Attach_19_Part_3_Bldg._910_SOW.pdf

PDF 238 KB Posted

Attached to
Repair Warehouses, Bldgs. 65, 910 and 3514
Solicitation number
FA4418-15-R-0027
Issued by

About this file

Bldg. 910 SOW

View the file

Other files

File Type Posted
Amendment_003.doc DOC document
Clarification_of_Q A.pdf PDF
QA_RFP06.docx DOCX document
Addendum_001.pdf PDF
15-R-0027-0001.pdf PDF
Attachment_38-_Part_2 _Attachment_A _Project-Specific_General_Requirements.pdf PDF
Attachment_39-_FIRE_PROTECTION_JBC_FD_Design_Guide.pdf PDF
QA_round_two.docx DOCX document
Site_Visit_Attendance.pdf PDF
Attch_10_01_45_00_QC_FOR_MINOR_CONSTRUCTION.pdf PDF
Attch_17_01_78_23_OPERATION_AND_MAINTENANCE_DATA.pdf PDF
Attach_33_existing_drawings-_floor_plan.PDF PDF
Attach_22_Bldg._65_Attachments.pdf PDF
Attach_18_part_4_Bldg._65_SOW.pdf PDF
Attch_11_01_50_00_TEMP_CONSTRUCTION_FAC_ _CONTROLS.pdf PDF
WDOL.docx DOCX document
GPDF_Form_for_WS_3514_910_65.pdf PDF
Attch_08_01_35_26_GOVERNMENTAL_SAFETY_REQUIREMENTS.pdf PDF
Attach_32_Existing_Drawings-_elevation.PDF PDF
Attch_16_01_78_00_CLOSEOUT_SUBMITTALS.pdf PDF
Attch_05_01_32_16_00_20_PROJ_SCHED_ _PROG_DOCS.pdf PDF
Attch_03_01_14_00_WORK_RESTRICTIONS.pdf PDF
Attch_07_01_33_16_DESIGN_AFTER_AWARD.pdf PDF
Attach_27_Bldg._910_Existing_Drawings.PDF PDF
Attch_04_01_30_00_ADMINISTRATIVE_REQUIREMENTS.pdf PDF
Attach_26_Part_6_Bldg._910_attachments.pdf PDF
Attach_34_HAZMAT_Survey_1996.PDF PDF
Attach_23_Bldg._65_exterior_photo.jpg JPG image
Attch_02_01_11_00_SUMMARY_OF_WORK.pdf PDF
Attach_29_Photographs.jpg JPG image
Attch_12_01_50_10_ENVIRONMENTAL.pdf PDF
Attach_25_HAZMAT_Survey.PDF PDF
Attch_15_01_57_50_TEMPORARY_ENVIRONMENTAL_CONTROLS.pdf PDF
Attach_31_Photographs.jpg JPG image
Attch_06_01_33_00_SUBMITTAL_PROCEDURES.pdf PDF
FA4418-15-R-0027.doc DOC document
Attch_14_01_57_20_WASTE_MANAGEMENT.pdf PDF
Attach_28_Bldg._910_HAZMAT_Survey_1997.PDF PDF
Attach_35_NPTU_Special_Considerations.pdf PDF
Atch_21 _Part_4_Minimum_Materials_Warehouse_Repair.pdf PDF
Attach_30_Part_6_Attachments.pdf PDF
Attach_24_Bldg._65_Plan_and_Elevations.PDF PDF
Attach_20_Part_3_bldg._3514_SOW.pdf PDF
Attch_09_01_42_00_SOURCES_FOR_REFERENCE_PUBLICATIONS.pdf PDF
Attch_13_01_54_00_GREEN_PROCUREMENT.pdf PDF
Show all 45

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

WS-910 Repair Supply Warehouse DKGV 14-2091 Joint Base Charleston

PART 3 STATEMENT OF WORK - Page 1

Part 3 Statement of Work / Project Program

6/1/15

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES.......................................... Not Used

3. SITE ANALYSIS........................................................Not Used

4. BUILDING REQUIREMENTS....................................Not Used

5. ROOM REQUIREMENTS..........................................Not Used

6. ENGINEERING SYSTEMS REQUIREMENTS

B20 Exterior Closure B30 Roofing C10 Interior Construction C30 Interior Finishes D20 Plumbing

D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting F10 Special Construction F20 Selective Building Demolition

1.0 PROJECT DESCRIPTION

This project includes providing all the design and construction services needed to renovate Building 910 which is an approximately 40’ x 156’ x 14’ high existing pre-engineered building. This work will include but not limited to the following:

01 General Conditions

a. All equipment and Supervision needed to complete work.

b. Store front to stay intact, protect from damage for the duration of the project.

c. The contractor shall comply with all safety regulations and procedures. The contractor shall maintain and provide a copy of a written safety plan to the wing safety office prior to start of work IAW AFPAM 91-210 6.4. Upon request, Contractor shall provide OSHA 300 and 301 logs to the safety office for mishaps occurring on the installation. Any mishaps involving damage to government property or injury to government personnel shall be immediately reported to the base safety office and port operations officer. Contractors, whether regularly involved in routine site operations or engaged in temporary projects must follow all federal and state safety standards.

d. AHAs must address protection of the facility occupants since the facility is to be maintained open for business while the work is being accomplished.

07 Thermal and Moisture Protection

a. Replace existing siding.

b. Replace existing metal roof.

c. Replace existing gutter and downspouts

d. Replace existing trim work.

08 Openings

PART 3 STATEMENT OF WORK - Page 2

a. Replace 12 x 12 electric roll-up door (coiled type) in warehouse area with equivalent.

b. Remove three (3) metal exterior doors and install two (2) new ones… one (1) to be eliminated and covered over.

09 Finishes

a. Paint bathroom walls & ceiling.

b. Replace ceiling tiles throughout once all repairs are completed. Existing grid to remain.

c. Existing VCT and sealed concrete floors are to remain.

10 Specialty

a. Remove framed awning over storefront and install new metal awning with watertight connection to new siding.

b. Provide new ADA compliant toilet grab bar, mirror, TP and paper towel dispenser.

13 Special Pre-Engineered Building Items

a. Remove exterior metal siding, trim, gutters and roof system.

b. Repair insulation behind metal panels as needed where damaged and/or deteriorated (R19 walls/R30 roof).

21 Fire Suppression

a. Demo existing Fire Suppression System throughout.

b. Design and install new Fire Suppression system in accordance with latest revision of NFPA 13.

c. Demo Fire Alarm panel (Kingfisher*) and associated wiring & devices.

d. Design and install new Fire Alarm System (panel, wiring, and devices) in accordance with the latest revision(s) of NFPA 72 and UFGS 28.31.76.

22 Plumbing

a. Remove water closet, wall mount lavatory & faucet from restroom.

b. Install new comfort height water closet, wall hung lavatory and faucet.

c. Replace existing 6 gallon electric water heater in overhead with new equivalent model.

23 HVAC

a. Replace 10 ton gas pack unit, exterior supply & return duct work, thermostat and electrical disconnect.

b. Replace 3 ton gas pack unit, exterior supply & return duct work, thermostat and electrical disconnect.

c. Replace 2 ton HVAC split system (electric heat pump), line set, thermostat and electrical disconnect.

d. Clean inside surfaces of all interior ductwork throughout facility.

26 Electrical

a. Replace existing interior lighting in warehouse area and bathroom with energy efficient T8 light fixtures.

b. Replace existing interior lighting in display and office areas (all areas with ACT suspended ceilings) with equivalent energy efficient T8 light fixture.

32 Exterior Improvements

a. Provide new splash blocks at every downspout.

*Removed Kingfisher panel to be turned over to 628th CE Squadron

2.0 PROJECT OBJECTIVES

Not Used

3.0 SITE ANALYSIS

Not Used

4.0 BUILDING REQUIREMENTS

Not Used

5.0 ROOM REQUIREMENTS

Not used.

PART 3 STATEMENT OF WORK - Page 3

6.0 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 FOUNDATION

A20 BASEMENT CONSTRUCTION

Not used.

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE

B2010 EXTERIOR WALLS

The primary exterior material of the building shall be prefinished metal to match existing conditions.

Vapor Retarder, Air Barrier and Insulation Provide continuous insulation, vapor retarder and air barrier to exceed requirements of ASHRAE

90.1 per the project's energy savings requirements.

Exterior Louvers & Screens Provide exterior louvers and screens, where required, that match the finish of the existing building and are detailed to integrate with the architecture of the building, as appropriate to the design of the building.

Exterior Soffits Provide metal exterior soffit system.

Exterior Coatings Provide field applied exterior coatings for all items that are not prefinished, and to prefinished items when required to provide a color other than a standard prefinished color. All paint shall be in accordance with the Master Painter Institute (MPI) standards for the exterior architectural surface being finished.

Joint Sealants Provide exterior application of joint sealants to seal joints and prepare for finish material installation.

B2020 EXTERIOR WINDOWS

Storefronts Storefronts shall match existing.

Exterior Glazing Glazing shall be clear glass insulating glass units to match existing.

B2030 EXTERIOR DOORS

Provide solid door assemblies other than at the main entrance. Exterior doors and frames shall be non-corroding galvanized steel. Provide doors meeting thermal performance required by RFP

PART 3 STATEMENT OF WORK - Page 4

Part 4.

Doors and hardware finish shall match existing.

Solid Doors Provide solid steel door assemblies other than at main entrance including heavy-duty, non-corroding, insulated doors with frames and hardware. Openings in exterior flush doors shall be flashed at the bottom of the openings. Also provide accessories and wall opening elements such as lintels, sills and flashings.

Overhead and Roll-up Doors

Overhead roll-up door shall be NAGDM 102 Industrial designation.

Doors shall have automatic operation. Doors shall be operated by three-button electric power conforming to NEMA MG 1, NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6. with auxiliary hand chain operation.

Exterior Door Hardware Provide hardware keying compatible with the existing base-wide keying system.

B30 ROOFING

Provide a complete new insulated roof system design and construction services for the entire facility roof system, and including all necessary ancillary and incidental work necessary for a complete, new, watertight roof system installation.

B3010 ROOF COVERINGS

Remove all the existing roofing and flashing down to the deck. Properly dispose of the demolished materials in a landfill not on the military installation.

The existing low-slope (less than 3 in 12 pitch) roofing systems shall be replaced with a Structural Standing Seam Metal Roof to match existing.

Insulation system above roof deck shall be minimum R-20 where over environmentally interiors, but no less than that required by ASHRAE 90.1, Chapter 5 for project climate zone

B3020 PERFORMANCE REQUIREMENTS

The installed roof system shall be watertight; free of defects in materials and workmanship; free of damage, including blisters, delamination, cuts, scratches, abrasions, and patchwork; provide for positive drainage of the roof surface area; and suitable for the climatic and service conditions of the installation.

The project is a replacement of an roof and shall match the roof of the existing building.

B3030 WIND UPLIFT AND FIRE RESISTANCE REQUIREMENTS

The roof system shall be designed and attached to resist wind uplift pressures calculated in accordance with ASCE 7. Uplift resistance shall be validated by applicable Factory Mutual (FM) uplift testing, or calculations based on standard engineering practice and applicable recommendations of FM.

PART 3 STATEMENT OF WORK - Page 5

Sheet metal perimeter and flashing components shall be designed, attached, and installed to provide for wind resistance equivalent to or greater than that required for the roof membrane system, and in accordance with FM, NRCA, or other applicable industry standard recommendations.

The roof system shall provide Class A or Class B fire resistance, as tested by standard ASTM, FM, or UL procedures.

B3040 ROOF WARRANTY

Provide a manufacturer no-dollar-limit 20-year watertightness warranty for the total roof system, including flashings, in accordance with referenced requirements of Standard Design-Build Template PTS B30.

Manufacturer's warranty shall provide for full removal and replacement of failed, defective, and damaged roof system materials or installation workmanship in the event of water intrusion into or through the roof system, and repair of defects such as blistering, delamination, open seams, cracking, splitting, and excessive weathering. Warranty for corrective action shall not be limited in dollar value.

Provide minimum two-year contractor warranty against defects in installation workmanship in accordance with referenced requirements of Standard Design-Build Template PTS B30.

Contractor warranty shall provide for full removal and replacement of failed or defective workmanship and damaged materials, including sheet metal flashings.

B3050 ROOF SPECIFICATION AND DETAILING

All work, materials, installation and details shall be in accordance with Standard Design-Build Template PTS B30 and comply with all applicable Unified Facilities Guide Specification (UFGS) materials and installation requirements. UFGS's are referenced in PTS B30 and are available at www.ccb.org . Provide for complete rough carpentry, roof insulation, roof covering, sheet metal flashing, and other components necessary to complete the installation.

Utilize the applicable UFGS for development of the roof membrane specification. Edit for application to the specific project and compliance with the RFP. Provide complete rough carpentry, roof insulation, and sheet metal flashing specification sections coordinated and compatible with the membrane specification.

All details shall be in accordance with recommendations and guidelines of the National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual and Construction Details and as required by the RFP.

The roof system shall comply with the applicable requirements of the International Building Code.

Refer to UFC 3-110-03, Roofing, and UFC 3-100-10, Architecturefor additional technical requirements for the roof system to be installed.

B3070 QUALITY CONTROL PROGRAM

Contractor shall establish a quality control program to assure adherence to the RFP design and construction requirements and to report on the installation quality.

C10 INTERIOR CONSTRUCTION

http://www.ccb.org/

PART 3 STATEMENT OF WORK - Page 6

Not Used

C30 INTERIOR FINISHES

C3010 WALL FINISHES

Unless noted otherwise, all interior gypsum board wall partitions shall be painted gypsum board.

C3020 FLOOR FINISHES

VCT floor finish is public areas, offices and Toilet Rooms shall remain.

C3030 CEILING FINISHES

Primary ceiling finish shall be 24 inch by 48 inch by 5/8 inch minimum thickness suspended acoustical panel ceiling system, except provide a suspended gypsum board ceiling in toilet Areas.

D10 CONVEYING SYSTEMS

D20 PLUMBING

D2010 PLUMBING FIXTURES

Provide quantity and type of plumbing fixtures required for the occupancy, use, and functions described for this facility and in accordance with the plumbing code. Provide handicapped fixtures in accordance with the referenced criteria.

Water Closets

Replace floor mounted flush tank type water closet in restroom space.

Lavatories Replace wall mounted lavatory.

Water Coolers Replace electric water cooler.

D2020 DOMESTIC WATER EQUIPMENT

Provide high efficiency water heater with a minimum efficiency of 97%.

Insulation & Identification Provide insulation on domestic water hot supply piping.

D30 HVAC

Provide Ventilation rates and systems per the latest edition of ASHRAE Standard 62, Ventilation for Acceptable Indoor Air Quality.

D3050 TERMINAL & PACKAGE UNITS

Replace existing packaged heating and cooling units with same type systems.

D3060 CONTROLS AND INSTRUMENTATION

HVAC Controls

PART 3 STATEMENT OF WORK - Page 7

Provide programmable thermostats

D3070 SYSTEMS TESTING AND BALANCING

Provide complete Testing and Balancing (TAB) of all air and water distribution systems and HVAC equipment.

D40 FIRE PROTECTION SYSTEMS

D4010 FIRE ALARM AND DETECTION SYSTEMS

Provide a combined mass notification fire alarm and detection system.

Provide speakers for combined mass notification/fire alarm systems.

Provide a remote annunciator with alarm acknowledge, alarm silence, and reset functions. The remote annunciator shall be located as directed by the Contracting Officer in conjunction with the cognizant Base Fire Protection Engineer.

Provide Class [A] [B] Notification Appliance Circuits, Class [A, Style 6] [B] Signaling Line Circuits.

Any Class B Initiation Device Circuits shall be less than 10 feet in length.

Fire alarm signals shall be sent to the fire alarm receiving station via the radio transmitter.

All fire alarms, supervisory alarms and trouble conditions indicated at the fire alarm control panel shall be transmitted to the fire alarm receiving station. Transmitter zones shall be as follows:

a. Sprinkler Water Flow

b. Smoke Detector

c. Manual Pull Station

d. Supervisory (i.e., valve tamper switch, fire pump loss of power, fire pump phase reversal)

e. Duct Smoke Detector

f. Fire Pump Running

D4040 SPRINKLERS

Replace the existing wet pipe automatic sprinkler protection for complete coverage throughout.

D4090 OTHER FIRE PROTECTION SYSTEMS

Provide portable fire extinguishers and cabinets as required.

D50 ELECTRICAL

The electrical design shall comply with the design criteria specified in UFC 3-501-01, Electrical Engineering, and its referenced documents.

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Provide an insulated equipment grounding conductor in all raceways for systems operating at greater than 50 volts.

D5020 LIGHTING & BRANCH WIRING

PART 3 STATEMENT OF WORK - Page 8

Provide a complete lighting system consisting of exit and emergency lighting and area lighting consisting of fluorescent and high intensity discharge lighting including switches and automatic controls including occupancy sensors and automatic lighting shutoff systems.

Replace lighting and general purpose receptacles throughout all spaces as required.

D5030 COMMUNICATIONS & SECURITY

Telecommunications Systems

See “628 th Cable Management Policy Jan 2010” attached

Public Address and Intercommunications Systems

See Fire Protection System above.

Security Systems

Not Used.

E10 EQUIPMENT

E20 FURNISHINGS

F10 SPECIAL CONSTRUCTION

F1010 SPECIAL STRUCTURES: PRE-ENGINEERED METAL BUILDINGS

Building shall have thermal resistance to comply with the ASHRAE 90.1 standards for its use.

F20 SELECTIVE BUILDING DEMOLITION

F2020 HAZARDOUS COMPONENT ABATEMENT

HAZMAT survey/report (or an update to an existing survey) is required during the design phase to identify any asbestos, lead paint, mercury, freons, PCBs, etc. The survey will be conducted by state/federal qualified/certified persons/companies. The design agent will use the findings to determine if abatement is required and to produce the design plans and specs for construction. Most recent survey is attached.

Management practices such as proper collection and disposal of paint chips/waste should be taken to prevent contamination of the surrounding environment resulting from pressure washing.

Use “01 50 10 Environmental Specs 2015 Apr” attached in Part 6 of this RFP.

G10 SITE PREPARATION

Not Used.

PART 3 STATEMENT OF WORK - Page 9

G20 SITE IMPROVEMENTS

Not Used.

G30 SITE CIVIL/MECHANICAL UTILITIES

Not Used.

G40 SITE ELECTRICAL UTILITIES

Not Used.

File details come from the government source that posted it. Updated .