amendment0002.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

CXT SHOWER BULDING INSTALLATION FOR BUNCOMBE CREEK C-LOOP PUA LAKE TEXOMA, OK

The amendment corrects clause 52.211-10 and revises the attachment to remove paragraphs (d) & (e). The proposal due date is extended to Feb 17, 2017 02:00 PM CST.

1. CONTRACT ID CODE PAGE OF PAGES

1 11

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

16C. DATE SIGNED

BY 10-Feb-2017

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 W912BV-17-Q-0036

X 9B. DATED (SEE ITEM 11)

20-Jan-2017

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 X is extended, 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

10-Feb-2017

CODE

CONTRACTING DIV

USACE, TULSA 1645 S 101 E AVE

TULSA OK 74128-4609

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV-17-Q-0036

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

The required response date/time has changed from 15-Feb-2017 02:00 PM to 17-Feb-2017 02:00 PM.

The contractor period of performance end 30 has been deleted.

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

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

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than see (scope of work) calendar days. * The time stated for completion shall include final cleanup of the premises.

*The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

SECTION 01 10 00 - STATEMENT OF WORK

The following have been modified:

SCOPE OF WORK

S P E C I F I C A T I O N S

LAKE TEXOMA

OKLAHOMA & TEXAS

CXT SHOWER BULDING INSTALLATION

FOR

BUNCOMBE CREEK C-LOOP PUA

PART 1 – GENERAL

1.1 SCOPE OF WORK

These specification and drawings covers requirements for contractor to furnish all materials, labor, and equipment necessary to demo and remove the existing restroom, construct a pad for a CXT Navajo shower building, plumb sewer and water stub ups, install electrical stub ups, make final connections of sewer, water, and electrical stub ups, place sidewalks, landscape, install new sewer lines from stub ups to existing sewer trash tank, install new sewer lift station control unit and wiring for pumps and floats, and install new electrical service wiring from existing transformer to new restroom. The site is located at Buncombe Creek Public Use Area (PUA), Marshall County, Oklahoma, Lake Texoma.

1.2 REFERENCES

ACI 318, ACI 301 and ACI 306, DEQ

1.3 BASIS FOR PAYMENT

Partial and Full Payment.

1.4 WORK HOURS

Regular work hours will be from 8:00 am – 4:30 pm Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the Contracting Officer.

1.6 COMPLETION TIME

Work required before placement of CXT shower building shall be completed in 30 calendar days after notice to proceed. Work Required after placement of the CXT shower building shall be completed in 30 days after final placement of CXT shower building.

1.7 SAFETY REQUIREMENTS

The contractor shall comply with the Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 dated 15 Sept 2008, and all applicable Federal, State, and local safety codes and practices. It is the contractor’s responsibility to insure public safety during the entire duration of the contract. Necessary signs, barriers, warning devices, etc. shall be operated and maintained by the contractor at contractor expense. Contractor employees shall comply with the minimum dress requirements as stated in Chapter 7 of EM 385-1-1.

1.8 EQUIPMENT

All equipment used to perform work under this contract shall be in good operating and mechanical condition and shall comply with Section 18 of EM 385-1-1. Equipment shall be inspected by the contractor and the inspection reports shall be submitted to the Contracting Officer prior to utilization of such equipment to accomplish work on this contract.

1.9 WEATHER LIMITATIONS

Work shall not be done during adverse weather conditions that would cause damage to Government Property.

1.10 SUBMITTALS

The contractor may be required to furnish certain submittals. These submittals may be certifications of materials, safety plans, drawings, training certifications, work plans, etc. These will be specifically listed and shall be furnished to the Contracting Officer. Submittals requiring Government approval shall be formally prepared and approval granted prior to proceeding with work involving these submittals. FIO (For Information Only) submittals do not require Government approval.

1.11 PREWORK CONFERENCE

A prework conference will be held with the Contracting Officer and contractor prior to the commencement of any work. The contractor’s responsible person and necessary administrative staff will be required to attend this meeting. Procedures for proper invoicing and payment, schedule, etc., will be covered at this time.

1.12 ENVIRONMENTAL CLEANUP

The contractor shall maintain a clean work area at all times. The contractor shall be responsible for the protection of the environment and will be required to restore all damages subject to the approval of the contracting officer. The contractor shall remove and dispose of all debris off Government property in a state approved disposal site unless specified otherwise. The contractor will be required to comply with all Federal and State environmental requirements.

1.13 COORDINATION OF WORK

Dusty Pollard Civil Engineering Tech. – Phone: (903) 465-4990 X 7825

Cell: (580) 230-8826 Joe Custer Lake Manager - Phone: (903) 465-4990 X 7814 Tommy Holder, Asst. Lake Manager - Phone: (903) 465-4990 X 7810 Fax (903) 465-6571

1.14 INVOICES

Invoices shall be submitted to the Lake Texoma Project Office for processing at:

Attn. Dusty Pollard Lake Texoma Project Office 351 Corps Rd Denison, TX 75020

1.5.Weather Delays. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT

1989) (ER 415-1-15)

1.5.1. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled “Default: (Fixed Price Construction)”. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

1.5.2. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor’s progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 5 5 4 4 4 4 3 4 4

1.5.3. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily Contractor Quality Control (CQC) report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent of more of the contractor’s scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 1.10.2, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work day, and issue a modification in accordance with the contract clause entitled “Default (Fixed Price Construction)”.

1.6 Liquidated Damages.

Refer to basic contract Section 00800, clause 52.211-12, Liquidated Damages—Construction, $98.00 per day.

1.7 Antiterrorism and Operations Security Requirements. The Contractor shall be responsible for ensuring all personnel, to include sub-contractor personnel, comply with the training requirements and procedures identified on the document titled “Antiterrorism/Operations Security Requirements” in Section H, Special Contract Requirements. When items for which training is identified, the Contractor shall ensure that all personnel complete acknowledgement for the specified training; the Contractor is responsible for ensuring all training acknowledgments, when applicable, are submitted to the COR or Contracting Officer within 10 calendar days of contract award (or NTP for construction contracts). In no event shall any contractor or sub-contractor personnel be onsite prior to completion of any applicable training and submission of training verification. Training materials and verification forms will be provided by the Contracting Officer upon written request.

PART 2 – PRODUCTS

2.1 MATERIALS

All materials shall be new and undamaged as follows.

2.1.1 Concrete shall be 3500 psi.

2.1.2 Rebar shall be 3/8” in diameter.

2.1.3 Water supply shall be 2 inch annealed soft copper water service,

2.1.4 Waste pipe shall be SCD 40 ABS type DWV

2.1.5 Vent pipe shall be SCD 40 ABS type DWV

2.1.6 Sand Shall be clean and free of foreign debris.

2.1.7 Electric wire shall be copper underground and sized in accordance with the NEC

2.1.8 Lift station control box shall be SJE-Rhombus Model 122 Duplex Alternating Single Phase Pump Control or equal

2.1.9 Gray, electrical conduit sized to accommodate pump and float wiring.

2.1.10 Copper, wiring for lift pumps and floats sized in accordance with the NEC

2.1.11 200 amp outdoor fused disconnect

2.2 DELIVERY AND STORAGE

Materials shall be delivered to the site undamaged and stored out of contact with the ground.

Materials that are damaged during the delivery or improper storage shall be replaced at no cost to the government

2.3 GOVERNMENT FURNISHED PROPERTY

2.3.1 The government shall provide borrow area for fill material.

2.3.2 The government shall provide Base Material located within the PUA but not directly adjacent to the work site.

2.3.3 The government shall provide one CXT Navajo Shower Building.

PART 3 - EXECUTION

3.1 ACCOMPLISHMENT OF WORK SHOWER BUILDING

(All work shall be accomplished in a safe, workmanlike manner and in accordance with standard industry practices. Plumbing work shall comply with the National Plumbing Code. Electrical work shall comply with the National Electrical Code. Concrete work shall comply with American Concrete Institute. These specification and drawings covers requirements for contractor to demolish and remove an existing shower building, construct a pad for a CXT Navajo shower building, plumb sewer and water stub ups, install electrical stub ups, make final connections of sewer, water, and electrical stub ups, place sidewalks, landscape, install new sewer pipe from stub ups to existing sewer trash tank, and install new sewer lift station control unit and wiring for pumps and floats. The contractor shall provide Quality Control (QC) of all work. The government will conduct Quality Assurance (QA). The site is located at Buncombe Creek PUA C-Loop.

3.1.2 Demolition and Removal of Existing Shower Building The contractor shall demo and remove all remanence of the existing shower building. The contractor will be allowed to place all demolished masonry debris to include any concrete, concrete blocks, mortar, or any other masonry type material and place in an existing borrow pit located near the work site on government property. If the contractor chooses to place masonry debris in the borrow pit, all rebar or metal structural steel must be removed and disposed of off government property in accordance with state and local law. All other debris to include but not limited to roofing material, wood, electrical wiring or components, plumbing fixtures and components, or insulation shall be disposed of off government property in accordance with state and local law.

3.1.3

EXCAVATION/SITE PREPARATION

The base area for the building shall extend beyond the floor by at least 6inches in each direction.

Excavation of the area shall be large enough and deep enough to accommodate the base area.

Water, sewer, electrical etc. lines need to be placed before base material is added and compacted.

See drawings for placement of utilities. A minimum of 6 inches of a compacted ¾” minus angular gravel material (i.e. road base) shall be used as the base material. The material shall be placed level and compacted to support a minimum of 1500 pounds per square foot. The base shall be confined to prevent washout erosion or any other undermining. This base will provide support, leveling and drainage.

The base area shall be prepared for a 6 foot wide by 4 inches thick with a 1 ½ inch fall away from building for concrete sidewalks at the same time as it is prepared for the building.

Sidewalks shall be added shortly after installation of the facility itself.(see 3.1.4) Excavated materials may be use for filling and landscaping. The contractor may stockpile excavated materials in area designated onsite, but must remove excess sub soil not being reused from site to a designated site provided by the government before work is accepted. The contractor shall be responsible for loading and hauling materials.

3.1.4

PLUMBING STUB UPS

Except for bury depths plumbing stub ups shall be placed in accordance with CXT drawings and recommendations and tie in to existing lines by a licensed plumber. Bury depths shall be in accordance with code for this area. The contractor shall install a new underground shut off valve where the water line branches off the water main to service the restroom. The contractor shall make final connections of plumbing after restroom has be placed.

3.1.5

SEWER LIFT STATION CONTROLS, PIPE, AND WIRING

The contractor shall install a new sewer lift control box inside the utility room of the restroom.

The contractor shall supply electrical power from the existing electrical distribution panel inside the restroom utility room for the control box. The contractor shall install new wiring from the control box to the sewer lift pumps and floats. The wiring shall be placed in gray, schedule 40, electrical conduit, copper, and be sized in accordance with NEC. There are two existing pumps that are 1 horsepower, single phase, 230V submersible pumps with operational full load at 11.4 amps.

3.1.6

INSTALLATION OF SEWER PIPE

The contractor shall install new sewer pipe from the sewer stub ups to the existing sewer trash tank. The pipe shall be schedule 40 ABS type DWV and shall be installed according to local code. A layer of bedding sand four inches deep shall be placed in the trench prior to installation of the pipe and another layer of bedding sand shall be placed after installation of pipe to extend six inches above the top of the pipe. Random fill, free of debris and any rocks larger than two inches in diameter, shall be used to fill the remainder of the trench and shall be compacted to a rate of 95% maximum density. The trench shall be smoothed and graded to match the existing elevation of the surrounding earth. Metallic marking tape shall be installed one foot below surface elevation. Prior to covering the pipe and compacting the earth, the trench shall be inspected by a designated government official. A drawing diagram of a typical trench is included in the Attachments.

3.1.7

ELECTIRCAL STUB UPS

Electrical stub ups shall be placed in accordance with CXT drawings and recommendations and tie in to existing electrical service by a licensed electrician. The contractor shall install new electrical service wire from an existing transformer approximately 45 feet from existing restroom that is sized according to the NEC cased in gray, SCH 40 electrical conduit and a 200 amp, single phase, fused disconnect on an existing bracket outside the restroom to allow government to de-energize the restroom electrical service. The contractor shall make final connections of electrical service after restroom is placed.

3.1.8

SIDEWALKS

a. Forms.

Forms shall be constructed and place to provide sidewalks as shown on attached drawing.

The sidewalks shall be constructed on a compacted sand base prepared by the contractor.

Sidewalks shall be constructed around the entire perimeter of the newly placed CXT building and tie into the existing sidewalk approaching the building. Sidewalks shall be 4” thick by 6’ wide. The Government Inspector before placement shall approve forms. Forms to be constructed shall be grout tight and sufficiently anchored to prevent displacement during placement of concrete. Prior to placement of concrete, form surfaces in contact with concrete must be either wetted or oiled. When oil is used, it must be applied prior to the placement of reinforcing steel. The final grade of the concrete shall be flush with the top of CXT shower building slab grade with a 1 ½ inch fall away from building. Form placement shall be approved by the government inspector.

b. Concrete Reinforcement.

Concrete shall be reinforced with 3/8” rebar. Rebar shall be placed on 18” centers longitudinally and transversely with sidewalks. Dowels shall be placed in the concrete foundation of the CXT restroom to prevent heaving or settling of the sidewalks. Rebar ends shall overlap a minimum of 6” and be wired securely together. Fabricate and place concrete reinforcing in accordance with ACI 318.

c. Cast in Place Concrete.

The contractor shall provide 3500-PSI concrete. Delivery tickets shall be furnished with each delivery and a copy made available to the government inspector. The contractor shall place concrete in accordance with ACI 301 and ACI 306.

d. Concrete Finishing.

Concrete shall be finished in a matter to provide a smooth surface in accordance with ACI

301. The concrete shall be placed and finished so as to provide a surface that is free of defects such as low places (Bird baths) or high ridges, etc. The finish surface shall be tested for straightness. The maximum allowable deviation shall be ¼ inch in five feet. The surface of the concrete shall receive the equivalent of a steel trowel finish, but while still sufficiently wet to be worked; the surface of the concrete shall be lightly broom finished.

e. Curing and Protection.

All concrete shall be cured by approved method for three days. During the curing period the concrete shall be protected from physical damage.

f. Form Removal.

Forms may be removed after 24 hours and must be accomplished in a matter that prevents damage to the concrete.

3.1.9 Landscaping and cleanup After concrete forms are removed, the contractor shall fill the holes resulting from form removal and landscape the area to a grade around the construction site that matches the sidewalks, and undisturbed surrounding grounds. All exposed top soil shall be seeded with Rye at 8 lb per 1000 sq feet and Bermuda grass at 4 lb per 1000 sq feet. All foreign debris shall be removed from construction site to complete work.

3.2 TESTING

All plumbing, sewer, and electrical utilities shall be tested for proper operation prior to final approval of work.

3.3 WARRANTY

None

3.4 REFERENCE MATERIAL

All Reference Material can be found in the Attachments.

(End of Summary of Changes)