1.13. Delete this paragraph in its entirety and substitute the following therefore: “3.1.13 Reserved”.

SECTION 33 56 10

1. Page 3, paragraph 1.1. Delete this paragraph in its entirety and substitute the following

This section defines the requirements for providing one 500 gallon factory-fabricated fuel storage tank with a factory-fabricated fully-enclosed steel secondary containment, and all required supports and anchors.”

2. Page 5, paragraph 1.4, subparagraph SD-03 Product Data. Delete this subparagraph in its entirety and substitute the following therefore:

“SD-03 Product Data

Aboveground Storage Tank; G, ED Tank Protective Coatings Tank Gauges”

3. Page 5, paragraph 1.4, subparagraph SD-08 Manufacturer's Instructions. Delete this subparagraph in its entirety and substitute the following therefore:

“SD-08 Manufacturer's Instructions

Aboveground Storage Tank Tank Gauges”

4. Page 10, paragraph 2.6.7. Delete this paragraph in its entirety and substitute the following

“2.6.7 Overfill Prevention Valve

The fuel fill line shall be fitted with an overfill prevention valve that will automatically and positively shut off the flow when the fuel in the tank reaches a predetermined level. The valve shall be OPW 61F Stop-1000 AST Overfill Prevention Valve or approved equal.”

5. Page 10, paragraph 2.6.7. Delete this paragraph in its entirety and substitute the following

6. Page 10, paragraph 2.6.8. Delete this paragraph in its entirety and substitute the following therefore: “2.6.8 Reserved”.

DRAWINGS

1. SHEET IDENTIFICATION Nos. G-003, C-001, C-100, C-103, C-206, C-207, C-208, C- 209, C-307 through C-310, C-313, S-106, S-108, S-502, S-503, S-511, S-512, S-514, S-515, E- 202, E-202, E-301, and M-100 through M-103. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-003, C-001, C-100, C-103, C-206, C-207, C-208, C-209, C-307 through C-310, C-313, S-106, S-108, S-502, S-503, S-511, S-512, S-514, S-515, E-202, E-301, and M-100 through M-103 therefore.

2. Add the attached new drawings SHEET IDENTIFICATION Nos. C-314 through C-324, and S-112.

W42HEM61200377

NEW ORLEANS TO VENICE, HURRICANE PROTECTION SYSTEM, NOV-NF-W-06B.3, WEST POINTE A LA

HACHE, GULF SOUTH PIPELINE AND SIPHON T-WALLS, PLAQUEMINES PARISH, LOUISIANA

DESCRIPTION OF WORK: The work consists of the constructing new floodwall to include: reinforced concrete walls, driving steel sheet piling, driving steel pipe piling, compacted embankment fill, clearing and grubbing, grouted riprap, structural excavation and backfill, painting, turf establishment, culverts, demolition, temporary flood protection, utility modifications, silt fencing, and other incidental work.

The estimated value of the proposed work is between $10,000,000 and $25,000,000.

ESTIMATED VALUE OF THE PROPOSED WORK IS BETWEEN $1,000,000 AND $5,000,000

X

DUSTIN G. CANNADA (601)631-7546

NOTE: In this request for proposal, "bid" and "bidder" mean "offer" and "offeror".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

19 May 2016

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

SEE SPECIAL NOTICES TO BIDDERS

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by

GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within 10 calendar days and complete it within (690 calendar days after receiving

230 calendar days after receiving award, X Notice to proceed. This performance period is X mandatory, negotiable. ( See Section 0700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original to perform the work required are due at the place specified in Item 8 BY 21 July 2016 @ 1400.

If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

VICKSBURG CONTRACTING OFC

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE

PAGE

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

(601)631-7261 FAX: TEL: TEL: FAX:

20B. SIGNATURE

(REV. 4-85) STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) Page 2 (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

SEE SCHEDULE

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

96NA X 3125.000 B2 X 08 2412 NA 961262 3230 29F027

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE 27. PAYMENT WILL BE MADE BY: 964145

US ARMY CORPS OF ENGRS FINANCE CENTER

5722 INTEGRITY DRIVE

MILLINGTON TN 38054-5005

26. ADMINISTERED BY

U.S. ARMY CORPS OF ENGINEERS

NEW ORLEANS AREA OFFICE

7400 LEAKE AVENUE,

RM 186 NEW ORLEANS, LA 70118

(Include ZIP Code) 14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14) 16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this 28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

00010-3 Ed 14-031

SECTION 00010 – BIDDING SCHEDULE

New Orleans to Venice, Hurricane Protection System, NOV-NF-W-06B.3, West Pointe A La Hache, Gulf South Pipeline and Siphon T-Walls, Plaquemines Parish, Louisiana

Item Description Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

Video and Photographic Documentation

1 JOB

0003 Web Camera System 1 JOB

Removal of Existing 72” Dia.

Siphon Discharge Pipe

1 JOB

0005* Modification and Delivery of Existing 72” Dia. Siphon Discharge Pipe

1 JOB

0006* Elevated Work Platform/Floating Plant

1 JOB

0007* Existing Pump Station Relocation Work

1 JOB

0008* Temporary Flood Protection 1 JOB

Temporary Retaining Structures (Gulf South Pipeline)

1 JOB

Temporary Retaining Structures (72" Dia. Siphons)

1 JOB

0011 Silt Fences LF

0011AA First 1,000 LF 1,000 LF

0011AB All Over 500 LF 500 LF

Truck Wash-Down Rack (Gulf South Area)

1 JOB

Truck Wash-Down Rack (Siphon Area)

1 JOB

0014 Drainage Pumping Assessment 1 JOB

0015 Demolition Work 1 JOB

0016 Reinforced Concrete Floodwall 1 JOB

0017* Reinforced Concrete Scour Protection

1 JOB

0018 Miscellaneous Metalwork 1 JOB

00010-4 Ed 14-031

0019 Walkway Ramps 1 EA

0020 Pump House Construction 1 JOB

Discharge Pipe, Fittings, Valves, and Pipe Supports

1 JOB

Installation of 72" Dia. Siphon Discharge Pipes

496 LF

0023 Electrical Work 1 JOB

0024 Separator Geotextile 286 SY

0025 Reinforcement Geotextile 825 SY

0026 Clearing and Grubbing 1 JOB

0027 Construction Dewatering 1 JOB

0028 Embankment, Compacted Fill

0028AA First 13,000 CY 13,000 CY

0028AB All Over 13,000 CY 3,000 CY

0029* Embankment, Uncompacted Fill

0029AA First 2,900 CY 2,900 CY

0029AB All Over 2,900 CY 4350 CY

0030 Sand Fill 4,000 CY

0031* Disposal of Unsuitable Excavated Material

0031AA First 11,100 CY 11,100 CY

0031AB All Over 11,100 CY 3,350 CY

0032 Grouted Riprap 1,630 CY

0033 Piling, Steel Sheet, Type PZ-22 15,973 SF

0034 Piling, Steel Sheet, Type PZ-35 2,533 SF

0035 Compression Pile Test

0035AA First 3 Compression Test 3 EA

0035AB All Over 3 Compression Test 3 EA

0036 Tension Pile Test

0036AA First 3 Tension Test 3 EA

0036AB All Over 3 Tension Test 3 EA

00010-5 Ed 14-031

0037 Load Frame and Test Piles 1 JOB

0038* Furnish Steel Pipe Piles 33,901 LF

0039* Drive Steel Pipe Piles 33,901 LF

0040 Asphaltic Paving 245 SY

0041 Surfacing 50 CY

Turf Establishment and Maintenance

3 ACRE

0043* Utility Modifications (Gulf South Gas Pipelines)

1 JOB

0044* Utility Modifications (72” Dia.

Siphons)

1 JOB

0045 Corrugated Metal Arch Pipe 60 LF

Fuel Storage Tank and Supply System

1 JOB

0047 Riprap (T-Wall M-8 and M-9) 477 TON

0048 Riprap (T-Wall M-6) 56 TON

TOTAL BASE WORK: $

OPTIONAL WORK AREA (OW)

Furnishing New 72" Dia. Siphon Discharge Pipes - (OW)

496 LF

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK: $

* Denotes a change from the previous Bid Schedule. Changes include the Bid Item name and/or a new Bid Item. Also note that most Bid Item numbers have changed.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

00010-6 Ed 14-031

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPaym ent.aspx

NOTE 5: OPTIONAL WORK ITEM. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Item, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTION WORK Item by written notice to the Contractor. Bidders shall bid on all items including optional item (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that the OPTIONAL WORK item is exercised under the terms of the contract, but not later than 200 calendar days from contract required completion, the time required for completion of the contract will not be adjusted. The work shall be performed concurrent with original contract duration of 690 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND

COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

00010-7 Ed 14-031

Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/ Department of Veterans Affairs–VOW to Hire Heros Act http://benefits.va.gov/vow/ Army Wounded Warrior Program – http://wtc.army.mil/modules/employers/index.html U.S. Chamber of Commerce Foundation–Hiring Our Heros http://www.hiringourheroes.org/ Guide to Hiring Veterans – Reference Material https://www.whitehouse.gov/sites/default/files/docs/white_house_business_coun cil_-_guide_to_hiring_veterans_0.pdf http://www.dol.gov/vets/ http://benefits.va.gov/vow/ http://wtc.army.mil/modules/employers/index.html http://www.hiringourheroes.org/ http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-https://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf https://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf

01100 - 32 Ed 14-031 emergency closures during impending high water or storm tidal surges, and repair of permanent construction damaged by installation of the emergency gap closure will be made under the Contract clauses in Section 00700 entitled, “CHANGES (FAR 52.243-4).”

28. PROJECT ACCESS

Access roads and Right of Way (ROW) for this project will be shared with Contractors performing work under separate Government contracts for the entire duration of this contract. The Contractor shall coordinate access, staging areas, ingress and egress to the project site, etc with all Government contractors performing work for these projects throughout the duration of this contract. Any difficulty in contacting or obtaining cooperation from the adjacent Government Contractors shall be brought to the immediate attention of the Contracting Officer’s representative. The shared access roads are shown on the drawings. A short description of work for each project being constructed by other Government Contractors is shown below:

a. Project NOV-6b.4 (Levee Pre-loads Construction): The work performed under this project includes the levee pre-loads near the gulf south gas pipelines, and re-route of the existing drainage canal (refer to SHEET ID C-100 for details). The pre-loads will be used as part of the levee tie-in for this contract (NOV-6b.3).

b. Project NOV-6a.2 (Levee Construction): The work performed under this project includes levee construction up to the pre-loads and T-Walls built near the gulf south gas pipelines, in addition to drainage ditches constructed on the protected side of the levee. The levee built as part of NOV-6a.2, in conjunction with the utility T-Walls will serve as the new line of hurricane protection.

c. Project NOV-6a.3 (Levee Construction): The work performed under this titled project includes levee construction south of the work being performed as part of the NOV-6b.3 project. A portion of this project (NOV-6a.3) area will be used as a staging area for this contract (NOV-6b.3). No levee work will be performed within limits of construction for this contract (NOV-6b.3).

The Contractor shall maintain the existing levee access roads within the construction easement as directed by the Contracting Officer’s representative (COR). If surfacing material is required; or, if directed by the Contracting Officer, the material shall meet the requirements of Section 32 15 00.00 12, SURFACING. Payment for all work required for maintenance of the existing levee access roads will be made under the Contract clauses in Section 00700 entitled, “CHANGES (FAR 52.243-4).”

29. REUSE OF EXISTING 72” DIA. DISCHARGE SIPHONS

1. Removal/Inspection of Existing Siphons. The Contractor shall remove and reinstall a portion of the existing 72” diameter discharge siphons, as shown on the drawings. After removal, the Contractor shall clean debris, mud, etc. from the pipes

01100 - 33 Ed 14-031 prior to inspecting. After cleaning the pipes, the Contractor shall perform a visual inspection to determine their structural integrity and soundness. The removed pipe shall also be visually inspected by USACE Engineering Division prior to submission of the inspection report by the Contractor. The Contractor shall reinstall the existing 72” diameter discharge siphons, depending on results of inspection, when ordered by the Contracting Officers representative. Inspections required for the existing pipe are, but not limited to, the items listed below:

a. Inspect pipe walls (inside and outside) for excessive corrosion.

b. Inspect pipe joints for leaks.

2. Reports. Upon completion of the pipe inspections, the Contractor shall submit a detailed inspection report of his/her findings for review and approval by the Contracting Officer. The report shall be titled: “Existing 72” Dia. Siphons Inspection Report”. The inspection report shall include, but not be limited to:

a. A detailed write-up of findings with recommendation,

b. Inspection reports,

c. Photographs (digital & hard copy), etc, in order to make a determination of whether these pipes may be reused. Final approval and reuse of the existing discharge pipes will be determined by the Contracting Officer.

3. Reuse. After removal and inspection of the specified portions of the existing 72” diameter discharge siphons, and the determination is made by the Contracting Officer representative to reuse the existing discharge siphons, the Contractor shall:

(1) Ensure that all nuts, bolts, and washers are new which replace the existing, in accordance with the requirements specified in Section 22 14 20, “72" DIA.

SIPHON DISCHARGE PIPE”.

(2) Ensure that the interior and exterior surfaces receive protective coatings as specified in in Section 22 14 20, “72" DIA. SIPHON DISCHARGE PIPE”, paragraph PROTECTIVE COATINS.

(3) Ensure that all other requirements, for reinstallation of the existing 72” diameter discharge siphons are in accordance with the applicable requirements of Section 22 14 20, “72" DIA. SIPHON DISCHARGE PIPE”.

4. Removal of Existing Discharge Pipe. No measurement will be made for removal of the…