Solicitation Package.pdf

Table of Contents

Solicitation 19

SF 1442 47PB0220R0005 51

Hodgdon Bathroom Construction Specs 54

1 00003 - TABLE OF CONTENTS 54

2 01010 - SUMMARY OF WORK 56

3 01035 - OPTIONS 60

3.1 1.2 Schedule of Options: 60

4 01040 - COORDINATION 62

5 01045 - CUTTING AND PATCHING 65

6 01541 - SECURITY REGULATIONS 69

6.1 D. Facilities and Procedures: The following security facilities and procedures will apply for work under this contract. 69

6.1.1 1. The contractor will be limited to one controlled entry point to the job site through which all personnel must pass and which will be staffed by the Government.

6.1.2 2. Not withstanding the fact that a Federal Protection Officer or Marshal may be on site, the Contractor hereby releases the Government from all demands, actions, claims and liability whatsoever of every name and nature in any manner related to repair...

6.1.3 15. Security Evacuation of the Building: In the event of a very high alert (Code Red) security conditions and at the extreme ends of a high alert (Code Orange) security condition, the Contracting Officer, acting in the response to the directions from...

7 02071 - SELECTIVE DEMOLITION FOR INTERIORS 78

7.1 1.4 PROJECT CONDITIONS 79

7.2 A. Government will occupy portions of the building immediately adjacent to selective demolition area. Conduct selective demolition so Government’s operations are not disrupted.

7.3 B. Notify Contracting Officer of discrepancies between existing conditions and Drawings before proceeding with selective demolition. 79

7.4 C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Contracting Officer.

8 15050 - BASIC MECHANICAL MATERIALS 86

8.1 PART 1 - GENERAL 86

8.1.1 1.1 RELATED DOCUMENTS 86

8.1.1.1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

8.1.2 1.2 SUMMARY 86

8.1.2.1 A. This Section includes the following: 86

8.1.3 1.3 DEFINITIONS 86

8.1.3.1 A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.

8.1.3.2 B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. 86

8.1.3.3 C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations.

8.1.3.4 D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in duct shafts.

8.1.3.5 E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures. Examples include installations within unheated shelters.

8.1.3.6 F. The following are industry abbreviations for plastic materials: 87

8.1.3.7 G. The following are industry abbreviations for rubber materials: 87

8.1.4 1.4 SUBMITTALS 87

8.1.4.1 A. Submittals shall comply with the requirements of the Construction Contract Clauses, Division 1 Section "Submittals" and the individual sections specifying the work.

8.1.4.2 B. Product Data: For the following: 87

8.1.4.3 C. Welding certificates. 87

8.1.5 1.5 QUALITY ASSURANCE 87

8.1.5.1 A. Steel Support Welding: Qualify processes and operators according to AWS D1.1, "Structural Welding Code--Steel." 87

8.1.5.2 B. Steel Pipe Welding: Qualify processes and operators according to ASME Boiler and Pressure Vessel Code: Section IX, "Welding and Brazing Qualifications."

8.1.5.3 C. Electrical Characteristics for Mechanical Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes ar...

8.1.6 1.6 DELIVERY, STORAGE, AND HANDLING 88

8.1.6.1 A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

8.1.7 1.7 COORDINATION 88

8.1.7.1 A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction, to allow for mechanical installations.

8.1.7.2 B. Coordinate requirements for access panels and doors for mechanical items requiring access that are concealed behind finished surfaces.

Access panels and doors are specified in Division 8 Section "Access Doors and Frames."

8.2 PART 2 - PRODUCTS 88

8.2.1 2.1 MANUFACTURERS 88

8.2.1.1 A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 88

8.2.2 2.2 PIPE, TUBE, AND FITTINGS 88

8.2.2.1 A. Refer to individual Division 15 piping Sections for pipe, tube, and fitting materials and joining methods. 88

8.2.2.2 B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings. 88

8.2.2.3 C. Plastic Piping Prohibition: No plastic piping shall be used. 88

8.2.3 2.3 JOINING MATERIALS 88

8.2.3.1 A. Refer to individual Division 15 piping Sections for special joining materials not listed below. 88

8.2.3.2 B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents. 89

8.2.3.3 C. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated. 89

8.2.3.4 D. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813. 89

8.2.3.5 E. Brazing Filler Metals: AWS A5.8, BCuP Series, copper-phosphorus alloys for general-duty brazing, unless otherwise indicated; and AWS A5.8, BAg1, silver alloy for refrigerant piping, unless otherwise indicated.

8.2.3.6 F. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

8.2.4 2.4 TRANSITION FITTINGS 89

8.2.4.1 A. AWWA Transition Couplings: Same size as, and with pressure rating at least equal to and with ends compatible with, piping to be joined. 89

8.2.5 2.5 DIELECTRIC FITTINGS 89

8.2.5.1 A. Description: Combination fitting of copper alloy and ferrous materials with threaded, solder-joint, plain, or weld-neck end connections that match piping system materials.

8.2.5.2 B. Insulating Material: Suitable for system fluid, pressure, and temperature. 89

8.2.5.3 C. Dielectric Unions: Factory-fabricated, union assembly, for 250-psig (1725-kPa) minimum working pressure at 180 deg F (82 deg C). 90

8.2.5.4 D. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for 150- or 300-psig (1035- or 2070-kPa) minimum working pressure as required to suit system pressures.

8.2.5.5 E. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 300-psig (2070-kPa) minimum working pressure at 225 deg F (107 deg C).

8.2.5.6 F. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300-psig (2070-kPa) minimum working pressure at 225 deg F (107 deg C).

8.2.6 2.6 MECHANICAL SLEEVE SEALS 91

8.2.6.1 A. Description: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve. 91

8.2.7 2.7 SLEEVES 91

8.2.7.1 A. Galvanized-Steel Sheet: 0.0239-inch (0.6-mm) minimum thickness;

round tube closed with welded longitudinal joint. 91

8.2.7.2 B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized, plain ends. 91

8.2.7.3 C. Cast Iron: Cast or fabricated "wall pipe" equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated.

8.2.7.4 D. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing.

8.2.8 2.8 ESCUTCHEONS 91

8.2.8.1 A. Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening.

8.2.8.2 B. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome-plated finish. 91

8.2.8.3 C. One-Piece, Cast-Brass Type: With set screw. 91

8.2.8.4 D. Split-Casting, Cast-Brass Type: With concealed hinge and set screw. 92

8.2.8.5 E. One-Piece, Stamped-Steel Type: With set screw or spring clips and chrome-plated finish. 92

8.2.8.6 F. Split-Plate, Stamped-Steel Type: With concealed hinge, set screw or spring clips, and chrome-plated finish. 92

8.2.8.7 G. One-Piece, Floor-Plate Type: Cast-iron floor plate. 92

8.2.8.8 H. Split-Casting, Floor-Plate Type: Cast brass with concealed hinge and set screw. 92

8.2.9 2.9 GROUT 92

8.2.9.1 A. Description: ASTM C 1107, Grade B, nonshrink and nonmetallic, dry hydraulic-cement grout. 92

8.3 PART 3 - EXECUTION 92

8.3.1 3.1 MECHANICAL DEMOLITION 92

8.3.1.1 A. Refer to Division 1 Sections "Cutting and Patching" and "Selective Demolition" for general demolition requirements and procedures. 92

8.3.1.2 B. Disconnect, demolish, and remove mechanical systems, equipment, and components indicated to be removed. 92

8.3.1.3 C. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality.

8.3.2 3.2 PIPING SYSTEMS - COMMON REQUIREMENTS 93

8.3.2.1 A. Install piping according to the following requirements and Division 15 Sections specifying piping systems. 93

8.3.2.2 B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations

8.3.2.3 C. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas. 93

8.3.2.4 D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

8.3.2.5 E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. 93

8.3.2.6 F. Install piping to permit valve servicing. 93

8.3.2.7 G. Install piping at indicated slopes. 93

8.3.2.8 H. Install piping free of sags and bends. 93

8.3.2.9 I. Install fittings for changes in direction and branch connections. 93

8.3.2.10 J. Install piping to allow application of insulation. 93

8.3.2.11 K. Select system components with pressure rating equal to or greater than system operating pressure. 93

8.3.2.12 L. Install escutcheons for penetrations of walls, ceilings, and floors.

Select appropriate style and size for finished, symmetrical appearance.

Where existing piping remains and is visible, provide escutcheons.

8.3.2.13 M. Sleeves are not required for core-drilled holes. 93

8.3.2.14 N. Install sleeves for pipes passing through concrete and masonry walls and concrete floor and roof slabs. 94

8.3.2.15 O. Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs. 94

8.3.2.16 P. Aboveground, Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch (25-mm) annular clear space between pipe and sleeve for installing mechanical sleeve seals.

8.3.2.17 Q. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Refer to Division 7 Section " Through-Penetration Firestop Systems" for mat...

8.3.2.18 R. Verify final equipment locations for roughing-in. 94

8.3.2.19 S. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements. 94

8.3.3 3.3 PIPING JOINT CONSTRUCTION 95

8.3.3.1 A. Join pipe and fittings according to the following requirements and Division 15 Sections specifying piping systems. 95

8.3.3.2 B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. 95

8.3.3.3 C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. 95

8.3.3.4 D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook," using lead-free solder alloy complying with ASTM B 32.

8.3.3.5 E. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and Tube" Chapter, using copper-phosphorus brazing filler metal complying with AWS A5.8.

8.3.3.6 F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

8.3.3.7 G. Welded Joints: Construct joints according to AWS D10.12, using qualified processes and welding operators according to Part 1 "Quality Assurance" Article.

8.3.3.8 H. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned.

Use suitable lubricants on bolt threads.

8.3.4 3.4 PIPING CONNECTIONS 95

8.3.4.1 A. Make connections according to the following, unless otherwise indicated: 95

8.3.5 3.5 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS 96

8.3.5.1 A. Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated. 96

8.3.5.2 B. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated.

8.3.5.3 C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations.

8.3.5.4 D. Install equipment to allow right of way for piping installed at required slope. 96

8.3.6 3.6 PAINTING 96

8.3.6.1 A. Painting of mechanical systems, equipment, and components is specified in Division 9 Section "Painting (Consumer Line Products)." 96

8.3.6.2 B. Damage and Touchup: Repair marred and damaged factory-painted finishes with materials and procedures to match original factory finish. 96

8.3.7 3.7 CONCRETE BASES 96

8.3.7.1 A. Concrete Bases: Anchor equipment to concrete base according to equipment manufacturer's written instructions and according to seismic codes at Project.

8.3.8 3.8 ERECTION OF METAL SUPPORTS AND ANCHORAGES 96

8.3.8.1 A. Refer to Division 5 Section "Metal Fabrications" for structural steel. 97

8.3.8.2 B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor mechanical materials and equipment.

8.3.8.3 C. Field Welding: Comply with AWS D1.1. 97

8.3.9 3.9 GROUTING 97

8.3.9.1 A. Mix and install grout for mechanical equipment base bearing surfaces, pump and other equipment base plates, and anchors. 97

8.3.9.2 B. Clean surfaces that will come into contact with grout. 97

8.3.9.3 C. Provide forms as required for placement of grout. 97

8.3.9.4 D. Avoid air entrapment during placement of grout. 97

8.3.9.5 E. Place grout, completely filling equipment bases. 97

8.3.9.6 F. Place grout on concrete bases and provide smooth bearing surface for equipment. 97

8.3.9.7 G. Place grout around anchors. 97

8.3.9.8 H. Cure placed grout. 97

9 16010 - BASIC ELECTRICAL REQUIREMENTS 98

10 16050 - BASIC ELECTRICAL MATERIALS AND METHODS 106

11 220523 General-Duty Valves for HVAC Piping 116

11.1 PART 1 - GENERAL 116

11.1.1 1.1 RELATED DOCUMENTS 116

11.1.1.1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

11.1.2 1.2 SUMMARY 116

11.1.2.1 A. Section Includes: 116

11.1.2.2 B. Related Sections: 116

11.1.3 1.3 DEFINITIONS 116

11.1.3.1 A. CWP: Cold working pressure. 116

11.1.3.2 B. EPDM: Ethylene propylene copolymer rubber. 116

11.1.4 1.4 DELIVERY, STORAGE, AND HANDLING 116

11.1.4.1 A. Prepare valves for shipping as follows: 116

11.1.4.2 B. Use the following precautions during storage: 116

11.2 PART 2 - PRODUCTS 117

11.2.1 2.1 GENERAL REQUIREMENTS FOR VALVES 117

11.2.1.1 A. Valve Pressure and Temperature Ratings: Not less than indicated and as required for system pressures and temperatures. 117

11.2.1.2 B. Valve Sizes: Same as upstream piping unless otherwise indicated. 117

11.2.1.3 C. Valves in Insulated Piping: With 50-mm (2-inch) stem extensions and the following features: 117

11.2.1.4 D. Valve-End Connections: 117

11.2.2 2.2 BRONZE BALL VALVES 117

11.2.2.1 A. Two-Piece, Full-Port, Bronze Ball Valves with Bronze Trim: 117

11.3 PART 3 - EXECUTION 118

11.3.1 3.1 EXAMINATION 118

11.3.1.1 A. Examine valve interior for cleanliness, freedom from foreign matter, and corrosion. 118

11.3.1.2 B. Operate valves in positions from fully open to fully closed. Examine guides and seats made accessible by such operations. 118

11.3.1.3 C. Examine threads on valve and mating pipe for form and cleanliness. 118

11.3.1.4 D. Do not attempt to repair defective valves; replace with new valves. 118

11.3.2 3.2 VALVE INSTALLATION 118

11.3.2.1 A. Install valves with unions or flanges at each piece of equipment arranged to allow service, maintenance, and equipment removal without system shutdown.

11.3.2.2 B. Locate valves for easy access and provide separate support where necessary. 118

11.3.2.3 C. Install valves in horizontal piping with stem at or above center of pipe. 118

11.3.2.4 D. Install valves in position to allow full stem movement. 118

11.3.3 3.3 ADJUSTING 118

11.3.3.1 A. Adjust or replace valve packing after piping systems have been tested and put into service but before final adjusting and balancing.

Replace valves if persistent leaking occurs.

12 220719 Plumbing Piping Insulation 119

12.1 PART 1 - GENERAL 119

12.1.1 1.1 RELATED DOCUMENTS 119

12.1.1.1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

12.1.2 1.2 SUMMARY 119

12.1.2.1 A. Section includes insulating the following plumbing piping services: 119

12.1.3 1.3 SUBMITTALS 119

12.1.3.1 A. Submittals shall comply with the requirements of the Construction Contract Clauses, Division 01 Section "Submittals" and the individual sections specifying the work.

12.1.3.2 B. Product Data: For each type of product indicated. On data submittal sheets where more than one product is described, clearly annotate which product(s) is to be supplied. Include thermal conductivity, water-vapor permeance thickness, and jackets (b...

12.1.3.3 C. Insulation Schedule: Identify type of material, thickness, and vapor barrier provision for each piping application. 119

12.1.4 1.4 QUALITY ASSURANCE 119

12.1.4.1 A. Surface-Burning Characteristics: For insulation and related materials, as determined by testing identical products according to ASTM E 84 by a testing agency acceptable to authorities having jurisdiction. Factory label insulation and jacket mater...

12.1.5 1.5 DELIVERY, STORAGE, AND HANDLING 120

12.1.5.1 A. Packaging: Insulation material containers shall be marked by manufacturer with appropriate ASTM standard designation, type and grade, and maximum use temperature.

12.1.6 1.6 COORDINATION 120

12.1.6.1 A. Coordinate sizes and locations of supports, hangers, and insulation shields specified in Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment."

12.1.6.2 B. Coordinate clearance requirements with piping Installer for piping insulation application. 120

12.2 PART 2 - PRODUCTS 120

12.2.1 2.1 INSULATION MATERIALS 120

12.2.1.1 A. Comply with requirements in "Piping Insulation Schedule, General," " Indoor Piping Insulation Schedule," and "Outdoor, Aboveground Piping Insulation Schedule," articles for where insulating materials shall be applied.

12.2.1.2 B. Products shall not contain asbestos, lead, mercury, or mercury compounds. 120

12.2.1.3 C. Foam insulation materials shall not use CFC or HCFC blowing agents in the manufacturing process. 120

12.2.1.4 D. Flexible Elastomeric Insulation: Closed-cell, sponge- or expanded-rubber materials. Comply with ASTM C 534, Type I for tubular materials.

12.2.1.5 E. Mineral-Fiber, Preformed Pipe Insulation: 120

12.2.2 2.2 INSULATING CEMENTS 121

12.2.2.1 A. Mineral-Fiber Insulating Cement: Comply with ASTM C 195. 121

12.2.2.2 B. Expanded or Exfoliated Vermiculite Insulating Cement: Comply with

ASTM C 196. 121

12.2.3 2.3 ADHESIVES 121

12.2.3.1 A. Materials shall be compatible with insulation materials, jackets, and substrates and for bonding insulation to itself and to surfaces to be insulated, unless otherwise indicated.

12.2.3.2 B. Flexible Elastomeric Adhesive: Comply with MIL-A-24179A, Type II, Class I. 121

12.2.3.3 C. Mineral-Fiber Adhesive: Comply with MIL-A-3316C, Class 2, Grade A. 121

12.2.3.4 D. ASJ Adhesive: Comply with MIL-A-3316C, Class 2, Grade A for bonding insulation jacket lap seams and joints. 122

12.2.3.5 E. PVC Jacket Adhesive: Compatible with PVC jacket. 122

12.2.4 2.4 MASTICS 123

12.2.4.1 A. Materials shall be compatible with insulation materials, jackets, and substrates; comply with MIL-PRF-19565C, Type II. 123

12.2.4.2 B. Vapor-Barrier Mastic: Water based; suitable for indoor use on below-ambient services. 123

12.2.4.3 C. Breather Mastic: Water based; suitable for indoor and outdoor use on above-ambient services. 123

12.2.5 2.5 LAGGING ADHESIVES 123

12.2.5.1 A. Description: Comply with MIL-A-3316C, Class I, Grade A, and shall be compatible with insulation materials, jackets, and substrates. 123

12.2.6 2.6 SEALANTS 124

12.2.6.1 A. ASJ Flashing Sealants, and PVC Jacket Flashing Sealants: 124

12.2.7 2.7 FACTORY-APPLIED JACKETS 124

12.2.7.1 A. Insulation system schedules indicate factory-applied jackets on various applications. When factory-applied jackets are indicated, comply with the following:

12.2.8 2.8 FIELD-APPLIED JACKETS 124

12.2.8.1 A. Field-applied jackets shall comply with ASTM C 921, Type I, unless otherwise indicated. 124

12.2.8.2 B. PVC Jacket: High-impact-resistant, UV-resistant PVC complying with ASTM D 1784, Class 16354-C; thickness as scheduled; roll stock ready for shop or field cutting and forming. Thickness is indicated in field-applied jacket schedules.

12.2.9 2.9 TAPES 125

12.2.9.1 A. ASJ Tape: White vapor-retarder tape matching factory-applied jacket with acrylic adhesive, complying with ASTM C 1136. 125

12.2.9.2 B. PVC Tape: White vapor-retarder tape matching field-applied PVC jacket with acrylic adhesive; suitable for indoor and outdoor applications.

12.2.10 2.10 SECUREMENTS 126

12.2.10.1 A. Bands: 126

12.2.10.2 B. Staples: Outward-clinching insulation staples, nominal 19-mm- (3/4-inch-) wide, stainless steel or Monel. 126

12.2.10.3 C. Wire: 2.0-mm (0.080-inch) nickel-copper alloy, 1.6-mm (0.062-inch) soft-annealed, stainless steel or 1.6-mm (0.062-inch) soft-annealed, galvanized steel.

12.3 PART 3 - EXECUTION 126

12.3.1 3.1 EXAMINATION 126

12.3.1.1 A. Examine substrates and conditions for compliance with requirements for installation tolerances and other conditions affecting performance of insulation application.

12.3.1.2 B. Proceed with installation only after unsatisfactory conditions have been corrected. 126

12.3.2 3.2 PREPARATION 127

12.3.2.1 A. Surface Preparation: Clean and dry surfaces to receive insulation.

Remove materials that will adversely affect insulation application. 127

12.3.2.2 B. Mix insulating cements with clean potable water. 127

12.3.3 3.3 GENERAL INSTALLATION REQUIREMENTS 127

12.3.3.1 A. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of piping including fittings, valves, and specialties.

12.3.3.2 B. Install insulation materials, forms, vapor barriers or retarders, jackets, and thicknesses required for each item of pipe system as specified in insulation system schedules.

12.3.3.3 C. Install accessories compatible with insulation materials and suitable for the service. Install accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state.

12.3.3.4 D. Install insulation with longitudinal seams at top and bottom of horizontal runs. 127

12.3.3.5 E. Install multiple layers of insulation with longitudinal and end seams staggered. 127

12.3.3.6 F. Do not weld brackets, clips, or other attachment devices to piping, fittings, and specialties. 127

12.3.3.7 G. Keep insulation materials dry during application and finishing. 127

12.3.3.8 H. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with adhesive recommended by insulation material manufacturer.

12.3.3.9 I. Install insulation with least number of joints practical. 127

12.3.3.10 J. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers, supports, anchors, and other projections with vapor-barrier mastic.

12.3.3.11 K. Apply adhesives, mastics, and sealants at manufacturer's recommended coverage rate and wet and dry film thicknesses. 127

12.3.3.12 L. Install insulation with factory-applied jackets as follows: 128

12.3.3.13 M. Cut insulation in a manner to avoid compressing insulation more than 75 percent of its nominal thickness. 128

12.3.3.14 N. Finish installation with systems at operating conditions. Repair joint separations and cracking due to thermal movement. 128

12.3.3.15 O. Repair damaged insulation facings by applying same facing material over damaged areas. Extend patches at least 100 mm (4 inches) beyond damaged areas. Adhere, staple, and seal patches similar to butt joints.

12.3.3.16 P. For above-ambient services, do not install insulation to the following: 128

12.3.4 3.4 PENETRATIONS 128

12.3.4.1 A. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated): Install insulation continuously through walls and partitions.

12.3.4.2 B. Insulation Installation at Floor Penetrations: 128

12.3.5 3.5 GENERAL PIPE INSULATION INSTALLATION 129

12.3.5.1 A. Requirements in this article generally apply to all insulation materials except where more specific requirements are specified in various pipe insulation material installation articles.

12.3.5.2 B. Insulation Installation on Fittings, Valves, Strainers, Flanges, and Unions: 129

12.3.6 3.6 INSTALLATION OF FLEXIBLE ELASTOMERIC INSULATION 130

12.3.6.1 A. Seal longitudinal seams and end joints with manufacturer's recommended adhesive to eliminate openings in insulation that allow passage of air to surface being insulated.

12.3.6.2 B. Insulation Installation on Pipe Flanges: 130

12.3.6.3 C. Insulation Installation on Pipe Fittings and Elbows: 130

12.3.6.4 D. Insulation Installation on Valves and Pipe Specialties: 130

12.3.7 3.7 INSTALLATION OF MINERAL-FIBER INSULATION 130

12.3.7.1 A. Insulation Installation on Straight Pipes and Tubes: 130

12.3.7.2 B. Insulation Installation on Pipe Flanges: 131

12.3.7.3 C. Insulation Installation on Pipe Fittings and Elbows: 131

12.3.7.4 D. Insulation Installation on Valves and Pipe Specialties: 131

12.3.8 3.8 FIELD-APPLIED JACKET INSTALLATION 131

12.3.8.1 A. Where PVC jackets are indicated, install with 25-mm (1-inch) overlap at longitudinal seams and end joints. Seal with manufacturer's recommended adhesive.

12.3.9 3.9 FINISHES 131

12.3.9.1 A. Flexible Elastomeric Thermal Insulation: After adhesive has fully cured, apply two coats of insulation manufacturer's recommended protective coating.

12.3.10 3.10 PIPING INSULATION SCHEDULE, GENERAL 131

12.3.10.1 A. Acceptable preformed pipe and tubular insulation materials and thicknesses are identified for each piping system and pipe size range.

If more than one material is listed for a piping system, selection from materials listed is Contractor's option.

12.3.11 3.11 INDOOR PIPING INSULATION SCHEDULE 132

12.3.11.1 A. Domestic Cold Water: 132

12.3.11.2 B. Domestic Hot and Recirculated Hot Water: 132

13 221116 Domestic Water Piping 133

13.1 PART 1 - GENERAL 133

13.1.1 1.1 RELATED DOCUMENTS 133

13.1.1.1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

13.1.2 1.2 SUMMARY 133

13.1.2.1 A. Section Includes: 133

13.1.3 1.3 SUBMITTALS 133

13.1.3.1 A. Submittals shall comply with the requirements of the Construction Contract Clauses, Division 01 Section "Submittals" and the individual sections specifying the work.

13.1.3.2 B. Provide piping layouts, including pipe size and insulation requirements, to General Contractor for inclusion in project coordination drawings.

13.1.3.3 C. Field quality-control reports. 133

13.1.4 1.4 QUALITY ASSURANCE 133

13.1.4.1 A. Piping materials shall bear label, stamp, or other markings of specified testing agency. 133

13.1.4.2 B. Comply with NSF 61 for potable domestic water piping and components. 133

13.2 PART 2 - PRODUCTS 133

13.2.1 2.1 PIPING MATERIALS 133

13.2.1.1 A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, fitting materials, and joining methods for specific services, service locations, and pipe sizes.

13.2.2 2.2 COPPER TUBE AND FITTINGS 134

13.2.2.1 A. Hard Copper Tube: ASTM B 88M, Type B (ASTM B 88, Type L) water tube, drawn temper. 134

13.2.3 2.3 PIPING JOINING MATERIALS 134

13.2.3.1 A. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813. 134

13.2.4 2.4 DIELECTRIC FITTINGS 134

13.2.4.1 A. General Requirements: Assembly of copper alloy and ferrous materials with separating nonconductive insulating material. Include end connections compatible with pipes to be joined.

13.2.4.2 B. Dielectric Nipples: 134

13.2.5 2.5 FLEXIBLE CONNECTORS 134

13.2.5.1 A. Flexible connectors shall have materials suitable for system fluid.

Include 1200 kPa (175-psig) minimum working-pressure rating and ends according to the following:

13.3 PART 3 - EXECUTION 135

13.3.1 3.1 PIPING INSTALLATION 135

13.3.1.1 A. Drawing plans, schematics, and diagrams indicate general location and arrangement of domestic water piping. Indicated locations and arrangements are used to size pipe and calculate friction loss, expansion, and other design considerations. Instal...

13.3.1.2 B. Install domestic water piping level without pitch and plumb. 135

13.3.1.3 C. Install piping concealed from view and protected from physical contact by building occupants unless otherwise indicated and except in equipment rooms and service areas.

13.3.1.4 D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

13.3.1.5 E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal, and coordinate with other services occupying that space.

13.3.1.6 F. Install piping adjacent to equipment and specialties to allow service and maintenance. 135

13.3.1.7 G. Install piping to permit valve servicing. 135

13.3.1.8 H. Install nipples, unions, special fittings, and valves with pressure ratings the same as or higher than system pressure rating used in applications below unless otherwise indicated.

13.3.1.9 I. Install piping free of sags and bends. 135

13.3.1.10 J. Install fittings for changes in direction and branch connections. 135

13.3.1.11 K. Install unions in copper tubing at final connection to each piece of equipment, machine, and specialty. 135

13.3.1.12 L. Install sleeve seals for piping penetrations of concrete slabs.

Comply with requirements for sleeve seals specified in Division 22 Section "Sleeves and Sleeve Seals for Plumbing Piping."

13.3.1.13 M. Install escutcheons for piping penetrations of walls, ceilings, and floors where exposed. Comply with requirements for escutcheons specified in Division 22 Section "Escutcheons for Plumbing Piping."

13.3.2 3.2 JOINT CONSTRUCTION 135

13.3.2.1 A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. 135

13.3.2.2 B. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly. 136

13.3.2.3 C. Soldered Joints: Apply ASTM B 813, water-flushable flux to end of tube. Join copper tube and fittings according to ASTM B 828 or CDA's "Copper Tube Handbook."

13.3.3 3.3 VALVE INSTALLATION 136

13.3.3.1 A. General-Duty Valves: Comply with requirements in Division 22 Section "General-Duty Valves for Plumbing Piping" for valve installations.

13.3.3.2 B. Install shutoff ball valve close to water main on each branch and riser serving plumbing fixtures or equipment, on each water supply to equipment, and on each water supply to plumbing fixtures that do not have supply stops.

13.3.4 3.4 FLEXIBLE CONNECTOR INSTALLATION 136

13.3.4.1 A. Install bronze-hose flexible connectors in copper domestic water tubing. 136

13.3.5 3.5 HANGER AND SUPPORT INSTALLATION 136

13.3.5.1 A. Comply with requirements in Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment" for pipe hanger and support products and installation.

13.3.5.2 B. Support vertical piping and tubing at base and at each floor. 136

13.3.5.3 C. Rod diameter may be reduced one size for double-rod hangers, to a minimum of 10 mm (3/8 inch). 136

13.3.5.4 D. Install hangers for copper tubing with the following maximum horizontal spacing and minimum rod diameters: 136

13.3.5.5 E. Install supports for vertical copper tubing every 3 m (10 feet). 137

13.3.5.6 F. Support piping and tubing not listed in this article according to MSS SP-69 and manufacturer's written instructions. 137

13.3.6 3.6 CONNECTIONS 137

13.3.6.1 A. Drawings indicate general arrangement of piping, fittings, and specialties. 137

13.3.7 3.7 IDENTIFICATION 137

13.3.7.1 A. Identify system components. Comply with requirements in Division 22 Section "Identification for Plumbing Piping and Equipment" for identification materials and installation.

13.3.8 3.8 FIELD QUALITY CONTROL 137

13.3.8.1 A. Perform tests and inspections. 137

13.3.8.2 B. Piping Inspections: 137

13.3.8.3 C. Piping Tests: 137

13.3.8.4 D. Domestic water piping will be considered defective if it does not pass tests and inspections. 138

13.3.8.5 E. Prepare test and inspection reports. 138

13.3.9 3.9 ADJUSTING 138

13.3.9.1 A. Perform the following adjustments before operation: 138

13.3.10 3.10 CLEANING 138

13.3.10.1 A. Clean and disinfect potable domestic water piping as follows: 138

13.3.10.2 B. Prepare and submit reports of purging and disinfecting activities. 139

13.3.11 3.11 PIPING SCHEDULE 139

13.3.11.1 A. Transition and special fittings with pressure ratings at least equal to piping rating may be used in applications below unless otherwise indicated.

13.3.11.2 B. Aboveground domestic water piping shall be one of the following: 139

14 221316 Sanitary Waste and Vent Piping 140

14.1 PART 1 - GENERAL 140

14.1.1 1.1 RELATED DOCUMENTS 140

14.1.1.1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

14.1.2 1.2 SUMMARY 140

14.1.2.1 A. Section Includes: 140

14.1.3 1.3 PERFORMANCE REQUIREMENTS 140

14.1.3.1 A. Components and installation shall be capable of withstanding the following minimum working pressure unless otherwise indicated: 140

14.1.3.2 B. Plastic Piping shall not be used. 140

14.1.4 1.4 SUBMITTALS 140

14.1.4.1 A. Submittals shall comply with the requirements of the Construction Contract Clauses, Division 01 Section "Submittals" and the individual sections specifying the work.

14.1.4.2 B. Field quality-control reports. 140

14.1.4.3 C. Provide piping layouts, including pipe size, to General Contractor for inclusion in project coordination drawings. 140

14.1.5 1.5 QUALITY ASSURANCE 140

14.1.5.1 A. Piping materials shall bear label, stamp, or other markings of specified testing agency. 140

14.2 PART 2 - PRODUCTS 141

14.2.1 2.1 PIPING MATERIALS 141

14.2.1.1 A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, fitting materials, and joining methods for specific services, service locations, and pipe sizes.

14.2.2 2.2 HUBLESS, CAST-IRON SOIL PIPE AND FITTINGS 141

14.2.2.1 A. Pipe and Fittings: ASTM A 888 or CISPI 301. 141

14.2.2.2 B. CISPI, Hubless-Piping Couplings: 141

14.2.3 2.3 COPPER TUBE AND FITTINGS 141

14.2.3.1 A. Copper DWV Tube: ASTM B 306, drainage tube, drawn temper. 141

14.2.3.2 B. Copper Drainage Fittings: ASME B16.23, cast copper or ASME B16.29, wrought copper, solder-joint fittings. 141

14.2.3.3 C. Solder: ASTM B 32, lead free with ASTM B 813, water-flushable flux. 141

14.2.4 2.4 SPECIALTY PIPE FITTINGS 141

14.2.4.1 A. Transition Couplings: 141

14.3 PART 3 - EXECUTION 142

14.3.1 3.1 PIPING INSTALLATION 142

14.3.1.1 A. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations

14.3.1.2 B. Install piping in concealed locations unless otherwise indicated and except in equipment rooms and service areas. 142

14.3.1.3 C. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

14.3.1.4 D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. 142

14.3.1.5 E. Install piping to permit valve servicing. 142

14.3.1.6 F. Install piping at indicated slopes. 143

14.3.1.7 G. Install piping free of sags and bends. 143

14.3.1.8 H. Install fittings for changes in direction and branch connections. 143

14.3.1.9 I. Install piping to allow application of insulation where required. 143

14.3.1.10 J. Make changes in direction for soil and waste drainage and vent piping using appropriate branches, bends, and long-sweep bends.

Sanitary tees and short-sweep 1/4 bends may be used on vertical stacks if change in direction of flow is from horizontal...

14.3.1.11 K. Install soil and waste drainage and vent piping at the following minimum slopes unless otherwise indicated: 143

14.3.1.12 L. Install cast-iron soil piping according to CISPI's "Cast Iron Soil Pipe and Fittings Handbook," Chapter IV, "Installation of Cast Iron Soil Pipe and Fittings."

14.3.1.13 M. Install aboveground copper tubing according to CDA's "Copper Tube Handbook." 143

14.3.1.14 N. Do not enclose, cover, or put piping into operation until it is inspected and approved by authorities having jurisdiction. 143

14.3.1.15 O. Install escutcheons for piping penetrations of walls, ceilings, and floors where exposed. Comply with requirements for escutcheons specified in Division 22 Section "Escutcheons for Plumbing Piping."

14.3.2 3.2 JOINT CONSTRUCTION 143

14.3.2.1 A. Join hubless, cast-iron soil piping according to CISPI 310 and CISPI's "Cast Iron Soil Pipe and Fittings Handbook" for hubless-piping coupling joints.

14.3.2.2 B. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

14.3.2.3 C. Join copper tube and fittings with soldered joints according to ASTM B 828. Use ASTM B 813, water-flushable, lead-free flux and ASTM B 32, lead-free-alloy solder.

14.3.3 3.3 SPECIALTY PIPE FITTING INSTALLATION 144

14.3.3.1 A. Transition Couplings: 144

14.3.4 3.4 HANGER AND SUPPORT INSTALLATION 144

14.3.4.1 A. Comply with requirements for pipe hanger and support devices and installation specified in Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment."

14.3.4.2 B. Support horizontal piping and tubing within 300 mm (12 inches) of each fitting, valve, and coupling. 144

14.3.4.3 C. Support vertical piping and tubing at base and at each floor. 144

14.3.4.4 D. Rod diameter may be reduced one size for double-rod hangers, with 10-mm (3/8-inch) minimum rods. 144

14.3.4.5 E. Install hangers for cast-iron soil piping with the following maximum horizontal spacing and minimum rod diameters: 144

14.3.4.6 F. Install supports for vertical cast-iron soil piping every 4.5 m (15 feet). 144

14.3.4.7 G. Install hangers for copper tubing with the following maximum horizontal spacing and minimum rod diameters: 145

14.3.4.8 H. Install supports for vertical copper tubing every 3 m (10 feet). 145

14.3.4.9 I. Install hangers for piping with the following maximum horizontal spacing and minimum rod diameters: 145

14.3.4.10 J. Support piping and tubing not listed above according to MSS SP-69 and manufacturer's written instructions. 145

14.3.5 3.5 CONNECTIONS 145

14.3.5.1 A. Drawings indicate general arrangement of piping, fittings, and specialties. 145

14.3.5.2 B. Where installing piping adjacent to equipment, allow space for service and maintenance of equipment. 145

14.3.6 3.6 IDENTIFICATION 145

14.3.6.1 A. Identify exposed sanitary waste and vent piping. Comply with requirements for identification specified in Division 22 Section " Identification for Plumbing Piping and Equipment."

14.3.7 3.7 FIELD QUALITY CONTROL 145

14.3.7.1 A. During installation, notify authorities having jurisdiction at least 24 hours before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction.

14.3.7.2 B. Reinspection: If authorities having jurisdiction find that piping will not pass test or inspection, make required corrections and arrange for reinspection.

14.3.7.3 C. Reports: Prepare inspection reports and have them signed by authorities having jurisdiction. 146

14.3.7.4 D. Test sanitary drainage and vent piping according to procedures of authorities having jurisdiction or, in absence of published procedures, as follows:

14.3.8 3.8 CLEANING AND PROTECTION 146

14.3.8.1 A. Clean interior of piping. Remove dirt and debris as work progresses. 146

14.3.8.2 B. Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work.

14.3.8.3 C. Place plugs in ends of uncompleted piping at end of day and when work stops. 146

14.3.9 3.9 PIPING SCHEDULE 146

14.3.9.1 A. Aboveground, soil, waste and vent piping shall be any of the following: 146

14.3.9.2 B. Indirect waste piping, including mechanical equipment condensate waste piping: 147

15 221319 Sanitary Waste Piping Specialties 148

15.1 PART 1 - GENERAL 148

15.1.1 1.1 RELATED DOCUMENTS 148

15.1.1.1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

15.1.2 1.2 SUMMARY 148

15.1.2.1 A. This Section includes the following sanitary drainage piping specialties: 148

15.1.2.2 B. Related Sections include the following: 148

15.1.3 1.3 DEFINITIONS 148

15.1.3.1 A. HDPE: High-density polyethylene plastic. 148

15.1.3.2 B. PE: Polyethylene plastic. 148

15.1.3.3 C. PP: Polypropylene plastic. 148

15.1.3.4 D. PVC: Polyvinyl chloride plastic. 148

15.1.4 1.4 SUBMITTALS 148

15.1.4.1 A. Submittals shall comply with the requirements of the Construction Contract Clauses, Division 01 Section "Submittals" and the individual sections specifying the work.

15.1.4.2 B. Product Data: For each type of product indicated. Include rated capacities, operating characteristics, and accessories for the following: 148

15.1.5 1.5 QUALITY ASSURANCE 149

15.1.5.1 A. Drainage piping specialties shall bear label, stamp, or other markings of specified testing agency. 149

15.1.5.2 B. Comply with NSF 14, "Plastics Piping Components and Related Materials," for plastic sanitary piping specialty components. 149

15.2 PART 2 - PRODUCTS 149

15.2.1 2.1 CLEANOUTS 149

15.2.1.1 A. Exposed Metal Cleanouts (CO): 149

15.2.1.2 B. Cast-Iron Wall Cleanouts (WCO): 149

15.2.2 2.2 FLOOR DRAINS 150

15.2.2.1 A. Cast-Iron Floor Drains (FD): 150

15.2.3 2.3 MISCELLANEOUS SANITARY DRAINAGE PIPING SPECIALTIES 150

15.2.3.1 A. Floor-Drain, Trap-Seal Primer Fittings: 150

15.3 PART 3 - EXECUTION 150

15.3.1 3.1 INSTALLATION 150

15.3.1.1 A. Refer to Division 22 Section "Common Work Results for Plumbing" for piping joining materials, joint construction, and basic installation requirements.

15.3.1.2 B. For cleanouts located in concealed piping, install cleanout wall access covers, of types indicated, with frame and cover flush with finished wall.

15.3.1.3 C. Install floor drains in flooring provided under other sections. Set grates of drains flush with finished floor. 151

15.3.1.4 D. Install floor-drain, trap-seal primer fittings on inlet to floor drains. 151

15.3.1.5 E. Install air-gap fittings on draining-type backflow preventers and on indirect-waste piping discharge into sanitary drainage system. 151

15.3.1.6 F. Install wood-blocking reinforcement for wall-mounting-type specialties. 151

15.3.1.7 G. Install traps on plumbing specialty drain outlets. Omit traps on indirect wastes unless trap is indicated. 151

15.3.2 3.2 CONNECTIONS 151

15.3.2.1 A. Piping installation requirements are specified in other Division 22 Sections. Drawings indicate general arrangement of piping, fittings, and specialties.

15.3.2.2 B. Install piping adjacent to equipment to allow service and maintenance. 151

15.3.3 3.3 PROTECTION 151

15.3.3.1 A. Protect drains during remainder of construction period to avoid clogging with dirt or debris and to prevent damage from traffic or construction work.

15.3.3.2 B. Place plugs in ends of uncompleted piping at end of each day or when work stops. 151

Hodgdon Bathrooms Drawings 061220 152

1 Hodgdon 1 of 9 152

2 Hodgdon 2 of 9 153

3 Hodgdon 3 of 9 154

4 Hodgdon 4 of 9 155

5 Hodgdon 5 of 9 156

6 Hodgdon 6 of 9 157

7 Hodgdon 7 of 9 158

8 Hodgdon 8 of 9 159

9 Hodgdon 9 of 9 160

DB Wages 2020 07 17 161

Agreement 165

RepsCerts 203

CRQ 210

Evaluation Factor Checklist 212

GSA Solicitation No. 47PB0220R0005

Document: C201-SAT-LPTA/AUGUST 2019 (The Solicitation)

Simplified Acquisition construction Contract for: Hodgdon Border Patrol Sector Headquarters Bathroom Renovations and Option, US Route 1, Hodgdon, ME 04730

The Solicitation

Table of Contents

I. General Information A. The Solicitation and Contract B. List of Solicitation Documents C. Authorized Representatives D. Estimated Price Range E. FAR 52.236-27 Site Visit – Construction F. Receipt of Offers

II. Proposals

A. Proposal Contents B. Proposal Format C. Price Proposal D. Technical Proposal E. Other Information to Submit with Proposal

III. General Provisions

A. Availability of Funds B. Requests for Clarification or Interpretation C. Notice to Small Business Firms D. Information Concerning the Disclosure of Solicitation Results E. Affirmative Procurement Program F. Notice Concerning Preparation of Proposals G. Bond/Payment Protection Requirements H. Contractor Performance Information I. Safeguarding Document Designated as Sensitive But Unclassified

IV. FAR/GSAR Solicitation Provisions A. FAR 52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal

Employment Opportunity for Construction B. FAR 52.225-10 Notice of Buy American Requirement-Construction Materials C. Buy American Exceptions D. FAR 52.252-1 Solicitation Provisions Incorporated by Reference E. GSAR 552.102 Incorporating Provisions and Clauses by Reference F. Additional Provisions

(i) GSAR 552.236-74, Evaluation of Options (Mar 2019)

(ii) GSAR Clause 552.236-77, Government’s Right to Exercise Options (Mar

2019) V. Instructions to Offerors and Clauses

A. FAR 52.215-1 Instructions to Offerors – Competitive Acquisition B. FAR 52.204-25, Prohibition on Contracting for Certain Telecommunications and

Video Surveillance Services or Equipment (AUG 2019)

C. GSAR 552.204-70, Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment. (DEVIATION I) (AUG 2019)

D. FAR 52.223-21 FOAMS

E. FAR 52.222-62 Paid Sick Leave F. Security Requirements G. Additional Clauses

(i) GSAR Clause 552.211-10 Commencement, Prosecution and Completion of Work (Mar 2019)

(ii) GSAR Clause 552.211-12, Liquidated Damages –Construction (Mar 2019)

(iii) GSAR Clause 552.211-13, Time Extensions (Mar 2019)

(iv) GSAR Clause 552.211-70, Substantial Completion (Mar 2019)

(v) GSAR Clause 552.232-5, Payment Under Fixed Price Construction

Contracts (Mar 2019)

(vi) GSAR Clause 552.236-6, Superintendence by the Contractor (Mar 2019)

(vii) GSAR Clause 552.236-11, Use and Possession Prior to Completion (Mar

2019)

(viii) GSAR Clause 552.236-70, Authorities and Limitations (Mar 2019)

(ix) GSAR Clause 552.236-71, Contractor Responsibilities (Mar 2019)

(x) GSAR Clause 552.236-72, Submittals (Mar 2019)

(xi) GSAR Clause 552.236-73, Subcontracts (Apr 1984)

(xii) GSAR Clause 552.243-71, Equitable Adjustments (Mar 2019)

VI. Method Of Award A. Evaluation of Offers – Lowest Price Technically Acceptable B. Lowest Price Technically Acceptable Evaluation Process C. Price Reasonableness/Price Realism D. Unbalanced Prices

Notice to Offerors of Total Small Business Set-Aside

The General Services Administration (GSA) is setting aside the contract under the following clause found in the Agreement:

52.219-6, Notice of Total Small Business Set-Aside

I. General Information

I.A. The Solicitation and Contract

(1) This Solicitation is set-aside for Small Businesses, in accordance with FAR 19. This Solicitation sets forth requirements for proposals for a Contract to construct the Project described in the Solicitation Documents. Proposals conforming to the Solicitation requirements will be evaluated in accordance with the Method of Award set forth herein. The Government will award the Contract to the selected Offeror, subject to the conditions set forth herein.

(2) Neither the Solicitation nor any part of an Offeror's proposal shall be part of the Contract except to the extent expressly incorporated therein by…