CLIN_0001_Specifications-LUXC182109.pdf

LUXC182109

Repair Grout & Replace Concrete Masonry

Units on Exterior of Buildings 81 & 82

South Dakota Air National Guard Joe Foss Field

Sioux Falls, South Dakota 57104

South Dakota Air National Guard

114th Fighter Wing

Sioux Falls, South Dakota

PROPERTY OF THE UNITED STATES GOVERNMENT -- FOR OFFICIAL USE ONLY.

Do not remove this notice. Properly destroy documents when no longer needed.

STATEMENT OF WORK 01 0001 - Page 1

SECTION 01 0001 1

STATEMENT OF WORK 2

PART 1 – GENERAL 3

1.01 PROJECT DESCIPTION 4

The Project consists of REPAIR CONCRETE MASONRY UNITS ON BUILDINGS 81 & 82, 5

PROJECT NO. LUXC182109, SOUTH DAKOTA AIR NATIONAL GUARD, SIOUX FALLS, 6

SOUTH DAKOTA, as indicated on Contract Documents. 7

The Work includes, but is not limited to the following (Contractor to furnish all materials, 9 equipment, and labor, except for where specifically noted): 10

1. Building 81-Munitions Administration: The location of this work is on the west-facing 11 exterior wall of the high roof of the high bay area of the building. To access the wall 12 area, personnel will have to climb up through the roof hatch in Room 108B (Equipment) 13 or utilize a personnel lift. The scope of this work includes the following: 14

A. Remove and reinstall the existing steel roof cap covering parapet wall 15

(approximately 39’ 6”). 16

B. Remove and replace one (1) - 8” (h) x 16” (w) x 4” (d) (nominal dimension) 17

Concrete Masonry Unit (CMU) to match existing. 18

C. Repoint all joints along the entire exterior wall. Wall is 66” tall X 39’ 4” long 19

(216.33 sq.ft.). The wall consists of 8 courses of 8” x 16” (nominal) CMUs. 20

Pointing: Horizontal-7 joints x 39’ 6” = 276.5 lineal feet + Vertical-30 joints x 5’ 6” 21

= 165 lineal feet. Total estimated pointing is 441.5 lineal feet of joint 22

D. Remove and replace joint sealant. One (1) horizontal joint at bottom of wall x 39.33 23 lineal feet. 24

2. Building 82-Magazine Storage (West Wall): The location of this work is on the west-25 facing exterior wall of the west wing of the building. Wall dimensions are 30’ 0” long 26 and 16’ 8” tall. The scope of this work includes the following: 27

A. Remove and reinstall the existing steel roof cap covering parapet wall 28

(approximately 30’ 0”). 29

B. Remove and replace twenty (20) - 8” (h) x 16” (w) x 4” (d) (nominal dimension) 30

Concrete Masonry Unit (CMU) to match existing. Replacements are required on 3 31 different vertical lines of the west wall. The following are approximate locations of 32 the CMUs to be replaced: 33

1. 6 CMU at mid-south of wall 34

2. 10 CMU near north edge of wall 35

3. 4 CMU at north edge of wall (one block is red accent block) 36

C. Repoint all joints along the entire exterior wall. Wall is 16’ 8” tall X 30’ 0” long 37

(500 sq.ft.). The wall consists of 25 courses of 8” x 16” (nominal) CMUs. Pointing: 38

Horizontal-24 joints x 30’ 0” = 720 lineal feet + Vertical-22 joints x 16’ 8” = 366.67 39 lineal feet. Total estimated pointing is 1,086.67 lineal feet of joint 40

D. Remove and replace joint sealant. One (1) vertical joint x 16.67 lineal feet. 41

E. Remove and reinstall one building sign. 42

F. Remove and reinstall one light fixture. 43

STATEMENT OF WORK 01 0001 - Page 2

3. Building 82-Magazine Storage (South Wall): The location of this work is on the south-1 facing exterior wall of the west wing of the building by “B” door. The scope of this work 2 includes the following: 3

A. Remove and replace two (2) - 8” (h) x 16” (w) x 4” (d) (nominal dimension) 4

Concrete Masonry Units (CMU) to match existing. Repoint the joints. Total 5 estimated pointing is 9 lineal feet of joint. See picture below. 6

B. Remove and replace joint sealant. One (1) horizontal joint x 1.00 lineal feet. 7

C. Remove and replace two (2) - 8” (h) x 16” (w) x 4” (d) (nominal dimension) 9

Concrete Masonry Units (CMU) to match existing. Location is low to the ground at 10 the west side of “B” door. One CMU is the burnished color and one CMU is red 11 accent block. Repoint the joints. Total estimated pointing is 9 lineal feet of joint. 12

4. Building 82-Magazine Storage (North Wall): The location of this work is on the north-13 facing exterior wall of the west wing of the building. Wall dimensions are 74’ 0” long 14 and 16’ 8” tall. The scope of this work includes the following: 15

A. Remove and reinstall the existing steel roof cap covering parapet wall 16

(approximately 74’ 0”). 17

B. Remove and replace eighty-one (81) - 8” (h) x 16” (w) x 4” (d) (nominal dimension) 18

Concrete Masonry Units (CMU) to match existing. Replacements are required on 19

12 different vertical lines of the north wall. The following are approximate 20 locations of the CMUs to be replaced: 21

1. 10 CMU at northwest corner of wall. 22

2. 6 CMU on vertical line approximately 8’ east of northwest edge of wall. (one 23 block is red accent block) 24

STATEMENT OF WORK 01 0001 - Page 3

3. 4 CMU on vertical line of west light-all units are above the light. 1

4. 12 CMU on vertical line approximately 8’ east of the west light. 2

5. 12 CMU on vertical line approximately 10’ east of the west downspout. (one 3 block is red accent block) 4

6. 4 CMU on vertical line approximately 6’ west of the east downspout. (from 5

6’ down to ground) 6

7. 6 CMU on vertical line approximately 4’ west of the east downspout. (from 7

6’ up to top of wall) 8

8. 7 CMU on vertical line approximately 2’ west of the east downspout. (one 9 block is red accent block 10

9. 2 CMU at west edge of overhead door. 11

10. 5 CMU above overhead door. (one block is red accent block) 12

11. 1 CMU under the light above the overhead door 13

12. 12 CMU at east edge of overhead door (two blocks are red accent blocks) 14

C. Repoint all joints along the entire exterior wall. Wall is 16’ 8” tall X 74’ 0” long 15

(1,233.33 sq.ft.). The wall consists of 25 courses of 8” x 16” (nominal) CMUs. 16

Pointing: Horizontal-24 joints x 74’ 0” = 1,776 lineal feet + Vertical-55 joints x 16’ 17

8” = 916.67 lineal feet. Subtracting joints for overhead door wall area is Horizontal-18

14 joints x 12’ 0” = 168 lineal feet + Vertical-9 joints x 10’ 0” = 90 lineal feet., but 19 horizontal returns into door are 14 joints X 8” each X 2 sides of door = 18.67 lineal 20 feet. Subtracting for personnel door wall area is Horizontal-14 joints x 3’ 4” = 46.67 21 lineal feet + Vertical-3 joints x 10’ 0” = 30 lineal feet., but horizontal returns into 22 door are 14 joints X 8” each X 2 sides of door =18.67 lineal feet Total estimated 23 pointing is 2,395.33 lineal feet of joint 24

D. Remove and replace joint sealant. Eight (8) vertical or horizontal joints: 25

1. One vertical joint – 16.67 lineal feet each 26

2. Two vertical joints – 7.33 lineal each (one above personnel door, one above 27 overhead door) 28

3. Two vertical joints – 10.00 lineal each (along either side of overhead door) 29

4. Two vertical joints – 10.00 lineal each (along either side of personnel door) 30

5. One vertical joint – 25.33 lineal feet each (east of overhead door where 31 original building connects to 2010 addition) 32

E. Remove and reinstall two (2) light fixtures. 33

F. Remove and reinstall one (1) horn/speaker. 34

G. Remove and reinstall two (2) roof drain gutters. 35

All CMUs to be replaced are 4” deep face block. All CMU was originally manufactured by Gage 36

Bros, Inc./Sweetman Const. Co., Sioux Falls, SD 37

All work shall be completed in compliance with the attached drawings and specifications. 38

PART 2 – PRODUCTS (NOT APPLICABLE TO THIS SECTION) 39

PART 3 – EXECUTION (NOT APPLICABLE TO THIS SECTION) 40

END OF SECTION 41

SUMMARY 01 1000 - Page 1

SECTION 01 1000 1

SUMMARY 2

PART 1 GENERAL 3

1.01 SECTION INCLUDES 4

A. Schedule of Values. 5

B. Project Coordination. 6

C. Project Submittals. 7

D. Construction Staking. 8

E. Locating Existing Utilities. 9

F. Certified Independent Testing Company. 10

G. References to Manufacturers’ Products. 11

H. Product Selection. 12

I. Compliance with Standards. 13

J. Sole-Source Service Vendors. 14

K. Work Clearance Request. 15

L. Hazardous Materials Control Forms. 16

M. Equipment/Warranty Summary. 17

N. Construction Information Real Property. 18

O. As-Built Document Submittals. 19

P. Record Drawings. 20

Q. Temporary Facilities. 21

R. Weather Protection and Temporary Heating. 22

S. Temporary Toilet. 23

T. Trash. 24

U. Recycled Materials. 25

V. Historical and Archeological. 26

W. Burn Permits. 27

X. Security Procedures. 28

Y. Contract Drawings and Projects Manual. 29

Z. Project Staffing. 30

AA. Hours of Work. 31

BB. Quality Control Services. 32

CC. Submittals. 33

DD. Examination of Premises. 34

EE. Work Sequence. 35

FF. Permits, Fees, and Notices. 36

GG. Regulatory, Code, and Technical Standards. 37

HH. Measurements. 38

II. Errors, Omissions, and Discrepancies. 39

JJ. Published Specifications and Standards. 40

SUMMARY 01 1000 - Page 2

KK. Barricades and Protection of public. 1

LL. Delivery and Protection of Materials. 2

MM. Clean Up. 3

NN. HVAC System Balancing. 4

OO. Responsibility. 5

PP. Construction Contractor’s Use of Premises. 6

QQ. Substantial Completion. 7

RR. Final Acceptance. 8

1.02 SCHEDULE OF VALUES 9

A. Schedule of Values: The Construction Contractor must furnish the U.S. Government with a 10

“Schedule of Values” at the pre-performance (preconstruction) conference. This schedule shall 11 provide a detailed breakdown of contract price, listing all expenses/costs with a line item value 12 of $5,000.00 or more. As a minimum, this schedule shall be a listing of each section of the 13 specifications, with subcategory prices listed thereunder. Bonds and insurance shall not be 14 included in the above-mentioned prices, but shall be listed separately as Items 1 and 2 of said 15 schedule. The U.S. Government will announce the format of this schedule at the pre-16 construction conference. The schedule will be utilized by the U.S. Government, in conjunction 17 with the Construction Contractor's progress schedule, as a basis for reviewing applications for 18 payment. 19

B. Also refer to Section 01 3000 - ADMINISTRATIVE REQUIREMENTS. 20

1.03 PROJECT COORDINATION 21

A. At the pre-performance conference the Construction Contractor shall coordinate with the U.S. 22

Government's Contracting Officer's Representative to establish AF Form 3064 Contractor’s 23

Progress Schedule (Section 00 3400, Exhibit A). If the performance period is greater than 59 24 days, AF Form 3065 Contract Progress Reports (Section 00 3400, Exhibit B) are mandatory (if 25 less than 59 days, Contract Progress Reports may also be required IAW Construction 26

Solicitation/Contract). The Construction Contractor shall coordinate construction activities with 27 all subcontractors and other entities involved to ensure efficient and orderly installation of each 28 part of the work. 29

1.04 PROJECT SUBMITTALS 30

A. The CES Form 66 Schedule of Material Submittals (Section 00 3400, Exhibit C) lists the 31 required material submittals and the quantity of each document to be submitted by the 32

Construction Contractor. Upon contract award the Construction Contractor and the U.S. 33

Government's Contracting Officer's Representative shall review the CES Form 66 and establish 34 submittal dates for each line item. The Construction Contractor is to complete a Material 35

Approval Submittal AF Form 3000 (Section 00 3400, Exhibit D) to be used as a transmittal for 36 the material submittal documents. The AF Form 3000 data shall include the line item number 37 and description that correlates with the CES Form 66 data. An electronic AF Form 3000 will be 38 provided to the Construction Contractor by the U.S. Government's Contracting Officer. The 39

Construction Contractor shall provide the completed (signed and dated) AF Form 3000 with 40 applicable attachments, in the quantities listed on the CES Form 66 and forward to the 41 appropriate party as identified at the preconstruction conference. The AF Form 3000 and 42 supporting documents are to be electronically transmitted by the Construction Contractor 43

(exception being drawings). The U.S. Government's Contracting Officer's Representative shall 44 review and forward to the U.S. Government's Contracting Officer for approval/disapproval. The 45

SUMMARY 01 1000 - Page 3

U.S. Government's Contracting Officer will make distribution to the appropriate parties. 1

Disapproved material submittals shall be re-submitted in accordance with the contract 2 document. Submittals received by sources other than the Construction Contractor will be 3 returned without action. 4

1.05 CONSTRUCTION STAKING 5

A. The Construction Contractor shall provide their own construction staking. The South Dakota 6

Air National Guard will provide, in two dimensional AutoCAD format, the plan drawings to the 7 contactor. 8

1.06 LOCATING EXISTING UTILITIES 9

A. The Construction Contractor shall hire an independent company specializing in locating 10 existing utilities for the purpose of locating all utilities within the construction limits. This 11 includes, but is not limited to, public and privately owned utilities, including those owned and 12 maintained by the South Dakota Air National Guard. The Government is not responsible for 13 errors or omissions on drawings used for locating existing utilities. 14

1.07 CERTIFIED INDEPENDENT TESTING COMPANY 15

A. The Construction Contractor shall select and pay a Certified Independent Testing Agency to 16 perform all specified quality control services/tests. 17

1.08 REFERENCES TO MANUFACTURERS’ PRODUCTS 18

A. When the Specifications or Drawings refer to a product of one or more manufacturers or a 19 product listing is provided indicating an equal or equivalent product; it shall be regarded as 20 establishing a desired standard of performance and quality only. This information shall not be 21 construed as limiting competition and the U.S. Government is making no warranty of 22 availability or fitness of these products for use. The contract will be governed by the “Materials 23 and Workmanship” clause (FAR 52.236-5) in the construction contract. 24

1.09 PRODUCT SELECTION 25

A. Product selection is governed by the Contract Documents and governing regulations, not by 26 previous project experience. Procedures governing product selection include the following: 27

Where labeling by a standards organization such as Underwriters Laboratories, Inc. is required 28 in the technical sections of the specification; the Construction Contractor shall submit proof that 29 the item that he proposes to furnish under this specification conforms to the standard listed. The 30 label of the listed organization shall be accepted as conforming to this requirement. In lieu of 31 the label, the Construction Contractor may submit a written certification from any nationally 32 recognized testing agency, adequately equipped and competent to perform such services, that 33 the item has been tested and conforms to the listed standards, including method of test, of the 34 listed organizations. 35

1.10 COMPLIANCE WITH STANDARDS 36

A. Compliance with Standards, Codes and Regulations: Where the specifications only require 37 compliance with an imposed code, standard or regulation; select a product that complies with 38 the standards, codes or regulations specified. 39

1.11 SOLE-SOURCE SERVICE VENDORS 40

A. The U.S. Government has service contracts with several vendors, such as direct digital controls 41 and security alarm systems. The Construction Contractor shall coordinate with the U.S. 42

Government's vendors. 43

SUMMARY 01 1000 - Page 4

1.12 WORK CLEARANCE REQUEST 1

A. Work Clearance Request: The Construction Contractor shall complete CES Form 18 Base Civil 2

Engineering Work Clearance Request (Section 00 3400, Exhibit E) to the U.S. Government's 3

Contracting Officer's Representative prior to start of Work. Construction Contractor shall 4 complete the form in its entirety and submit it to the U.S. Government's Contracting Officer's 5

Representative for approval and signature before any digging or excavation is started. The U.S. 6

Government's Contracting Officer’s Representative will complete Parts 1 and 2. The 7

Construction Contractor shall complete parts 4 through 8. Parts 9A through 9Q shall be 8 accomplished by the Construction Contractor by securing the review and sign-off by the 9 representative utilities/organizations. 10

1.13 HAZARDOUS MATERIAL CONTROL FORMS 11

A. Hazardous Material Control Form: The Construction Contractor shall provide a listing of all 12 hazardous materials that shall be used on the project utilizing the Contractor Hazardous 13

Materials Approval Form (Section 00 3400, Exhibit F). The Construction Contractor shall 14 provide a completed Contractor Hazardous Materials Approval Form to the U.S. Government's 15 representative prior to beginning any construction activities on the 1st day of each month for 16 the duration of the construction performance period and on the last day Construction Contractor 17 is at the project site. At the conclusion of the project after all work has been accomplished, and 18 as part of project closeout procedures, the Contractor shall provide a listing of all hazardous 19 materials that were used on the project and the respective quantities that were used by 20 completing the Contractor Hazardous Materials Usage Tracking Form (Exhibit G). 21

B. The Construction Contractor will establish hazardous material (HM) storage and distribution 22 system when HM is to be used. All HM required to support the contract will be reported to 23

Hazardous Material Pharmacy (HMP) using the Contractor HM Identification Form. Additional 24

HM needed by the Construction Contractor will be identified to the U.S. Government's 25

Contracting Officer’s Representative and approved by the HMP. 26

C. The Construction Contractor and all subcontractors that will use HM for their work must 27 register with the U.S. Government's Base HMP prior to start of work to support the 28 installation's compliance with Executive Order 12856 (requires Federal Facilities to comply 29 with the Emergency Community Right to Know Act). 30

1.14 EQUIPMENT/WARRANTY SUMMARY 31

A. The Construction Contractor shall furnish the U.S. Government with the equipment data and 32 warranties itemized on CES Form 2 Equipment/Warranty Summary (Section 00 3400, Exhibit 33

H). It shall be completed in its entirety and submitted to the U.S. Government's Contracting 34

Officer’s Representative prior to Beneficial Occupancy (Final Inspection) and request for final 35 payment. The Construction Contractor shall attach to the summary all warranties, properly 36 executed with the manufacturer by the supplier, installer or subcontractor and 37 equipment/material schedule for each of the mechanical items provided. 38

1.15 CONSTRUCTION INFORMATION, REAL PROPERTY 39

A. The Construction Contractor shall complete and submit the DD Form 1354 Construction 40

Information, Real Property (Section 00 3400, Exhibit I) for use by the U.S. Government at 41 project completion and prior to final payment. The report data on Pages 2 through 8 must be in 42 sufficient detail (by breakdown of contract price to various elements of the contract work) to 43 allow the U.S. Government to apply such costs/values to its real property records. 44

SUMMARY 01 1000 - Page 5

1.16 AS-BUILT DOCUMENT SUBMITTALS 1

A. Maintain a clean undamaged set of blue/black line white prints of contract and shop drawings. 2

In RED, mark the set to show the actual installation where installation varies from the work as 3 originally shown. Mark or record all changes, modifications or revisions which occur during 4 construction. Mark whichever drawing is most capable of showing the conditions fully and 5 accurately. Where shop drawings are used record a cross reference at the corresponding 6 location on the contract drawings. Give special attention to elements that would be difficult to 7 measure at a later date. Mark new information that is important to the U.S. Government's 8

Contracting Officer's Representative that is not shown on the drawings. These drawings shall be 9 marked and certified As-Builts. These documents shall be turned over to the U.S. Government's 10

Contracting Officer's Representative with the Record Drawings. 11

1. Maintain on-site one set of the following documents; record actual revisions to the Work: 12

a. Drawings. 13

b. Specifications. 14

c. Addenda. 15

d. Change Orders and other modifications to the Contract. 16

e. Reviewed shop drawings, product data, and samples. 17

f. Field changes. 18

2. Ensure entries are complete and accurate, enabling future reference by the U.S. 19

Government. 20

3. Store redline/as-built documents separate from documents used for construction. 21

4. Record information concurrent with construction progress; maintain up-to-date 22 documentation. 23

B. As-Built Drawings and Shop Drawings: Legibly mark each item to record actual construction 24 including: 25

1. Measured depths of foundations in relation to finish first floor datum. 26

2. Measured horizontal and vertical locations of underground utilities and appurtenances, 27 referenced to permanent surface improvements. 28

3. Measured locations of internal utilities and appurtenances concealed in construction, 29 referenced to visible and accessible features of the Work. 30

4. Field changes of dimension and detail. 31

5. Details not on original Contract drawings. 32

C. Specifications: Legibly mark and record at each product section description of actual products 33 installed, including the following: 34

1. Manufacturer's name and product model and number. 35

2. Product substitutions or alternates utilized. 36

3. Changes made by Addenda and modifications. 37

1.17 RECORD DRAWINGS 38

A. Obtain a copy of the electronic construction drawings in AutoCAD format. Prepare record 39 drawings reflecting the redline/as-builts. 40

1. Ensure entries are complete and accurate, enabling future reference by the U.S. 41

Government. 42

2. Submit Record Drawings at project closeout prior to submitting application for final 43 payment. 44

SUMMARY 01 1000 - Page 6

1.18 TEMPORARY FACILITIES 1

A. The Construction Contractor shall provide its own utilities and billable meters for construction 2 of the project. The Construction Contractor is responsible for the cost of all utilities used on the 3 project, including but not limited to, water, sanitary sewer, electricity, and gas charges by the 4 utility companies or the U.S. Government for the duration of the project. The Construction 5

Contractor shall also be responsible for the costs of propane and heaters for temporary heating. 6

B. If the Construction Contractor receives permission from the U.S. Government to modify or alter 7 any existing utilities, the Construction Contractor is responsible for furnishing and paying for 8 any such modifications and all additional temporary utility services other than those already 9 identified above. This includes arranging with utility companies for these additional services. 10

Any expense incurred to gain access to utilities (temporary tap-ins, temporary meters, etc.) shall 11 be the responsibility of the Construction Contractor in accordance with the clause entitled 12

“Availability and Use of Utility Services” (FAR Clause 52.236-14). Any utilities modified by 13 the Construction Contractor will be returned to their original or final configurations before the 14 end of the contract. 15

C. The Construction Contractor is responsible for all costs of other temporary facilities such as 16 those described in this Section, Section 01 5000 - TEMPORARY FACILITIES AND 17

CONTROLS, Section 01 5713 - TEMPORARY EROSION AND SEDIMENT CONTROL, 18

SECTION 01 5813 - TEMPORARY PROJECT SIGNAGE, and SECTION 01 5950 - SAFETY 19

AND HEALTH. 20

1.19 WEATHER PROTECTION AND TEMPORARY HEATING 21

A. The Construction Contractor shall furnish, install and maintain temperature and weather 22 protection to include, but not necessarily limited to, temporary shelters, insulated mats and heat 23 as may be required to properly protect all parts of construction to include, but not necessarily be 24 limited to, underground utilities, footings, foundations, masonry and all above- and below-25 ground parts of the structure. The temporary shelters, insulated mats and heat will be provided 26 to ensure continuous progress is made on the project. The Construction Contractor shall pay for 27 all utility costs associated with the temperature and weather protection. The Construction 28

Contractor shall be responsible for repairs and maintenance to the temporary heating system or 29 units and protection during the period of building construction or remodeling. Where existing 30 or new air ducts are used; the Construction Contractor, at termination of such use, shall deliver 31 them to the U.S. Government in as-new condition by cleanout out the ducts and replacing all 32 filters. 33

1.20 TEMPORARY TOILET 34

A. The Construction Contractor shall provide appropriate temporary toilets for use by construction 35 personnel use. The toilets shall be kept in clean conditions and shall be serviced at appropriate 36 intervals. 37

1.21 TRASH 38

A. The Construction Contractor shall provide appropriate dumpsters for trash and ensure that 39 debris will not litter the project site or neighborhood. The Construction Contractor shall pay for 40 all trash services required for use on the project. 41

B. Recycling is required for this project. Refer to Section 01 7419 - CONSTRUCTION WASTE 42

MANAGEMENT AND DISPOSAL and Section 01 3329 - SUSTAINABLE DESIGN AND 43

REPORTING for additional requirements. 44

SUMMARY 01 1000 - Page 7

1.22 RECYCLED MATERIALS 1

A. Products with Recycled/Recovered Content shall be used as required by the Comprehensive 2

Procurement Guideline (CPG), published by the Environmental Protection Agency (EPA). 3

B. Overall Project Requirement: Provide products with recycled content such that the sum of post-4 consumer recycled content plus one-half of the post-industrial recycled content constitutes at 5 least 10 percent of the total value of all products installed, except mechanical and electrical 6 components. 7

1. The Construction Contractor to provide a summary of recycled/recovered product used at 8 project completion. 9

2. Specific Product Categories: Provide recycled content as specified elsewhere. 10

3. Sustainable Design Submittals: State unit cost, post-consumer and post-industrial content 11 percentages, quantity installed, total material cost, and total recycled content value; attach 12 evidence of contents from either manufacturer or an independent agency. 13

4. If the required materials are cost prohibitive or not available in this location, a justification 14 must be prepared and submitted to the U.S. Government's Contracting Officer's 15

Representative . The product listing is available on the EPA website, or by request from 16 the U.S. Government's Contracting Officer's Representative. 17

1.23 HISTORICAL AND ARCHAEOLOGICAL 18

A. If during the course of construction, evidence of deposits of historical or archaeological interest 19 is found, the Contractor shall cease operations affecting the find and shall notify the 20

Contracting Officer. Compensation to the Contractor, if any, for lost time or changes in 21 construction resulting from the find, shall be determined in accordance with changed or extra 22 work provisions of the Contract Documents. 23

1.24 BURN PERMIT 24

A. One business day prior to any work requiring welding, soldering, or other work requiring an 25 open flame, the Contractor shall obtain a burn permit from the SDANG Base Fire Department. 26

PART 2 PRODUCTS - NOT USED 27

PART 3 EXECUTION 28

3.01 SECURITY PROCEDURES 29

A. Provide security and facilities to protect the work, and the U.S. Government's operations from 30 unauthorized entry, vandalism, or theft. 31

B. Provide secure storage for materials for which the U.S. Government has made payment and 32 which are stored on site. 33

C. Limit access to the site to persons involved in the work. 34

D. Provide temporary fencing to secure access to the flight line and as required to secure the work. 35

1. Flight Line Temporary Security Fencing: 36

a. Utilize existing permanent security fencing and controlled gates to the extent 37 possible. 38

b. Other temporary security fencing shall be 6-foot tall, 2-inch chain-link fencing with 39 terminal posts at terminations and corners and line posts evenly spaced b no more 40 than ten feet apart. Bury posts no less than 30 inches deep encased in concrete. 41

c. Remove temporary security fencing, and posts; fill and compact holes after the 42 permanent security fencing is installed and gates are operational. 43

2. Temporary Construction Fencing: 44

SUMMARY 01 1000 - Page 8

a. Provide temporary construction fencing to secure stored materials and construction 1 equipment and to protect workers, Base personnel, consultants, and visitors. 2

3.02 CONTRACT DRAWINGS AND PROJECT MANUAL 3

A. Accompanying this Project Manual are the Drawings, which are complementary to this Project 4

Manual and intended to coordinate the work of this Project. Any work included in one and not 5 the other shall be fully executed as though included in both. 6

B. The Drawings and Project Manual for this Project are developed only for use as Contract 7

Documents and are not intended for any other use. Some documents and data may be released 8 to others only with written permission from the U.S. Government and with limitations on its use 9 and with certain conditions. Any supplemental electronic data or information obtained from the 10

U.S. Government for use by the Construction Contractor or its subcontractors and suppliers is 11 provided without warranty. Neither the U.S. Government nor its consultants shall be held liable 12 for the use of this information. 13

C. The Project Manual is divided into various divisions and sections for the convenience of the 14

Construction Contractor. Each division is not necessarily all-inclusive, and related items may 15 appear in various divisions. The Construction Contractor shall be solely responsible to furnish 16 and install all items shown on the Drawings, and/or included in the Project Manual regardless 17 of where they appear. 18

3.03 PROJECT STAFFING 19

A. The Construction Contractor shall provide a full time non-labor project superintendent who 20 must be approved by the U.S. Government's Contracting Officer's Representative. For the 21 duration of the project, the superintendent shall not be withdrawn, become part-time or replaced 22 without the written permission of the U.S. Government's Contracting Officer's Representative. 23

B. Security Checklist: The Construction Contractor shall fill out and submit the Consent for 24

Background Check (Section 00 3400, Exhibit J) for each employee that is to work within the 25

South Dakota Air National Guard facility including, but not limited to, the Construction 26

Contractor's workers, equipment operators, foremen, administrative staff, delivery drivers, and 27 subcontractors, inclusive of anyone who requires site access. Security checklist must be 28 received by the U.S. Government a minimum of seven (7) days prior to base admittance. If 29 needed, all construction personnel shall coordinate with the U.S. Government for the 30 procurement of Defense Biometric Identification System (DBIDS) access cards. 31

3.04 HOURS OF WORK 32

A. The Construction Contractor shall furnish sufficient forces to ensure the execution of the work 33 within the time stated. 34

B. Construction Contractor's Working Hours: The Construction Contractor working hours shall be 35 established to occur during weekdays, Monday through Friday, from 7:00am to 5:30pm except 36 on U.S. Government Holidays. 37

1. The Construction Contractor will not be allowed to work during weekends or outside of 38 the listed hours without prior approval. 39

3.05 QUALITY CONTROL SERVICES 40

A. Where called for in specifications, and in the event that any material is questionable, the 41

Construction Contractor shall furnish acceptable proof as to its quality or equality to the 42 standards specified, including laboratory tests as may be requested by the U.S. Government to 43 establish such proof. 44

SUMMARY 01 1000 - Page 9

B. Duties of the Testing Agency: The Certified Independent Testing Agency, engaged to perform 1 inspections, sampling and testing of materials and construction specified in individual 2

Specification Sections, shall cooperate with the U.S. Government's Contracting Officer and the 3

Construction Contractor in performance of its duties, and shall provide qualified personnel to 4 perform required inspections and tests. 5

1. The Agency shall notify the U.S. Government's Contracting Officer's Representative and 6 the Construction Contractor promptly of irregularities or deficiencies observed in the 7

Work during performance of its services. 8

2. The Agency is not authorized to release, revoke, alter or enlarge requirements of the 9

Contract Documents, or approve or accept any portion of the Work. 10

3. The Agency shall not perform any duties of the Construction Contractor. 11

C. The Construction Contractor is responsible for scheduling times for inspections, tests, taking 12 samples and similar activities. When initial tests indicate non-compliance with the contract 13 documents, all subsequent re-testing occasioned by the non-compliance shall be performed by 14 the same testing laboratory and the costs thereof shall be paid by the Construction Contractor. 15

3.06 SUBMITTALS 16

A. Refer to Section 01 3000 - ADMINISTRATIVE REQUIREMENTS. 17

3.07 EXAMINATION OF PREMISES 18

A. Each Offeror shall inform itself of conditions under which the work is to be performed 19 concerning the project, the obstacles that may be encountered, and all other relevant matters 20 concerning the work to be performed. 21

1. The Construction Contractor shall locate all utilities in proximity to the project site 22 including U.S. Government-owned utilities such as ramp light and barrier feeds and 23 communications. Preliminary location information can be provided, however the 24 responsibility rests solely on the Construction Contractor to obtain the final locations of 25 all existing utilities. 26

B. No extra compensation will be allowed for failure to secure information available prior to 27

Offer. 28

3.08 WORK SEQUENCE 29

A. Construct the Work in a single phase. 30

B. Continuation of site utilities feeding other U.S. Government building facilities and operations 31 that are intended to remain in service is critical during construction. The Construction 32

Contractor shall coordinate with and provide sufficient notice to the U.S. Government of any 33 shutdowns needed to transfer or relocate service. 34

C. Coordinate construction schedule and operations with the U.S. Government. The Construction 35

Contractor shall give adequate advance notice to the U.S. Government of near completion of 36 each stage and readiness to start the next. Coordination shall include the following Base 37 departments: Contracting, Civil Engineering, Safety, Security, Fire Department, Environmental, 38

Bio-Environmental, Communications, Intel, Operations, and Maintenance as applicable to the 39 project. 40

3.09 PERMITS, FEES AND NOTICES 41

A. There are no plan check review fees. 42

B. There are no building permit fees. 43

C. The Construction Contractor and its subcontractors are responsible for securing and paying for 44 other permits and governmental fees, licenses and inspections necessary for the proper 45

SUMMARY 01 1000 - Page 10 execution and completion of the Work which are customarily secured after execution of the 1

Contract and which are legally required at the time the bids are received or negotiations 2 concluded. This shall include, but not be limited to: 3

1. Inspections and certificates from the Base Fire Department. 4

2. The Construction Contractor shall comply with and give notices required by laws, 5 ordinances, rules, regulations and lawful orders of the public authority bearing on the 6 performance of the Work. 7

3.10 REGULATORY, CODE, AND TECHNICAL STANDARDS 8

A. The following regulations, codes, and standards are applicable to this project: 9

1. 2018 International Building Code (IBC). 10

2. 2018 International Fire Code (IFC). 11

3. 2018 International Plumbing Code (IPC). 12

4. 2018 International Mechanical Code (IMC). 13

5. 2017 National Electric Code (NEC). 14

6. Air Force Regulations. 15

7. Air National Guard Design Policy, Engineering Technical Letters, Technical Orders and 16 other Regulations. 17

8. ASHRAE: HVAC Design. 18

9. ASHRAE Std. 62-89 (R), ASHRAE Std. 90.1, and AFOSH Std. 161-2: Ventilation. 19

10. NRCA Roofing Manual: Membrane Roof Systems-2019. 20

11. ASCE 7: Vertical and Horizontal Design Loads. 21

12. ACI 302.1: Concrete Floor Slabs on Grade. 22

13. State of South Dakota and City of Sioux Falls Regulations: Water, Sewer, Storm Drainage 23 and Electrical Supplied by Public Utilities. 24

14. Code of Federal Regulations (CFR), State of South Dakota: Energy, Environmental 25

Protection, Safety. 26

15. OSHA, AFOSH: Safety. 27

16. NEC: Electrical Design. 28

17. USGBC: LEED 2009 for New Construction. 29

18. Other regulations and standards may also be applicable. 30

3.11 MEASUREMENTS 31

A. Before ordering any materials or doing any work, the Construction Contractor shall verify all 32 measurements at the project site and building and shall be responsible for the correctness of 33 same. No extra compensation will be allowed on account of difference between actual 34 dimensions and the measurements indicated on the drawings. Any difference, which may be 35 found, shall be submitted to the U.S. Government for consideration before proceeding with the 36 work. 37

3.12 ERRORS, OMISSIONS AND DISCREPANCIES 38

A. In the event of any error, omission or discrepancy in or between plans and specifications that 39 exists or appears to exist, the Construction Contractor shall not take advantage of discrepancy, 40 but notify the U.S. Government before submitting its proposal. 41

3.13 PUBLISHED SPECIFICATIONS AND STANDARDS 42

A. Any material or operation specified by reference to the published specification of a 43 manufacturer or other institute or industry specifications or standards shall comply with the 44 requirements of the specifications and standards listed. 45

SUMMARY 01 1000 - Page 11

3.14 BARRICADES AND PROTECTION OF PUBLIC 1

A. The Construction Contractor shall erect and maintain in good condition, suitable barricades for 2 the protection of the public into the area of work. All barricades shall be erected immediately 3 upon starting the work and shall be maintained throughout the construction period. Protection 4 and barricades shall meet the approval of the U.S. Government and local ordinances. 5

3.15 DELIVERY AND PROTECTION OF MATERIALS 6

A. Deliver all materials in the original packages, containers, crates and bundles, bearing the name 7 of the manufacturer and the brand. Except as otherwise specified herein, the mixing, 8 installation, and application of materials shall be in strict accordance with the printed directions 9 of the manufacturer and supplier. 10

B. Store materials off the ground, under cover from dampness. Exercise care in handling units to 11 avoid chipping, abrasion and breakage. Locate storage piles, stacks, or bins to protect materials 12 from damage, rust, contamination and avoid being disturbed. 13

C. Materials stored on-site or materials installed that are absorptive shall be protected from 14 moisture damage. 15

D. Building construction materials that show visual evidence of biological growth due to the 16 presence of moisture shall not be installed on the building project. 17

3.16 CLEAN UP 18

A. The site shall be kept in a clean and tidy condition at all times during the work and all rubbish 19 removed from the premises. No final payment will be made until all rubbish and debris has 20 been removed. No burning will be permitted on the premises. 21

B. Traffic areas will be broomed and cleaned at regular intervals to reduce the potential for 22

Foreign Object Damage (FOD) to aircraft. 23

3.17 HVAC SYSTEM BALANCING (Not Used) 24

A. The Construction Contractor shall employ a test and balancing company to complete the system 25 balancing in accordance with the project specifications. Note that the balancing by the 26

Construction Contractor must be in the presence of, and the method be approved by, the U.S. 27

Government through the Base Bioenvironmental Technician. 28

B. Refer to Section 01 3329 - SUSTAINABLE DESIGN AND REPORTING. 29

3.18 RESPONSIBILITY 30

A. The U.S. Government's review, approval, acceptance of, or payment for shop drawings or work 31 required under this contract shall not be construed to relieve the Construction Contractor of 32 responsibility, or operate as a waiver of any rights, under this contract. The Construction 33

Contractor shall be and remain liable to the U.S. Government in accordance with applicable law 34 for all damages to the U.S. Government caused by the Construction Contractor's negligent 35 performance of any of the work furnished under this contract. 36

3.19 CONSTRUCTION CONTRACTOR'S USE OF PREMISES 37

A. General: During construction, adjacent structures and drives will be occupied by the U.S. 38

Government. The Construction Contractor shall take the necessary means to ensure continuous 39 access to these existing facilities. Arrange for the use of the site and premises to allow: 40

1. Occupancy. 41

2. Work by others. 42

3. Work by the U.S. Government. 43

4. Use of the site and premises by building users and the public. 44

SUMMARY 01 1000 - Page 12

B. Materials storage areas shall allow for adequate circulation and safety. 1

C. Construction Operations: Limited to areas noted on Drawings. 2

D. Provide access to and from the site as required by law and by the U.S. Government: 3

1. Emergency Building Exits During Construction: Keep all exits required by code open 4 during construction period; provide temporary exit signs if exit routes are temporarily 5 altered. 6

2. Do not obstruct roadways, sidewalks, or other public ways without permit. 7

E. Existing building spaces may not be used for construction materials or equipment storage. 8

F. Utility Outages and Shutdown: 9

1. Limit disruption of utility services to adjacent existing facilities affected by project 10 construction activities to hours that they are unoccupied. 11

2. Do not disrupt or shut down life safety systems, including, but not limited to, fire 12 sprinklers and fire alarm system, without 7 days notice to the U.S. Government and Base 13

Crash/Fire Rescue. 14

3. In such cases where life safety systems need to be shut down, coordinate a fire watch with 15 the U.S. Government. 16

4. Prevent accidental disruption of utility services to other facilities. 17

3.20 SUBSTANTIAL COMPLETION 18

A. Preliminary Procedures: Before requesting inspection for Substantial Completion, complete the 19 following. 20

1. Submit specific warranties, workmanship bonds, maintenance agreements, final 21 certifications and similar documents. 22

2. Obtain and submit releases enabling the U.S. Government unrestricted use of the Work 23 and access to services and utilities; including occupancy permits, operating certificates 24 and similar releases. 25

3. Deliver tools, spare parts, extra stock, and similar items. 26

4. Complete final clean up requirements, including touch-up painting. Touch-up and 27 otherwise repair and restore marred exposed finishes. 28

5. Submit As-Builts and Record Documents. 29

6. Provide copies of Construction Contractor's Punch Lists indicating completed work. 30

B. Inspection Procedures: When the Project is complete and ready to turn over to the U.S. 31

Government, the Construction Contractor will coordinate with the U.S. Government to 32 establish a final inspection date. 33

1. If the inspection discloses no deficiencies other than minor punchlist items or items of 34 delayed completion awaiting seasonal opportunity, the U.S. Government's Contracting 35

Officer's Representative will notify the Construction Contractor, and a Certificate of 36

Substantial Completion will be completed. 37

2. If the inspection reveals major work items, the Construction Contractor is required to 38 correct the work. After the work is completed, another inspection will be scheduled. 39

3. The Construction Contractor shall be responsible for the costs of the U.S. Government and 40 its consultants' services for Substantial Completion re-inspections. 41

C. List of Incomplete Items: 42

1. A record of incomplete or unsatisfactory items of contract work will be prepared for the 43

Construction Contractor's use; however, this list is not intended to be comprehensive, and 44 do not relieve the Construction Contractor from responsibility to provide a complete 45 project. 46

SUMMARY 01 1000 - Page 13

2. Copies will be distributed by the U.S. Government to the Construction Contractor. 1

3. The U.S. Government will determine the amount of retainage withheld for incomplete 2 work. 3

3.21 FINAL ACCEPTANCE 4

A. Preliminary Procedures: Before requesting final acceptance and final payment, complete the 5 following. 6

1. Submit the final payment request with releases and supporting documentation not 7 previously submitted and accepted. Include certificates of insurance for products and 8 completed operations where required. 9

2. Submit an updated final statement, accounting for final additional changes to the Contract 10

Sum. 11

3. Submit a certified copy of the final inspection list of items to be completed or corrected 12 stating that each item has been completed or otherwise resolved for acceptance and the list 13 has been endorsed and dated by the U.S. Government. 14

4. Submit a final liquidated damages settlement statement. 15

5. Submit evidence of final, continuing insurance coverage complying with insurance 16 requirements. 17

6. If the inspection discloses no deficiencies other than minor punchlist items or items of 18 delayed completion awaiting seasonal opportunity, the U.S. Government's Contracting 19

Officer's Representative will notify the Construction Contractor, and a certificate of final 20 acceptance will be prepared. 21

7. If the inspection reveals major work items, the Construction Contractor is required to 22 correct the work. After the work is completed, another inspection will be scheduled. 23

8. The Construction Contractor shall be responsible for the costs of the U.S. Government and 24 its consultants' services for final completion re-inspections. 25

B. Re-inspection Procedure: The Work will be re-inspected upon receipt of notice that the Work 26 including inspection list items from earlier inspections, has been completed, except items 27 whose completion has been delayed because of circumstances acceptable to the U.S. 28

Government's Contracting Officer’s Representative. 29

1. Upon completion of re-inspection, a certificate of final acceptance will be prepared, or the 30

Construction Contractor will be advised that the work is still incomplete or the obligations 31 have fulfilled but are required for final acceptance. 32

a. If necessary, re-inspection will be repeated, however, additional inspections will be 33 billed to the Construction Contractor. 34

3.22 OPERATION AND MAINTENANCE MANUALS 35

A. Refer to Section 01 7800 - CLOSEOUT SUBMITTALS for O&M manual requirements. 36

3.23 EQUIPMENT MAINTENANCE SCHEDULE 37

A. Prepare and submit an equipment maintenance schedule in accordance with Section 01 7800 - 38

CLOSEOUT SUBMITTALS. 39

3.24 SUBSTANTIAL AND FINAL COMPLETION 40

A. Substantial and Final Completion for the project shall be accomplished no later than the dates 41 established by the Contract Documents. 42

3.25 FINAL CLEANING 43

A. Refer to Section 01 7000 - EXECUTION AND CLOSEOUT REQUIREMENTS. 44

SUMMARY 01 1000 - Page 14

3.26 CLOSEOUT PROCEDURES 1

A. Refer to Section 01 7000 - EXECUTION AND CLOSEOUT REQUIREMENTS. 2

3.27 ATTACHMENTS: 3

A. AF Form 3064 – Contractor’s Progress Schedule 4

B. AF Form 3065 – Contract Progress Report 5

C. CES Form 66 – Schedule of Material Submittals 6

D. AF Form 3000 – Material Approval Submittal 7

E. CES Form 18 – Base Civil Engineering Work Clearance Request 8

F. Contractor’s Hazardous Material Approval Form 9

G. Contractor Hazardous Materials Usage Tracking Form 10

H. CES Form 2 – Equipment/Warranty Summary 11

I. DD Form 1354 - Construction Information Real Property 12

J. 114 SFS Form 48 – Consent for Background Check 13

END OF SECTION 14

Form Approved

OMB NO. 0704-0188

Public reporting burden for this collection of information is estimated to average 15 minutes per response. Including the time for reviewing instructions, searching existing data sources, gathering maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to Department Defense of Washington Headquarters Services, Directorate for information

Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project 0704-0188. Washington DC 20503. Please DO NOT RETURN your (form questionnaire) to either of these addresses. Send your completed (form questionnaire) to: SAF AQCO. Washington DC 20330-1000.

1. CONTRACT NO. 8. PROJECT TITLE 10. APPROVAL RECOMMENDED BY:

LUXC182109, Repair Grout & Replace CMU on Exterior of Bldgs. 81 & 82 DATE SIGNED INSTALLATIONS ENGINEERS'S SIGNATURE

2. STARTING DATE

3. COMPLETION DATE 9. SUBMITTED BY:

4. PURCHASE REQUEST NO. DATE SIGNED CONTRACTOR'S NAME (Last, First, Middle Initial) ADDRESS CONTRACTOR'S SIGNATURE 11. APPROVED BY:

5. PROJECT NO. LUXC182109 00/00/0000 (Street, City, State, Zip Code) DATE SIGNED CONTRACTING OFFICER'S SIGNATURE

6. ACTUAL STARTING DATE

7. ACTUAL COMPETION DATE

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AF Form 3064, JUN 90…