Attch 2 Civil Works Specs.pdf

1 February 2011

DEPARTMENT OF THE AIR FORCE

SPECIAL OPERATIONS COMMAND

1ST SPECIAL OPERATIONS WING

SPECIFICATIONS FOR:

BASE CIVIL WORKS IDIQ

HURLBURT FIELD, FLORIDA, 32544

CIVIDIQ2006

I-1

INDEX

PAGE NOS.

DIVISION l GENERAL 01000 General Requirements 01000-1 - 01000-8 01010 Summary of Work 01010-1 - 01010-4 01020 Method of Payment 01020-1 – 01020-15 01090 Reference Standards 01090-1 - 01090-3 01300 Submittals 01300-1 - 01300-2 01410 Testing Laboratory Services 01410-1 - 01410-2 01540 Affirmative Procurement 01540-1 - 01540-9 01560 Environmental Protection 01560-1 - 01560-12 01570 Traffic Regulation 01570-1 – 01570-2 01580 Project Sign 01580-1 – 01580-2 01590 Airfield Operations 01590-1 – 01590-1 01600 Material and Equipment 01600-1 - 01600-2 01700 Contract Closeout 01700-1 - 01700-10

DIVISION 2 SITE WORK

02070 Selective Demolition 02070-1 - 02070-1 02075 Asbestos Abatement 02075-1 - 02075-29 02110 Site Clearing & Grading 02110-1 - 02110-3 02215 Rip-Rap 02215-1 - 02215-4 02221 Excavation and Subgrade Preparation for Sidewalks, Curbs & Gutters 02221-1 – 02221-6 02222 Excavation & Trenching for Foundations, Slab on Grade, and Utility Systems 02222-1 – 02222-6 02222-1 - 02222-2 02223 Backfilling & Compaction 02223-1 - 02223-3 02224 Excavation and Preparation of Subgrade for Airfields 02224-1 – 02224-3 02231 Aggregate Base Course 02231-1 - 02231-3 02238 Portland Cement Stabilized Base Course 02238-1 – 02238-3 02281 Termite Control 02281-1 – 02281-2 02510 Asphaltic Concrete Paving 02510-1 – 02510-6 02529 Portland Cement Concrete Paving 02529-1 – 02529-19 02546 Cold Milling of Bituminous Pavement 02546-1 – 02546-1 02556 Asphalt Bituminous Heavy Duty Pavement for Airfields 02556-1 – 02556-9 02557 Pavement Markings, Airfields 02557-1 – 02557-2 02572 Asphalt Slurry Seal Coat 02572-1 – 02572-4 02579 Crack Sealing 02579-1 – 02579-2 02587 Pavement Markings for Roads and Parking Lots 02587-1 – 02587-3 02667 Site Water Lines 02667-1 - 02667-8 02720 Storm Drainage System 02720-1 – 02720-11 02800 Baseball Field Improvements 02732-1 – 02732-9 02732 Site Gravity Sanitary Sewage Systems 02732-1 - 02732-5 02811 Irrigation System 02811-1 - 02811-7 02830 Pre-Finished Metal Panel Fencing 02830-1 - 02830-3 02831 PVC Coated Chain Link Fencing System 02831-1 - 02831-4 02900 Seeding 02900-1 - 02900-2 02938 Sodding 02938-1 - 02938-6 02950 Landscape Planting 02950-1 - 02950-7 02952 Treatment of Existing Trees 02952-1 - 02952-2

DIVISION 3 CONCRETE

03100 Concrete Formwork 03100-1 - 03100-3 03200 Concrete Reinforcement 03200-1 - 03200-2 03250 Joints for Concrete Pavement 03250-1 – 03250-6 03251 Construction, Isolation & Contraction Joints 03251-1 - 03251-2 03300 Cast-in-Place Concrete 03300-1 - 03300-4 03346 Concrete Floor Finish 03346-1 - 03346-1 03370 Concrete Curing 03370-1 - 03370-2 03732 Concrete Repair 03732-1 – 03732-3

CIVIDIQ2006

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DIVISION 4 MASONRY

04100 Mortar 04100-1 - 04100-2 04300 Masonry Systems 04300-1 - 04300-8 04100-1 - 04100-2

DIVISION 11 EQUIPMENT

11306 Packaged Lift Stations 11306-1 - 11306-6

DIVISION 16 ELECTRICAL

16000 Basic Electrical Requirements 16000-1 - 16000-2 16111 Conduit 16111-1 - 16111-4 16170 Grounding and Bonding 16170-1 - 16170-2 16530 Site Lighting 16530-1 - 16530-3

End of Index

MS0105

01000-1

SECTION 01000: GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 INTENT:

A. The intent of this project is to provide the Government with a fully complete and useable building meeting all the requirements for its intended use, constructed to high standards and the requirements of the Contract Documents. A fully complete and useable building is defined as one that is constructed to meet the aesthetic, functional and structural properties required by the drawings, specifications, amendments issued prior to receipt of bids/proposals, and modifications issued after award of the contract. All work shall be constructed to meet or exceed industry or government standards, whichever is more stringent. All construction shall be executed in a professional manner resulting in a finished product of highest quality. All materials, equipment, and other products used in the construction shall be new or approved recyclable materials from an approved source. All new work shall be maintained in a clean condition, and shall be installed plumb, square, true to line and grade, and shall conform to the stated dimensions, notes, schedules, etc. The work shall be properly secured, consistent in quality, fit and finish, and installation, etc.

1.02 APPLICABILITY:

A. This section of the specification is applicable to all sections that follow.

1.03 INTERPRETATION OF CONTRACT DOCUMENTS:

A. Prospective bidders desiring further information, interpretation or clarification of the contract documents shall forward a written request to the Contracting Officer. The Contracting Officer is the sole authority for interpretation of intent of work and for approval of quality of materials and workmanship. Failure to request the above shall not be the basis for a change order. DO NOT

ASSUME THAT YOUR INTERPRETATION IS CORRECT.

1.04 CONFLICTS, DISCREPANCIES OR AMBIGUITIES:

A. Prior to submittal of a bid or proposal by the prime/general contractor, it is expected that each subcontractor, equipment and/or material supplier, and others associated with the project, shall have carefully examined as necessary, the drawings, specifications, and all addenda issued prior to the date of submission of the bid or proposal. Any and all conflicts, discrepancies or ambiguous language reasonably ascertainable from an inspection of the above and the project site that will affect the cost, quality, fit, finish, labor specified or required, equipment and/or materials specified or required, etc., necessary to fully complete the project and make it operational for it’s intended use, must immediately be brought to the attention of the prime/general contractor. The prime/general contractor must immediately notify the Contracting Officer in writing prior to submitting a bid or proposal and request written clarification of the conflict and/or discrepancy.

B. Conflicts, discrepancies and ambiguous language that are inconsistent with the intent as stated above include but are not limited to:

1. Ambiguous notes or statements or drawings or details.

2. Conflicting information on the drawings and/or in the specifications.

3. Errors or inconsistencies in schedules.

4. Dimensional errors.

5. Incomplete notes or dimensions or schedules.

6. Extraneous notes, dimensions or schedules that conflict with the drawings or specifications.

C. Conflicts, discrepancies or ambiguities brought to the attention of the Contracting Officer

AFTER award of contract WILL NOT be considered as a basis for a change in the work.

D. The intent of the above paragraphs is to increase the involvement of all persons associated with the project, particularly during the bid or proposal phase. Increased involvement during this phase will enhance the accuracy of the bid or proposal and reduce the potential for issuance of change orders during the construction phase.

1.05 DEFINITIONS:

A. “Contract Documents": Contract Documents consist of the Contract, drawings and specifications, all addenda issued prior to submission of the bid/proposal and all modifications and/or other directives issued

01000-2 after the award/execution of the contract. The intent of the Contract Documents is to provide the Contractor with all items of work necessary for the proper execution and completion of the project. The items listed are complementary, what is required by one shall be as binding as if required by all. In the event of a conflict between the drawings and the specifications, the specifications shall take precedence over the drawings, unless otherwise noted on the drawings. The Contractor shall perform all work consistent with and reasonably inferable from the Contract Documents as necessary to produce the intended results.

B. “Government”: The government is the United States of America. The government is the owner of the project.

C. “Prime Contractor”: The Prime/General Contractor is the person or entity who is qualified, bonded and insured, and who is responsible for preparing the bid/proposal and submitting it to the government. If the bid/proposal is accepted, the prime contractor will enter into a contract with the government to construct the work in accordance with the Contract Documents. The term “contractor” is used throughout the contract documents, and is synonymous with Prime/General Contractor, and means the contractor or the contractor’s authorized representative.

D. “Subcontractor”: A Subcontractor is a person or entity who prepares and submits a bid/proposal for a portion of the work to the contractor for his use in preparing his bid/proposal. During the construction phase, the subcontractor has a direct contract with the contractor to perform a portion of the work.

E. “Material/Equipment Suppliers”: Material/equipment suppliers are person(s) or entities who prepare and submit a bid/proposal to the contractor for his use in preparing his bid/proposal. During the construction phase, the material equipment supplier has a direct contract with the contractor to provide certain materials or equipment to be incorporated into the work.

F. “Project”: The project is the total construction of the work to be performed under the contract documents and may be the whole or part and which may include construction by the government.

G. “Work”: The term work means the providing of construction services required by the contract documents, and includes all labor, materials, equipment and other incidentals necessary to fulfill the contractor’s obligations. The work constitutes the whole project.

H. “Changes in the Work”: Changes in the work may be accomplished after award of contract without invalidating the contract. Changes in the work shall be based upon a mutual agreement between the contractor and the government. Changes in the work shall be performed under applicable provisions of the contract documents unless otherwise provided for in the change. The time to complete the additional work shall also be a part of the agreement.

1.06 COORDINATION:

A. The prime contractor is responsible for the overall coordination of the project during the bid and or the proposal phase and the construction phase.

1. Coordinate bid and or the proposal phase to assure that all materials, labor, equipment, etc., to be used in the construction of the project and necessary for the completion of the prime contractor’s bid/proposal, as defined in 1.01 above, are included in the bids of the respective suppliers and/or subcontractors work, i.e., civil, architectural, plumbing, HVAC, or electrical.

2. Coordinate construction phase to assure efficient and orderly progression of the work. Coordination shall include, but is not limited to, periodic meetings between the contractor and subcontractors to coordinate the work of each trade one with the other, installation of one part of the work that is dependent on the installation of other components either before or after it's own installation, the materials and equipment needed to properly complete the work and ordering of those materials and equipment, preparation of schedules, layouts and phasing of the work as required to meet the government's stated needs, installation of and removal of temporary facilities, preparation and delivery of submittals including shop drawings, manufacturer’s product data, etc., scheduling of construction activities in the sequence required to obtain the best results, installation of different components within the allotted space to assure maximum accessibility for required maintenance or repair, periodic inspections of the work to assure compliance with the Contract Documents, visual inspections of the work to assure compliance with aesthetic requirements, maintenance and completion of all contract closeout documents including the coordination of supporting closeout documents by all subcontractors, maintenance and completion of Construction Data Worksheet, verification of new utility connections to each item of existing and new equipment, verify measurements of existing and

01000-3 new work prior to installation of various components, proper storage of materials at the site particularly items requiring specific environmental conditions, protection of completed new work to minimize damage by other trades, cleaning, correction of punch list items of work after the final inspection, correction of warranty items during the warranty period, etc.

3. The prime contractor, each subcontractor, each equipment or material supplier and others who may be affiliated with the project are individually responsible for field verification of existing and new conditions that will affect their work, including the work of associated trades. Do not order, fabricate or install new items without field verification. Any discrepancy between the actual field dimension(s) and the size shown on the drawings, specifications, shop drawings, manufacturer’s product data, etc. must immediately be brought to the attention of the prime contractor, project inspector and Contracting Officer. The prime contractor shall request written direction from the Contracting Officer.

4. Prior to performing any Site work or work below grade, the Contractor must obtain a completed and signed copy of AF FORM 103, Base Civil Engineering Work Clearance Request.

B. Individual sections of this specification are taken from the Base Master Specification. Therefore, not all products (materials, equipment, etc.) specified may be required to complete the construction of this project. In accordance with 1.05 above, the contractor, each subcontractor, equipment and/or material supplier, and others associated with the project, must carefully examine the drawings to determine which products are required to fully complete the work. See paragraph 1.04 Discrepancies.

1.07 CONSTRUCTION DATA WORKSHEET

A. The contractor must complete the checklist attached at the end of this section.

1. Section 1.a. General Data Required: The government will complete Category Code and Facility number.

2. Section 1.b. Systems in Building: All.

3. Section 2. Specialized Buildings: All.

1.08 METHODS:

A. The site shall be prepared, maintained, and operated by the contractor throughout the Work.

Such preparation, maintenance, and operation include but are not limited to:

1. Preparation: Prevent damage to all existing construction, existing equipment and furnishings, existing utilities and paved areas, and new items such as recently installed materials and equipment, new stored materials, trees/shrubs/landscape features identified to remain at the site, and privately owned vehicles in and around the work site. The contractor responsible for the damage will be held liable for the repair or replacement of the damaged item as directed by the Contracting Officer.

2. Safety and Security: Occupied and unoccupied facilities must be maintained in a safe manner to prevent the possibility of injury to the occupants and workmen. Upon completion of the days work, the contractor is responsible for securing the facility to prevent unlawful entry to the facility. If the interior of the facility or any equipment or furnishings are damaged due to the contractor's failure to properly secure the facility, the prime contractor and/or the subcontractor responsible for securing the facility will be held liable for the repair of the facility and replacement of the damaged equipment or furnishings as directed by the Contracting Officer.

3. Maintenance: Maintain the site in a neat and orderly manner to include daily trash/debris removal, stacking of material, control of surface drainage, mowing, and road sweeping.

4. Operation: Follow Occupational Safety and Health Administration requirements, US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1, base law enforcement and base fire marshal requirements.

5. Trailers used for storage and/or temporary field offices shall be clean and well maintained and display only the name of the contractor or subcontractor.

1.09 CONSTRUCTION:

A. All work will be of professional quality. Intent of construction includes but is not limited to the following:

1. Utility connections shall be clean and complete. Contractor must request a utility outage from the Contracting Officer no less than 3 working days prior to a scheduled outage for a single facility, and 14 days for outages affecting multiple facilities.

2. Backfilling and compaction will be performed so settling shall not occur.

3. All disturbed areas and all new graded areas shall be graded smooth and sodded. Seeding will be permitted only if indicated on the drawings and/or approved by the Contracting Officer. Also, see other applicable sections(s) of the specification.

4. Construction shall be built to minimum industry tolerances unless otherwise noted and shall be square, true to line and grade, plumb and straight. Construct to the dimensions and elevations given on the drawings.

01000-4

5. Finishes shall be consistent in color and texture, and shall cover all exposed surfaces, including obscure surfaces.

6. All work shall be constructed and/or installed in strict accordance with the manufacturer’s written instructions, copies of which must be included with submittal documents.

7. Road/pavement cuts are not permitted unless approved by the Contracting Officer. If approved, road/pavement cuts must be submitted to the 16 th Civil Engineering Squadron, Engineering Flight

(16CES/CEC) in writing, two weeks prior to the scheduled road/pavement cut.

8. Under no circumstances will a utility outage or road cut be permitted without the required notification unless the Base Civil Engineer deems it an emergency.

9. Any contractor that connects to a Hurlburt Field fire hydrant for water usage must use an approved backflow preventer and provide proof to the 16CES/CEV (Environmental Flight) through the Contracting Officer that they are using a certified backflow prevention device. The certificate must be current to within 12 months of the date of connection and through the duration of water usage.

Certification must be by a Certified Backflow Tester certified by the State.

1.10 CONSTRUCTION STANDARDS:

A. This project shall be constructed to conform to the latest edition of the following standards.

1. ASTM: American Society for Testing and Materials

2. ACI: American Concrete Institute

3. International Code Council, 2003 edition

a. International Building Code

b. International Fuel Gas Code

c. International Mechanical Code

d. International Plumbing Code

e. NFPA: National Fire Protection Association.

f. NEC: National Electric Code G. Unified Facilities Criteria (UFC) UFC 4-010-01 dated 8 October 2003, DoD Minimum Antiterrorism

Standards for Buildings.

h. Unified Facilities Criteria (UFC) UFC 3-600-01dated 17 April 2003 with change 16 January 2004, Fire Protection Engineering for Facilities.

I. Americans with Disabilities Act

j. ASCE 7-98

k. 16

TH

Civil Engineer Squadron Design & Construction Standards. (Copy in 16 CES Engineering

Flight office)

B. The contractor is required to comply with all aspects of the Federal Aviation Regulation (FAR), Part 77, Objects Affecting Navigable Airspace, for all work associated with this contract. This includes, but is not limited to, the use of any and all equipment used to construct the facility and the facility itself. The contractor is required to obtain all necessary permits including FAA form 7460-1 (latest edition) and provide all necessary notices associated with this requirement. All work within the following areas must be coordinated in writing with the Contracting Officer 21 days in advance of commencement of the work:

1. LATERAL CLEARANCE AREA: A line 1000 feet from and parallel to the centerline of the runway.

2. TAXIWAY SETBACK: A line 200 feet from and parallel to the centerline of any taxiway.

3. APRON SETBACK: A line 125 feet from and parallel to the edge of the aircraft-parking apron.

4. CLEAR ZONE: A line 1500 feet from and parallel to the centerline of the runway beginning at the runway threshold and continuing for a distance of 3000 feet north and south of the ends of the runway.

C. A copy of FAR Part 77, and permit applications may be obtained from:

ARP Division ASO-600 Federal Aviation Administration P. O. Box 20636 Atlanta, Georgia 30320 Phone 404-3056700

1.11 SUBSTITUTIONS:

A. Throughout these specifications and/or on the drawings one or more "Trade Names" for a product may be listed. When this occurs, all parties agree that the phrases: "or equal," "or approved equal," and

"or equal as approved," follow each "Trade Name" listed. The contractor may submit substitute products, meeting the identified salient characteristics (physical and functional), to the Contracting Officer for review and approval. The term “Trade Names” includes Acceptable Manufacturers listed under PART 2 PRODUCTS of the specifications.

01000-5

B. Approval Required:

1. The Contract is based on the standards of quality established in the Contract Documents.

2. All products proposed for use, including those specified by required attributes and performance shall require approval by the Contracting Officer before being incorporated into the work.

3. Do not substitute materials, equipment, or methods unless such substitution has been specifically reviewed and approved for this Contract by the Contracting Officer.

4. Refer to section 01600 for substitution submittal requirements.

C. Do not assume that materials, equipment or methods submitted, as a substitution, will be approved as equal. The Contracting Officer is the sole interpreter of the Contract Documents.

1.12 ASBESTOS:

A. See section 01560, Environmental Protection

1.13 LEAD BASED PAINT

1.14 HAZARDOUS MATERIALS AND WASTE

1.15 CONTRACT PROGRESS REPORT

A. Contractor progress reports shall be made in a timely manner and in accordance with the contract documents.

B. Contractor shall use the Contract Progress Report form at the end of this section. As indicated on the form, all listed items of work may not be applicable to this project. Contractor shall submit completed form to include only those items of work applicable to this project.

C. Item 73, “Close-Out Documents” has been assigned a value of 3%. This amount will be withheld from final payment until such time as all project record documents (including "As-Built" drawings), operation & maintenance data, spare parts & maintenance products, warranties, maintenance service, etc., have been turned over to the government. The contractor and subcontractors are advised to prepare these documents as the work progresses and not wait until the end of the project. These documents must be turned over to the government prior to the final inspection. The withholding of payment is not a penalty but is being done to assure compliance with specification Section 01700 CONTRACT

CLOSEOUT.

1.16 CONTRACT PROGRESS SCHEDULE

A. The contractor must provide a copy of the Contract Progress Schedule for review by the Contracting

Officer and the Construction Manager as required by the Contracting Officer. If disapproved, the contractor shall resubmit the revised Contract Progress Schedule within 2 days of the date of the disapproval. The Contract Progress Schedule must be approved within 10 days of the date of the disapproval. No construction work shall start without an approved Contract Progress Schedule.

B. The Contract Progress Schedule must be based on the data in the Contract Progress Report attached to the end of the section.

C. In order to satisfy the contract requirements that work commence within 10 days of Notice to Proceed, the contractor may commence the submittal process in accordance with Section 01300.

PART 2 NOT USED

PART 3 NOT USED

END OF SECTION

01000-6

CONSTRUCTION DATA WORKSHEET

1. GENERAL DATA REQUIRED:

A. PROJECT INFORMATION:

Project No.: Contract No.: , Completion Date: _____ Category Code: ___________, Facility No.: ____________, Total Cost: ___________________ Liquidated Damages______________________________. Number of Floors: ______________ General Description: ___________________________________________________________________________

B. SYSTEMS IN BUILDING:

Category Unit of Code Nomenclature Measure Amount Cost Description (If Required)

880-211 Closed Head Auto Sprinkler HD/SF ____/___ _______ ______________________ 880-217 AFFF PA Sprink Sys HD/SF ____/ ___ _______ _________________________ 880-221 Auto Fire Detection System SF/EA ____/ ___ _______ _________________________ (Include Pull Stations) 880-232 Foam Fire System EA ________ _______ _________________________ 872-841 Security Alarm System EA ________ ________ _________________________ 811-147 Electric Emergency Power Generator KW ________ ________ _________________________ Storage Tank for Heating GA ________ ________ _________________________ Or Generator Fuel (Type Fuel) Storage Tank for Heating GA ________ ________ _________________________ 821-115 Heating Plt 750/3500 MB MB ________ ________ _________________________ 821-116 Heating Plt over 3500 MB MB ________ ________ _________________________ Storage Tank for Heating GA ________ ________ _________________________ 890-125 A/C Plt less 5 TN TN ________ ________ _________________________ 890-121 A/C Plt 5 to 25 TN TN ________ ________ _________________________ 826-122 A/C Plt 25 to 100 TN TN ________ ________ _________________________ 826-123 A/C Plt Over 100 TN TN ________ ________ _________________________ 890-126 A/C Window Units SF/TN ____/ ___ ________ _________________________ 824-464 Gas Mains LF ________ ________ _________________________ 844-368 Water Supply, Non-Potable KG ________ ________ _________________________ 852-261 Veh. Parking (Ops) SY ________ ________ _________________________ 852-262 Veh. Parking (Non-Org) SY ________ ________ _________________________ 132-133 Pad, Equip SY ________ ________ _________________________ 132-134 Ant. Spt Stru EA ________ ________ _________________________ 890-272 EMCS Field Equip EA ________ ________ _________________________ 812-223 Prim Dist Line OH LF ________ ________ _________________________ Transformers KV ________ ________ _________________________ 812-224 Sec Dist Line OH LF ________ ________ _________________________ 812-225 Prim Dist Line UG LF ________ ________ _________________________ 812-226 Sec Dist Line UG LF ________ ________ _________________________ 812-926 Exterior Lighting EA ________ ________ _________________________ (Street or Parking area Lights) 812-928 Traffic Lights EA ________ ________ _________________________ 831-157 Industrial Waste Fuel Spill Collection (Oil/Fuel) KG ________ ________ _________________________ 831-169 Sewage Septic Tank KG ________ ________ _________________________ (Facility # it supports) 832-266 Sanitary Sewer Main LF ________ ________ _________________________ 832-267 Sanitary Sewage Pump Station SF ________ ________ _________________________ 842-245 Water Dist Mains LF ________ ________ _________________________ 843-314 Fire Protection Water Main LF ________ ________ _________________________ 843-315 Fire Hydrants EA ________ ________ _________________________ 851-143 Curbs & Gutters SY ________ ________ _________________________ (Transition between Road & Parking lot)

DeStefaJ Sticky Note

01000-7

C. RELATED FACILITIES:

Category Code Nomenclature UM Amount Cost _ Description (If Reqd.)

851-145 Driveway SY ________ ________ __________________ 851-147 Road SY ________ ________ __________________ 871-183 Storm Drain Disposal LF ________ ________ __________________ 872-245 Fence, Boundary LF ________ ________ __________________ 872-247 Fence, Security LF ________ ________ __________________ 872-248 Fence, Interior LF ________ ________ __________________ 852-289 Sidewalk SY ________ ________ __________________ 890-269 Cathodic Protection Sys EA ________ ________ __________________ 890-181 Utility Line Duct-Elec LF ________ ________ __________________ 890-181 Utility Line Duct-Comm LF ________ ________ __________________ 890-158 Load and Unload Platform EA ________ ________ _________________ 832-255 Industrial Waste Main LF ________ ________ __________________

This checklist includes only the basic general construction category codes. More detailed category code listing information is available through the Real Property office, 884-6167.

01000-8

CONTRACT PROGRESS REPORT

CONTRACTOR ADDRESS

REPORT

NO.

PERIOD COVERED PROJECT NO. / TITLE

FROM TO

CONTRACT AMOUNT CONTRACT NO. COMPLETION DATE

NOTE:

ALL ITEMS LISTED MAY NOT BE APPLICABLE TO THIS PROJECT. CONTRACTOR SHALL SUBMIT COMPLETED FORM TO

INCLUDE ONLY THOSE ITEMS THAT ARE APPLICABLE TO THIS PROJECT.

LINE

WORK ELEMENTS % OF TOTAL

JOB

% COMPLETED

THIS PERIOD

% COMPLETE

CUMULATIVE

1 MOBILIZATION

2 DEMOLITION - ARCHITECTURAL

3 ASBESTOS / LEAD ABATEMENT

4 SITE PREPARATION

5 SITE UTILITIES

6 SITE IRRIGATION SYSTEM

7 SITE FINISH GRADING

8 SITE LANDSCAPING

9 ASPHALT PAVING / BASE

10 CONCRETE CURB / GUTTER

11 CONCRETE BUILDING SLAB / VAPOR BARRIER

12 CONCRETE WALKS / LANDINGS

13 CONCRETE FOOTINGS

14 CONCRETE BEAMS / COLUMNS

15 MASONRY FOUNDATIONS

16 MASONRY SCREENWALLS

17 MASONRY VENEER

18 STRUCTURAL STEEL

19 MISCELLANEOUS METALS / HANDRAILS / GRATES

20 WOOD AND PLASTICS

21 WALL INSULATION

22 ROOF INSULATION

23 EIFS

24 WINDOWS

25 EXTERIOR DOORS

26 STOREFRONT

27 OVERHEAD COILING DOORS

28 INTERIOR DOORS

29 HARDWARE

30 EXTERIOR METAL STUDWALLS / SHEATHING

31 INTERIOR METAL STUDWALLS / SHEATHING

32 PAINTING

33 WALL COVERING

34 TOILET ACCESSORIES

35 TOILET PARTITIONS / URINAL SCREEN

36 SIGNAGE

37 RAISED ACCESS FLOOR

01000-9

LINE

WORK ELEMENTS % OF TOTAL % THIS PERIOD % CUMULATIVE

38 PRE-ENGINEERED METAL BUILDING (PEMB)

39 PEMB ROOF / FASCIA

41 ELEVATORS / CONVEYING SYSTEMS

42 DEMOLITION - MECHANICAL / PLUMBING

43 NEW WATER / SEWER / NATURAL GAS SERVICE

44 PLUMBING ROUGH-IN UNDER SLAB

45 HVAC ROUGH-IN UNDER SLAB

46 PLUMBING ROUGH-IN ABOVE SLAB

47 PLUMBING FIXTURE / TRIM-OUT

48 COMPRESSED AIR SYSTEM

49 PIPE AND DUCT INSULATION

50 DUCTWORK

51 HYDRONIC PIPING

52 FIRE SUPPRESSION

53 HVAC EQUIPMENT

54 GRILLES / DIFFUSERS/ TRIM-OUT

55 CONTROLS

56 TEST AND BALANCE

57 DEMOLITION - ELECTRICAL

58 ELECTRIC SERVICE TEMPORARY

59 TRANSFORMER

60 PRIMARY OVERHEAD ELECTRIC SERVICE

61 PRIMARY UNDERGROUND ELECTRIC SERVICE

62 SECONDARY OH ELECTRIC SERVICE

63 SECONDARY UG ELECTRIC SERVICE

64 ELECTRIC ROUGH-IN

65 COMM / LAN ROUGH-IN

66 FIRE DETECTION ROUGH-IN

67 FIRE DETECTION EQUIPMENT / TRIM-OUT

68 COMM / LAN TRIM-OUT

69 ELECTRIC FIXTURES / TRIM-OUT

70 EXTERIOR LIGHTING

71 BONDING

72 DEMOBILIZATION

73 CLOSE-OUT DOCUMENTS 3%

TOTAL

SCHEDULED AMOUNT THIS BILLING

TOTAL BID AMOUNT: SCHEDULED: ACTUAL:

INSPECTOR SIGNATURE: CONCUR NOT CONCUR (CIRCLE)

PROGRESS OR COMPLETION CERTIFICATE

I HEREBY CERTIFY THAT THE CONTRACTOR HAS SATISFACTORILY COMPLETED THE INDICATED PERCENTAGE OF THE CONTRACT SPECIFICATIONS

SUBMITTED BY OR FOR

CONTRACTOR: BASE CIVIL ENGINEER:

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

CIVILIDIQ2006

01010-1

SECTION 01010 SUMMARY OF WORK

1.01 RELATED SPECIFICATION SECTIONS:

A. Section 01000 – GENERAL REQUIREMENTS.

1.02 WORK INCLUDED:

A. The contractor shall furnish all labor, materials, tools, supervision and equipment and perform all operations necessary to accomplish all work complete in place, as shown on the drawings, specified herein, or as needed to Provide the Government a complete and useable infrastructure system.

The work shall be fully complete in accordance with the Contract Documents.

B. The following is a summary of work for the project, which is located at HURLBURT FIELD, FLORIDA.

The project shall include but is not limited to:

1. Repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems and facilities including, but not limited to sidewalks, driveways, roads, parking lots, drainage systems, base airfield pavements, water and wastewater distribution piping and facilities, force mains, lift stations, and other related work.

2. Specific description of the work is detailed in:

a. Delivery Orders.

b. Specifications.

c. Drawings.

C. The above description of work is for the purpose of general information only and is not intended to include and describe every feature or item of work or to define the scope of work.

1.03 JOB DESCRIPTION

A. The work to be performed includes, but is not necessarily limited to, the following principal features:

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. During the entire contract performance period, the facility will be occupied. Coordinate and cooperate with the using personnel in scheduling operations to minimize conflict and to facilitate government usage. Limit use of site to allow Owner visitation and inspection as required.

1.05 DISPOSAL

A. All scrap materials and debris shall be disposed of in an on- site dumpster. When full, it shall be emptied at a legally approved dumpsite off- base. It shall be the responsibility of the contractor to provide the dumpster and for the selection of the dumpsite. Provide Contracting Officer with name(s) of waste disposal company and approved dumpsite.

B. All excavated spoils shall be removed from premises immediately and disposed of in accordance with the individual delivery order and according to all applicable federal, state and local laws and regulations.

1.06 STORAGE AREA

A. Shall be coordinated with the Contracting Officer at the site visit or prior to beginning construction as applicable.

1.07 SAFETY

A. The pertinent sections of the following publications are applicable to all work on this project.

1. U.S. Army Corps of Engineers: EM 385-1-1, Safety and Health Requirements Manual.

2. Air Force Instruction (AFI) 91-301.

1.08 HAUL ROUTE

A. The Contractor shall utilize only the designated haul route for the project for access to and from the site as shown on the Drawings.

1.09 PERMITS

A. Florida Department of Environmental Protection (Potable Water): The contractor shall submit a completed DEP permit application, Notification for Use of the General Permit for Construction of an Extension to a Public Drinking Water Distribution System (DEP Form 62-555.900(7)) to 16 CES/CEOE and 16 CES/CEV for further processing to the state. No work on site shall commence until the state has

01010-2 approved the application and issued a permit. A professional engineer registered in Florida shall prepare the application (note that all drawings and the specification title sheet are required to be stamped, as well as the DEP form). Upon completion and acceptance of all work on site the contractor shall have the registered engineer complete and stamp the Certification of Construction Completion and Request for Letter of Clearance to Place a Public Drinking Water Facility into Service (DEP Form 62-555.900(9)), and submit the completed document to 16 CES/CEOE and 16 CES/CEV. In both submittals, the document must be signed and sealed by the registered engineer. Attachments to the completed portion must include all test results, including chorine residual and bacteriological. The government shall be responsible to obtain the required signatures (other than the registered engineer) and forward the documents to the state. The contractor shall make provisions for the registered engineer to inspect the work as required. NO SITE WORK SHALL BEGIN UNTIL THE STATE APPROVES THE PERMIT

REQUEST AND RETURNS NOTIFICATION TO THE GOVERNMENT. Any required permits for waste water distribution shall be indicated in individual delivery orders and be executed as described above.

Fees for DEP permits are listed on the State of Florida internet website or can be obtained directly from the DEP.

B. AF Form 103, Civil Engineering Work Clearance Request: Prior to any work on site the contractor shall complete and submit the AF Form 103 for the project. The government will provide a blank AF Form 103 to the contractor for completion, and a drawing indicating approximate locations of known utilities (the drawing may not include all utilities in the area). The contractor shall be responsible for the location of all existing utilities and obstructions and noting on the form. The contractor shall utilize an independent utility locating company to locate and mark all utilities within the construction area using ground penetrating radar. The government will not provide utility locating services. NO SITE WORK SHALL BEGIN UNTIL

THE GOVERNMENT APPROVES THE AF FORM 103 AND RETURNS IT TO THE CONTRACTOR.

C. Florida Department of Transportation: Contractor shall obtain and submit all required permits for any work on or near US Highway 98. Permits shall be obtained directly from the Department of

Transportation and submitted to the government as approval is obtained. NO WORK ON SITE

SHALL BEGIN UNTIL THE GOVERNMENT RECEIVES THE APPROVED PERMITS.

1.10 UTILITIES

A. The Government will furnish water, gas, and electricity to the Contractor from the Government's existing system outlets. Utilities will be furnished at no cost to the Contractor, except for telephone.

1.11 “AS-BUILT DRAWINGS” – RECORD DRAWINGS

A. Maintain at the jobsite two sets of full size contract drawings, marking in red to show all variations between the construction actually provided and the requirements indicated or specified in the contract documents, including buried or concealed construction.

B. Where a choice of materials or methods is permitted or where variations in scope from that of the original contract are authorized, mark the drawings to define the construction actually provided.

C. Use standard drafting practices to represent such changes and include supplementary notes, legend, and detail as necessary to clearly portray the as-built construction.

D. On completion of the work, deliver to the Contracting Officer both sets of marked drawings, as well as one electronic copy in the most current version of Autocad for approval and acceptance.

1.12 USE OF BARGE AREA

A. Use of the barge off loading area is not allowed except as approved, in writing, by the Contracting

Officer. Contractor must request usage of the barge site, in writing, to the Contracting Officer a minimum of 30 days prior to expected deliveries. Under no circumstances should the contractor assume such requests will be approved. Contractor should plan to have materials delivered by other means.

B. If usage of the barge site is approved, the contractor must meet the following requirements:

1. Crane boom height cannot exceed eighty (80) feet from mean water elevation.

2. Crane boom must have a red flag and an operational blinking obstruction light.

3. Contractor will be responsible for surrounding water quality per the State of Florida Regulations.

Prior to delivery of any barge/crane or tug, contractor must install full-depth turbidity barriers both east and west of the site to extend beyond limits of off loading operations.

4. Off loading operations will be during daylight hours only. Boom must be lowered to deck height by 1700 hours (5:00 PM) each day.

5. Hurlburt Field must be notified prior to arrival of barge/crane. Provide responsible name and number including contact information of the tug/crane operator at site to both of the following:

a. The Contracting Officer.

b. Hurlburt Tower: Hurlburt Tower – 884-4795. (If tower cannot be contacted notify the Airfield

Manager – Mr Bob Baker, 884-4491, Cell 598-1543).

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6. In the event of inclement weather, off loading operations must cease and the boom lowered to deck height. Do not raise boom until cleared by the Hurlburt Tower. All barges and equipment must be secured. Upon notification of Hurcon conditions, the contractor must remove all barges, cranes, tugs, and associated equipment from the site.

7. If notified by the Contracting Officer or Hurlburt Tower, operations must cease and the boom lowered to deck height at no expense to the government for actions or delay. Under no circumstances should the boom be raised until cleared by the notifying authority.

C. If these requirements cannot be met, the contractor is prohibited from using the barge site. Failure to adhere to these requirements during operations will result in immediate revocation of site use at no expense to the government. Site must be maintained per specifications and contractor will be responsible for any and all clean-up after operations.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTIONS

3.01 INSPECTION

A. The contractor shall accomplish work in an orderly progression of steps to satisfy the performance requirements of this specification.

3.02 HOURS OF WORK

A. The normal hours of a workday shall be between 7:00 A.M. and 4:00 P.M., Monday through Friday, excepting holidays and observed holidays. The contractor may elect, at his option, to work hours other than normal duty hours if approved by the Contracting Officer. All work time, other than normal working days, shall be requested in writing, 3 days in advance.

3.03 PHOTOGRAPHS

A. The contractor will take before and after photographs of the work. "Before" photos will be submitted before the start of work. "After" photos will be submitted before the acceptance of the work. The number of photos required will be sufficient to provide a visual description of “before” and “after” site conditions. The intent is to show the amount of change. Photos submitted become the property of the Air Force and may be used as the Air Force sees fit. All photos taken shall be submitted in digital form.

3.04 QUALITY CONTROL

A. The contractor shall establish and maintain quality control to assure compliance with Contract Documents, and maintain records of his quality control for materials, equipment and construction operations.

3.05 WARRANTY INSPECTION

A. A warranty inspection will be held thirty (30) days prior to the expiration of the contractor’s one-year warranty. The inspection will be held at the project site. Those in attendance shall include the contractor, the Contracting Officer, the project inspector, and the occupant. The purpose of this inspection will be to identify current or re-occurring problems associated with the project and past warranty calls and corrective action taken to remedy them. The contractor shall contact the Contracting Officer to determine the date of the inspection. The Contracting Officer shall contact the appropriate government agencies and confirm the date the inspection is to take place.

B. A list of problems identified at the inspection will be provided to all those in attendance. All problems must be corrected to the satisfaction of the government prior to the expiration of the warranty

END OF SECTION

CIVIL IDIQ2011

01020-1

SECTION 01020 METHOD OF PAYMENT

1.01 RELATED SPECIFICATION SECTIONS

A. Section 01000 – GENERAL REQUIREMENTS

1.02 INTENT

A. The intent of this section is to describe in detail what work is to be completed by the Contractor in each price list line item. The line items are distinguished by their individual line item numbers as shown on the bid schedule.

1.03 IN – PLACE QUANTITIES

A. The Contractor shall be paid for all work provided to the Government as part of the individual delivery orders. The Government will verify and compensate the Contractor for the in place quantity of materials provided by the Contractor as part of the delivery order.

1.04 QUANTITY OF MATERIALS

A. Several line items are determined by the quantity of material used in the delivery order. The quantity of materials used to determine the appropriate line item is the total quantity per delivery order.

1.05 LABOR, EQUIPMENT AND MATERIAL COSTS

A. Unless otherwise specified in the following paragraphs all required labor, equipment and material is included in the line item.

1.06 OVERHEAD AND PROFIT

A. All line items include the Contractors expense for overhead and profit. No additional fees will be paid to the Contractor for overhead and profit.

1.07 INCIDENTAL WORK

A. Incidental work including but not limited to: erection of barricades and soil erosion barriers, traffic control, FOD prevention, administrative expenses, re-work, etc, shall be included in the base items listed in the bid schedule and no separate payment will be made for these items or any other item not listed in the bid schedule unless approved by the Contracting Officer on an individual case by case basis.

1.08 LINE ITEMS

0001. MILL ASPHALT, UP TO 3" DEEP, 0-2500 SY

a. Cost accounts for removal of asphalt and deposition into trucks for hauling. The cost for mobilization/demobilization is line item 0005. Unit of measure is the square yard (SY).

0002. MILL ASPHALT, UP TO 3" DEEP, 2501 +

a. Cost accounts for removal of asphalt and deposition into trucks for hauling. The cost for mobilization/demobilization of the milling machine is included line item 0005. Unit of measure is the

SY.

0003. MILL ASPHALT, EACH ADDITIONAL 1"

a. Cost accounts for removal of asphalt and deposition into trucks for hauling. The cost for mobilization/demobilization is line item 0005. Unit of measure is the SY.

0004. MOBILIZE MILLING MACHINE

a. Cost accounts for the mobilization and demobilization of the milling machine. All associated labor, material and equipment required to deliver and return milling machine to and from the project site.

Unit of measure is lump sum (EA).

0005. DEMOLISH ASPHALT, UP TO 4" DEEP

a. For areas too small to mill economically, assumes use of front-end loader, manual labor and hydraulic/air hammers. Includes removal and loading into trucks. Unit of measure is the SY.

0006. DEMOLISH ASPHALT, EACH ADDITIONAL 1”

a. For areas too small to mill economically, assumes use of front-end loader, manual labor and hydraulic/air hammers. Includes removal and loading into trucks. Unit of measure is the SY.

0007. DEMOLISH CONCRETE PAVEMENT, UP TO 10” THICK

a. Includes breaking of concrete and loading for hauling, plain or reinforced. Sawcutting, if required will be included in LI’s 0023 or 0024. Unit of measure is the SY.

0008. DEMOLISH CONCRETE PAVEMENT GREATER THAN 10” THICK

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a. Includes breaking of concrete and loading for hauling, plain or reinforced. Sawcutting, if required will be included in LI’s 0023 or 0024. Unit of measure is the CY.

0009. REMOVE DRAINAGE STRUCTURES, CATCH BASIN/MANHOLE/JUNCTION BOX

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is each (EA).

0010. REMOVE DRAINAGE STRUCTURES, MANHOLE FRAMES & COVERS

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is each (EA).

0011. REMOVE DRAINAGE STRUCTURES, REMOVE & RESET MANHOLE FRAME & COVER

a. Cost accounts for removal, loading for hauling, disposal and replacement. Unit of measure is each

(EA).

0012. REMOVE STORM DRAINAGE PIPE, 0-18” DIA

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is the linear foot (LF).

0013. REMOVE STORM DRAINAGE PIPE, 18” – 36” DIA

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is the linear foot (LF).

0014. REMOVE STORM DRAINAGE PIPE, GREATER THAN 36” DIA

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is the linear foot (LF).

0015. FENCING, REMOVE ONLY, 0 - 10' HIGH

a. Cost accounts for removal of chain link or metal panel fencing, loading for hauling and disposal. Unit of measure is the LF.

0016. REMOVE PARKING BLOCKS

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is EA.

0017. REMOVE JOINT SEAL

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is the linear foot (LF).

0018. DEMOLISH CURB & GUTTER

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is the linear foot (LF).

0019. DEMOLISH SIDEWALK

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is the linear foot (SY).

0020. DEMOLISH FIRE HYDRANT

a. Cost accounts for removal, loading for hauling and disposal. Unit of measure is EA.

0021. SAWCUT ASPHALT, UP TO 4" DEEP

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0022. SAWCUT ASPHALT, EACH ADDITIONAL 1"

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0023. SAWCUT CONCRETE PER INCH OF DEPTH, PLAIN & MESH REINFORCED.

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0024. SAWCUT CONCRETE PER INCH OF DEPTH, ROD REINFORCED

a. Includes Cutting Crew, pavement saw and water truck. Unit of measure is LF.

0025. EXCAVATION, TRENCH

a. Includes excavation of existing soil, cave- in protection, backfill, and compaction in specified lifts. Unit of measure is CY.

0026. EXCAVATION, HAND

a. Includes excavation of existing soil, cave- in protection, backfill, and compaction in specified lifts. Unit of measure is cubic feet (CF).

0027. EXCAVATION, BULK

a. Remove existing soil in preparation for construction. Cost includes hauling and disposal. Unit of measure is "in place" CY prior to commencing excavation.

0028. LOAD EXCAVATED MATERIALS IN DUMP TRUCK

a. Load excavated materials in truck for hauling. Unit of measure is "in place" CY prior to excavation.

0029. HAUL REMOVED MATERIALS TO OFF-BASE LOCATION

a. All material becomes property of Contractor and may be retained for use or disposed of off base in accordance with state and local laws and regulations. Unit of measure is “in place” CY, prior to excavation.

0030. HAUL REMOVED MATERIALS TO/FROM STOCKPILE ON BASE

a. Cost includes hauling material to government designated stockpile area, dump and consolidate into pile with a bulldozer or other mechanical device. Unit of measure is “in place” CY, prior to excavation.

0031. PROVIDE COMMON FILL OR BORROW INCL DELIVERY & SPREADING

a. Cost includes hauling soil to and from existing stockpile using dozer/loader with no compaction. Unit of measure is CY.

0032. PROVIDE, SPREAD, COMPACT 3" GRADED CRUSHED AGGREGATE BASE COURSE

a. Material compacted in lifts specified. Obtain aggregate from a commercial source. Unit of measure is SY.

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b. All other cost including delivery. Unit of measure SY.

0033. PROVIDE, SPREAD, COMPACT 6" GRADED CRUSHED AGGREGATE BASE COURSE

a. Material compacted in lifts specified.