ATTACHMENT A-TECHNICAL SPECS.pdf

TABLE OF CONTENTS

McGILLIVRAY COMPLEX IMPROVEMENTS PROJECT

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

01010 Summary of Work 01040 Coordination and Site Conditions 01050 Construction Survey and Staking 01150 Measurement and Payment 01300 Submittals 01400 Quality Control 01560 Environmental Quality Control 01570 Construction Traffic Control 01600 Product Shipment, Handling, Storage and Protection

DIVISION 2 – SITEWORK

02015 Move In and Site Preparation 02020 Demolition and Salvage 02110 Clearing and Grubbing 02210 Roads and Grading 02220 Earthwork for Structures 02221 Trench Excavation and Backfill for Pipelines and Appurtenant

Structures 02230 Roadway Excavation, Backfill and Compaction 02234 Sub Base Course 02235 Crushed Gravel Surface Course 02510 Asphalt Concrete Pavement 02520 Asphalt Surface Treatment 02665 Water Distribution 02720 Storm Drainage (Culverts) 02758 Sewage Treatment Systems 02920 Turf Establishment

DIVISION 3 – CONCRETE

03300 Cast-in-Place Concrete 03410 Plant-Precast Structural Concrete

DIVISION 11 – EQUIPMENT

11310 Submersible Well Pumps

TABLE OF CONTENTS – CONTINUED

McGILLIVRAY CAMPGROUND REHABILITATION PROJECT

Table of Contents – Page 2 of 2

DIVISION 16 - ELECTRICAL

16060 Grounding and Bonding 16120 Conductors and Cables 16130 Raceways and Boxes 16231 Packaged Engine Generators 16236 Photovoltaic Water Pumping System

END OF TABLE OF CONTENTS

SECTION 01010

DIVISION 1 – GENERAL REQUIREMENTS SUMMARY OF WORK

01010 - 1 of 4 Pages

PART 1 GENERAL

1.01 GENERAL

A. This section describes the project and the work to be performed under this Contract in a general summary. Detailed requirements and extent of work are s tated i n a pplicable S pecification s ections an d ar e s hown on t he Drawings.

1.02 ORGANIZATION AND INTERPRETATION OF CONTRACT DOCUMENTS

A. Specifications an d D rawings i ncluded i n t hese C ontract D ocuments establish t he p erformance, q uality r equirements, l ocation a nd general arrangement of materials and eq uipment, an d es tablish the m inimum standards of quality workmanship and appearance.

B. Specification s ections hav e not bee n di vided i nto g roups for w ork of subcontractors or v arious t rades. S hould t here be q uestions c oncerning the applicability or interpretation of a particular section or part of a section or Drawing, direct questions to the Contracting Officer (CO).

C. Piping shown on the Drawings is intended to be depictive and may not be an exact and complete representation of the actual finished work. Include fittings, j oints, s upports, nu ts, bolts, a nd other ac cessories r equired t o provide c omplete and s atisfactory pi ping s ystems, as s pecified, ev en though some items may not be specifically shown on the Drawings.

D. Any par t o f the w ork t hat i s necessary or r equired t o make eac h installation satisfactory and operable for its intended purpose, even though it is not specifically included in the Specifications or on the Drawings, shall be p erformed as i ncidental w ork as i f i t w ere des cribed i n t he Specifications and shown on the Drawings.

1.03 STANDARD SPECIFICATIONS

A. US Forest Service FP-03 Specifications are referred to elsewhere in this document as t he s tandard s pecifications ( FP-03). C opies o f t he F P-03 Specifications are available from the US Forest Service.

1.04 WORK BY OTHERS

A. See Section 01040, COORDINATION AND SITE CONDITIONS.

1.05 DESCRIPTION OF PROJECT

A. The work included in the project is generally described below:

01010 - 2 of 4 Pages

• Demolition o f ex isting c ampground r oadways, c amp and t ent s ites, restrooms, water system, sewer system, signage, etc.

• Construction of new camp and tent sites.

• Improvements to Loop A and Loop B roads.

• Improvements to Pavillion 1 and 2 sites.

• Improvements to boat ramp.

• Water S ystem i mprovements i ncluding a w ell pump, pitless ada pter, photovoltaic pan els, el ectrical c ontrols, w ell hous e, s torage t ank, an d distribution system.

• Sewer S ystem i mprovements i ncluding s ervice t o t he hos t s ite, s eptic tank, and drainfield.

• Installation of government furnished signs;

• Surface restoration in all affected areas, including grading, and seeding.

• New pavement and chip seal.

• Construction of Bulletin Boards and Fee Station

• Culvert Replacement

B. The work includes, but is not lim ited to: the furnishing and installation of equipment, labor, materials, an d r elated appurtenances in t he f ollowing general t rades o f w ork: site w ork, excavation, t renching, bac kfill, pi ping, equipment installation and other related trades to complete the work.

1.06 LOCATION AND INSPECTION OF SITE

A. The w ork s hall oc cur at t he M cGillivray Complex located o n Lak e Koocanusa in Lincoln County, Montana.

B. Prospective bi dders ar e enc ouraged t o i nspect t he s ite a nd b ecome familiar with the site conditions.

1.07 TIME FOR COMPLETION AND LIQUIDATED DAMAGES

A. Time for completion shall be as specified in the Bid Form.

1.08 BOUNDARIES OF WORK

A. The Government will make suitable provisions for ingress and egress, and the Government will not c ause t he C ontractor t o ent er or oc cupy with workers, tools, equipment or material, any ground outside the property of the Government without the written consent of the owner of such ground.

The ap proximate l ocations of t he bou ndaries of w ork are shown on t he Contract Drawings. The final location and extent of the areas to be used shall be accepted by the CO. Other contractors and employees or agents of the Government may for all necessary purposes enter upon the premise used by the Contractor, providing the operations o f other contractors do not i nterfere w ith t he actual s cheduled o perations. The Contractor s hall conduct his work so as not to impede unnecessarily any work being done by others on or adjacent to the site.

01010 - 3 of 4 Pages

B. It shall be understood that the responsibility for protection and safekeeping of equipment and materials on or near the site will be ent irely that of the Contractor and t hat n o c laim shall b e made ag ainst the Government by reason of a ny ac t o f an e mployee or t respasser. I t s hall b e further understood t hat s hould any oc casion ar ise nec essitating ac cess by t he Government to the s ites oc cupied by t hese s tored materials an d equipment, the Contractor owning or responsible for the stored materials or eq uipment s hall i mmediately r emove t he s ame. N o materials or equipment may be placed upon the property of the Government until the Government has agreed to the location contemplated by the Contractor to be used for storage. Contractor shall obtain the approval of the CO prior to use of these areas for staging equipment or materials.

C. The Contractor shall be solely responsible for obtaining and s hall pay al l costs in connection with any additional work area, storage sites, access to the s ite, or t emporary r ight-of-way t hat may be r equired for pr oper completion of the work.

D. The C ontractor s hall apply for and o btain any nec essary per mits. T he

Contractor s hall c onfine hi s c onstruction o perations t o the i mmediate vicinity of t he location shown on t he plans and shall use care in placing tools, eq uipment, ex cavated m aterials, materials and s upplies s o as t o cause the least possible damage to property and i nterference with traffic.

The pl acing o f t ools, eq uipment and materials s hall be s ubject t o t he approval of the CO. The Contractor shall not occupy any private property outside o f t he d esignated right-of-way or eas ement for a ny pur pose without written permission from the CO. If this is necessary, the Contractor shall obtain consent from and shall execute a written agreement with the owner of the land.

1.09 PROTECTION OF SITE

A. Except as ot herwise pr ovided herein, t he C ontractor s hall t ake all necessary precautions and pr ovide all material and eq uipment to protect, shore, brace, support, and maintain al l public and pr ivate property in the proximity or otherwise affected by the construction work performed by him.

The Contractor shall remove from the site all unused materials.

B. Contractor shall retain and protect all adjacent improvements not specified for r emoval on t he Drawings. R estore any damaged i tems t o pr e-construction condition or bet ter. The Contractor i s r esponsible to p rotect from damage any structures near the trench excavation. Unless otherwise noted, Contractor shall retain and pr otect (at no addi tional cost) ex isting utility poles, culverts, s igns, water wells, t rees, fences, i rrigation d itches, landscaping, a nd other f acilities, features or i mprovements n ot s pecified for r emoval and o utside o f t he l imit o f c onstruction. D amage t o existing improvements shall be repaired within 10 calendar days of the work in the

01010 - 4 of 4 Pages immediate ar ea. Temporary r estoration m ay be r equested by t he CO in critical situations.

C. All surfacing, l andscaping, dr iveways, walks, bui ldings, ut ility pol es and boxes, g uy wires, fences a nd o ther s urface or s ubsurface s tructures removed or da maged by c onstruction operations, ex cept for t rees an d shrubs in the public r ight-of-way, s hall be r estored t o t heir original condition as determined and accepted by the CO. All replacements shall be made with new materials.

D. The C ontractor s hall be r esponsible for al l da mage t o s treets, roads, highways, shoulders, di tches, embankments, culverts, br idges, and other public or private property, regardless of location or character, that may be caused by transporting equipment, materials or labor forces to or from the Work or any par t or s ite thereof, whether by him or his subcontractor. I f property i s dam aged, t he C ontractor s hall m ake s atisfactory and acceptable ar rangements w ith t he ow ner of, or t he agency or a uthority having j urisdiction ov er, t he da maged pr operty c oncerning i ts r epair or replacement or payment of costs incurred in connection with the damage.

E. Also see Section 01040, COORDINATION AND SITE CONDITIONS.

1.10 TEMPORARY FACILITIES

A. The Contractor shall be responsible for supplying his own office, toilet and storage facilities at the site if required or desired. The Contractor shall also be r esponsible for pr oviding pot able w ater and w ater ne eded for construction and testing purposes. A ll expenses f or connection o f electrical s ervice, t elephone or ot her t emporary s ervices s hall be t he responsibility of the Contractor. The Contractor shall remove all traces of these facilities prior to completion of the project.

1.11 SITE ACCESS

A. The C ontractor s hall be r esponsible for determining t he a dequacy of all roads and br idges used i n m oving eq uipment a nd m aterials to t he construction s ite. The C ontractor s hall pr ovide al ternative methods of access, such as temporary crossings, for any equipment that exceeds the capacity of existing access facilities.

1.12 SAFETY

A. The Contractor shall be solely responsible for all project personnel on the jobsite and members of the public needing to travel through the jobsite. No acts or c omments b y t he CO s hall be i nterpreted as a t ransfer of responsibility for safety.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

END OF SECTION 01010

SECTION 01040

COORDINATION AND

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

01040 - 1 of 9 Pages

1.01 SECTION INCLUDES

A. Requirements for c oordinating an d s equencing t he w ork un der t he Contract, and requirements regarding existing site conditions.

B. Requirements for cutting and patching of new and existing work.

1.02 JOBSITE COORDINATION

A. Coordination w ith O ther Work: The pr oject s hall be c oordinated w ith t he following work and activities:

1. Construction i n D ay U se P avilions and Boat R amps n eeds t o b e coordinated t o n ot be i n c onflict w ith or hi nder us ers o f t he Pavilions.

2. The c ampground i mprovements w ill be c ompleted a fter t he camping season is over and the campground is closed.

B. If any par t of C ontractor’s w ork depen ds o n pr oper ex ecution or r esults from the work o f any such other Contractor (or Government), Contractor shall inspect and promptly r eport t o CO in w riting any def ect or deficiencies i n s uch work t hat r enders i t uns uitable for s uch pr oper execution or results. His failure to so report shall constitute an acceptance of the other work as fit and proper for the execution of his work except as to de fects an d de ficiencies t hat may app ear i n t he ot her w ork af ter t he execution of his work.

C. Contractor shall do all cutting, fitting, and patching of his work that may be required t o make i ts several par ts c ome together pr operly and fit i t t o receive or be received by such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of the CO and of the other Contractors whose work will be affected.

D. If the performance of additional work by other Contractors or Government is not not ed i n t he Contract D ocuments pr ior t o t he ex ecution of t he Contract, w ritten not ice t hereof s hall b e g iven t o C ontractor pr ior t o starting any s uch a dditional w ork. If C ontractor bel ieves t hat t he performance o f s uch additional w ork by Government or o thers i nvolved results in additional expense or requires an extension of the contract time, Contractor may make a claim therefore.

E. Contractor shall be responsible for all areas of the site used by him and all

Subcontractors in performance of the work. He shall exert full control over

01040 - 2 of 9 Pages the actions of all employees and other persons with respect to the use and preservation o f pr operty and ex isting f acilities, ex cept s uch c ontrols as may be specifically reserved to Government or others.

F. Contractor a nd al l S ubcontractors s hall c ooperate i n t he c oordination of their separate activities in a manner that will provide the least interference with t he Government’s oper ations and ut ility c ompanies w orking i n t he area, and in the interfacing and connection of the separate elements of the overall pr oject w ork. I f any di fficulty or di spute s hould ar ise i n t he accomplishment of the above, the problem shall be brought immediately to the at tention of t he Government. A ll Contractors working on t his site are subject to this requirement for cooperation, and all shall abide by the CO’s decision in resolving project coordination problems without additional cost to the Government.

G. The Contractor shall have a des ignated job superintendent on s ite at all times during construction operations. The superintendent shall be capable of pr oject l evel dec isions, manpower a uthorization and eq uipment utilization.

1.03 SUBMITTALS

A. Contractor s hall s ubmit t he following i nformation as ap plicable t o coordination activities:

1. Subsurface information and utilities.

a. Records or logs of borings or test holes made by Contractor, if any.

b. Results of exploratory excavations m ade to verify l ocations and nature, shape, dimensions, etc., of existing ut ilities and facilities; where possible, indicate this information on a clean copy of the Contract Drawings.

2. Field R elocation: C learly s how pr oposed relocations o f new or existing f acilities, or r elated w ork af fected by t he r elocation, o n a clean c opy of t he Contract D rawings a nd s ubmitted pr ior t o performing the relocation.

3. Easements: C opy of t he eas ements a nd ot her ag reements obtained from utilities and property owners as required to carry out the work. Note that this only applies to easements executed by the Contractor.

4. Connecting Work: P roposed m ethods o f c onnecting new work t o existing facilities, where not shown or specified.

01040 - 3 of 9 Pages

5. Cutting and Patching:

a. Written no tice r equesting c onsent to perform c utting t hat may affect structural safety or normal functioning of existing utilities.

b. Recommendations indicating changed conditions, alternative materials or m ethods, t ime w hen unc overed w ork may be observed, a nd ot her i nformation n ecessary t o ev aluate substitutions w hen w ork c onditions n ecessitate c hange o f materials or methods.

6. Leases: Copy of leases and other agreements obtained from public agencies or private owners as required for Contractor’s staging and material storage areas.

1.04 SITE CONDITIONS

A. Information on Site Conditions:

1. General: I nformation obt ained by t he Government regarding s ite conditions, topography, s ubsurface i nformation, g roundwater elevations, existing construction of site facilities as applicable, and similar dat a i s i ncluded i n t he C ontract Documents or w ill b e available for i nspection a t t he office o f t he Government upon request. Such information is of fered as supplementary information only. The Government assumes no responsibility for its accuracy or completeness or for t he C ontractor’s i nterpretation of s uch information.

2. Control P oints: C ontractor s hall c heck existing vertical and horizontal s urvey c ontrol poi nts on s tructures and i mprovements located i n t he v icinity of t he work pr ior t o beg inning t he work. He may establish new vertical and horizontal control points, if desired.

Furnish CO with copies of survey notes for each survey and a copy of the layout of survey control points, if conducted.

B. Existing Utilities:

1. Location:

a. Known ut ilities and facilities adj acent t o or within t he w ork area ar e generally shown on t he D rawings. T he l ocations shown ar e t aken from existing r ecords and t he bes t information available from existing utility plans; however, it is expected t hat t here m ay be s ome di screpancies a nd

01040 - 4 of 9 Pages omissions i n t he l ocations and q uantities s hown.

Contractor’s request for additional compensation or Contract time r esulting f rom encountering ut ilities not s hown w ill not be c onsidered as t his w ork i s c onsidered i ncidental t o t he overall project work. The Contractor is solely responsible for locating and avoiding conflicts with all existing utilities.

b. Contractor s hall v erify l ocations o f utilities and facilities shown on t he D rawings and t o de termine t he pr esence of those n ot s hown. I mmediate a nd adj acent ar eas w here excavations are to be made shall be thoroughly checked by visual examination f or indications o f und erground f acilities and also c hecked w ith el ectronic metal a nd pi pe detection equipment. Where t here i s r easonable cause t o v erify t he presence or absence of an und erground f acility, make exploratory ex cavations pr ior t o proceeding w ith m ajor excavation in the area. Where information on buried facilities is r equired t o v erify t heir nat ure, s hape, c onfiguration, dimensions, materials, or other properties, make exploratory excavations as required to ensure avoidance of conflicts and as acceptable to the CO.

2. Contractor’s Responsibilities:

a. Contractor shall be solely and di rectly responsible to owner and operator of such properties for damage, injury, expense, loss, i nconvenience, d elay, s uits, ac tions, or c laims of any character brought b ecause of i njuries or d amage t hat may result from construction operations under this Contract.

b. Neither G overnment nor its officers or a gency s hall b e responsible t o C ontractor for da mages as a r esult of Contractor’s failure t o pr otect u tilities enc ountered i n t he work.

C. Interfering Structures:

1. Take nec essary pr ecautions t o prevent dam age t o ex isting structures whether on the surface, above ground or underground.

2. Protect ex isting s tructures f rom d amage, w hether or not t hey l ie within l imits of e asements obt ained by t he Government. W here existing fences, gates, sheds, buildings or other structures must be removed t o pr operly c arry out t he w ork, o r ar e da maged dur ing work, r estore t hem t o or iginal c ondition an d t o t he s atisfaction of property owner.

01040 - 5 of 9 Pages

3. Contractor may remove and replace in equal or better than original condition, s mall s tructures s uch as fences, or signposts t hat interfere w ith C ontractor’s oper ations. C ontractor s hall obt ain permission from the small s tructure ow ner pr ior t o r emoval an d replacement.

D. Monuments and Markers:

1. Preserve and pr otect survey m onuments a nd m arkers t hroughout construction. I f da mage oc curs or r emoval bec omes nec essary, notify CO.

2. Preserve pr ivate and publ ic monuments t hat are found. I f monument must be r emoved, i t s hall b e r eplaced a t i ts original location using a r egistered l and s urveyor. N otify CO when monuments ar e e ncountered. If g overnment m onuments ar e encountered, r eference t he monument for future replacement and provide 10-day advance notification to CO who will notify the proper authority.

E. Connecting t o E xisting F acilities: U nless ot herwise s hown or s pecified, determine m ethods of c onnecting n ew w ork t o ex isting f acilities, an d obtain CO’s review and acceptance of connections.

1. Determine l ocation, el evation, n ature, m aterials, di mensions, a nd configurations of existing facilities where necessary for connecting new work.

2. Inspect ex isting record dr awings and s hop dr awings, c onduct exploratory excavations and field i nspections, and conduct s imilar activities as needed.

F. Erosion and Dust Control On-Site:

1. The C ontractor s hall be r esponsible for r educing s oil er osion an d dust due to wind or water to a level meeting federal, state, and local regulations at the construction site. Control measures that may be required i nclude, but m ay not be nec essarily lim ited t o, t he following:

a. Suspension of excavation during high wind or rain.

b. Minimization of land exposure in area and time.

c. Covering erodible areas as quickly as possible with gravel or by compaction.

01040 - 6 of 9 Pages

d. Stabilizing construction site soils.

e. Controlling dust during construction by use of water spray.

f. On-site burning of waste materials is not allowed.

1.05 PROJECT MEETING OR REPORTS

A. Pre-construction C onference: A pr e-construction c onference w ill be scheduled after the Notice of Award.

B. Progress Meetings: Regular progress meetings will be held to review work progress, schedules, and other matters needing discussion and resolution.

C. Progress R eports: A monthly pr ogress r eport w ith an up dated s chedule will be s ubmitted b y t he C ontractor pr ior t o t he s ubmission of t he application for pr ogress pay ment. I f t he w ork f alls behi nd t he s chedule, Contractor shall submit progress reports at such internals as the CO may request. Each progress report shall include sufficient narrative to describe current and a nticipated del aying f actors, t heir ef fect on t he c onstruction schedule, and proposed corrective ac tions. Any work reported complete, but w hich i s not r eadily appar ent t o t he CO must be s ubstantiated w ith satisfactory evidence.

D. Daily Reports: C ontractor s hall pr epare a dai ly r eport i ndicating manpower, m ajor e quipment, s ubcontractors, et c. i nvolved i n t he performance o f the w ork. T he daily r eport s hall be prepared o n f orms prepared by t he C ontractor and accepted by t he CO, and shall be submitted to the CO no later than the start of work on the following day.

E. Purpose of Meetings and Reports: The purpose of the meetings or reports will be t o r eview t he pr ogress o f w ork, m aintain c oordination o f efforts, discuss ch anges i n s cheduling, and r esolve ot her pr oblems t hat m ay develop. A t a m inimum, eac h m eeting m ust be at tended by t he Contractor’s project manager or field superintendent.

1.06 SCHEDULING OF WORK

A. Modifications to Existing Facilities:

1. Where e xisting facilities ar e t o be modified dur ing t he c ourse o f work, obt ain CO’s an d r eview and ac ceptance of s ubmittals for temporary shutdown and bypass pumping, demolition, modification, corrections between new and existing work, and other related work.

Conform to other sections as applicable.

01040 - 7 of 9 Pages

2. Connections t o ex isting s ervice or ut ilities, or ot her w ork t hat requires t he t emporary s hutdown o f any e xisting oper ations o f utilities shall be planned in detail with appropriate scheduling of the work and c oordinated with the CO. The schedule for shutdown or restart shall be given by written advance notice in order that the CO may witness the shutdown, tie-in, and startup.

3. All m aterials and eq uipment, i ncluding e mergency eq uipment, necessary to expedite tie-ins shall be on hand prior to the shutdown of existing services or utilities.

B. Time of Work:

1. Time of work shall be as specified in the Bid Forms.

PART 3 EXECUTION

3.01 CUTTING AND PATCHING

A. General:

1. Execute cutting ( including excavating), f itting, or patching of work, required to:

a. Make the several parts fit properly.

b. Uncover work to provide for installation of specified work.

c. Remove and replace defective work or work not conforming to requirements of Contract Documents.

d. Install specified work in existing construction.

2. Perform the following upon written instruction of CO:

a. Uncover work t o pr ovide f or CO’s obs ervation o f c overed

b. Remove work to provide for alteration of existing work.

3. Contractor shall not, without written consent of CO:

a. Cut or alter work of another Contractor.

01040 - 8 of 9 Pages

b. Cut structural or reinforcing steel.

c. Endanger existing or new structures or facilities.

d. Shut down or disrupt existing operations.

4. Materials for r eplacement o f w ork r emoved s hall c omply with applicable s ections o f t hese S pecifications for c orresponding t ype of work to be done.

5. Provide all tools and equipment required to accomplish cutting and patching.

B. Inspection and Preparation:

1. Inspect ex isting c onditions o f w ork, i ncluding el ements s ubject t o movement or d amage dur ing c utting, p atching, ex cavating, and backfilling.

2. After unc overing work, i nspect c onditions a ffecting i nstallation o f new products.

3. Prior to cutting, provide safety protection.

C. Procedures:

1. Execute fitting an d a djustment of pr oducts t o pr ovide finished installation to comply with specified tolerances and finishes.

2. Execute excavating and bac kfilling as specified i n S ection 02221, TRENCH EXCAVATION AND BACKFILL.

3. Restore work t hat h as bee n cut or r emoved; i nstall new pr oducts and pr ovide c ompleted w ork i n ac cordance w ith s pecified requirements.

4. Restore structures and surfaces damaged that are to remain in the completed work including piping, conduit, and other utilities.

5. Make restorations with new materials and appropriate methods as specified for new work o f s imilar nature; i f not specified, use best recommended practice of m anufacturer or appropriate t rade association.

6. Restore damaged work so there is a s ecure and i ntimate bond or fastening bet ween ne w and ol d w ork. F inish r estored s urfaces t o

01040 - 9 of 9 Pages such planes, shapes, and textures that no t ransition between new and old work is evident in finished surfaces.

3.02 REMOVAL/RELOCATION/REPLACEMENT OF EXTRANEOUS ITEMS

A. Contractor s hall be r esponsible t o r elocate, r emove or r eplace s igns, culverts and any other items in conflict with construction. Contractor shall notify owner of such i tems prior to construction and shall coordinate with owner as to methodology required. Unless a specific bid item is identified and the r emoval i s accepted by t he CO, the c ost for t his w ork w ill be considered incidental to all other items.

END OF SECTION 01040

SECTION 01050

CONSTRUCTION

DIVISION 1 – GENERAL REQUIREMENTS SURVEY AND STAKING

01050 - 1 of 3 Pages

A. Requirements for furnishing qualified personnel and necessary equipment and material to survey, stake, calculate and record data for the control of

1.02 RELATED SECTIONS

A. See FAR Clause 52.236-17 Layout of Work for additional requirements.

1.03 GENERAL

A. Include staking activities in the construction schedule.

B. Preserve al l i nitial r eference an d c ontrol poi nts. A fter be ginning construction, replace all destroyed or disturbed initial reference or control points necessary to the work.

C. Prior to surveying or staking, discuss and coordinate the following with the

CO:

1. Surveying and staking methods;

2. Stake marking;

3. Grade control for courses of material;

4. Referencing;

5. Structure control; and,

6. Any other procedures and controls necessary for the work.

D. Prepare field notes in an approved format. Furnish all survey notes to the

CO w eekly. A ll f ield notes an d s upporting doc umentation become the property of the Government upon completion of the work.

E. Remove a nd dispose o f all flagging, l ath, s takes, a nd other s taking material after the project is complete.

1.04 PERSONNEL, EQUIPMENT AND MATERIAL

A. Furnish t echnically qual ified s urvey c rews ex perienced i n c onstruction survey and s taking. Provide personnel capable o f performing in a t imely

01050 - 2 of 3 Pages and accurate manner. A n acceptable c rew s upervisor s hall b e on t he project whenever surveying/staking is in progress.

B. Furnish s urvey i nstruments and s upporting eq uipment c apable of achieving the specified tolerances.

C. Furnish ac ceptable tools, s upplies, and s takes o f t he t ype a nd q uality normally used in highway survey work and suitable for the intended use.

Furnish s takes and hubs of sufficient length to provide a s olid set in the ground w ith s ufficient s urface ar ea abov e ground for nec essary l egible markings.

3.01 GENERAL

A. Perform al l s urvey, staking, r ecording of dat a, a nd c alculations a s necessary t o c onstruct t he project from t he i nitial l ayout t o final completion. R eset s takes as m any t imes as nec essary t o c onstruct t he

3.02 WORK ELEMENTS

A. Control points. Relocate i nitial h orizontal and v ertical c ontrol p oints i n conflict with construction to areas that will not be disturbed by construction operations. Furnish the coordinates and elevations for the relocated points before the initial points are disturbed.

B. Slope stakes and references. Set s lope stakes and references on both sides of centerline at the cross-section locations. Establish slope stakes in the field as t he ac tual poi nt o f i ntersection of t he d esign s lope w ith t he natural ground line. Set slope stake references outside the clearing limits.

Include al l r eference point an d s lope s take i nformation o n t he r eference stakes. When i nitial r eferences ar e pr ovided, s lope s takes m ay be s et from t hese poi nts w ith v erification o f the s lope s take l ocation w ith field measurements. Set additional references even when initial references are provided.

C. Clearing and grubbing limits. Set c learing and g rubbing l imit on b oth sides of centerline at roadway cross-section locations.

D. Grade finishing stakes. Set grade finishing stakes, for grade elevations and horizontal alignment. Set stakes at the top of subgrade and the top of each ag gregate c ourse. S takes s hall be s et i n a g rid pat tern w ith maximum spacing of 20 feet.

01050 - 3 of 3 Pages

3.03 STAKING TOLERANCES

A. The following t able l ists t he applicable t olerances for field s taking f or various phases of the work.

Staking Phase Horizontal Vertical

Existing Government network control points ±0.06 ft ±0.035 ft ×√M Local s upplemental control poi nts s et from existing Government network points

±0.03 ft ±0.01 ft ×√N

Clearing and grubbing limits ±2.00 ft NA Slope stake references ±0.16 ft ±0.16 ft Centerline points – PC, PT, POT and POC ±0.03 ft ±0.03 ft Minor drainage structures ±0.16 ft ±0.06 ft Subgrade finish stakes ±0.16 ft ±0.03 ft Finish Grade Stakes ±0.16 ft ±0.03 ft

Where: M is the distance in miles and N is the number of instrument setups.

END OF SECTION 01050

SECTION 01150

DIVISION 1 – GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT

01150 - 1 of 11 Pages

1.01 SCOPE

A. This s ection provides bid i tem d escriptions and s pecifies the m ethod o f measurement a nd ba sis o f payment for work c overed by t he C ontract Documents.

1.02 GENERAL

A. The bid price for each item of the Contract shall cover all work shown on the D rawings and r equired by t he s pecifications and ot her C ontract Documents. All costs in connection with the work, including furnishing al l materials, equipment, supplies and appurtenances; providing al l required construction support pl ants, eq uipment, and t ools; c onstructing and maintaining shoring and dewatering s ystems; an d per forming al l necessary l abor and supervision t o fully c omplete the w ork, s hall be included in the unit and/or lump sum prices bid in the Bid Form Schedule.

The amounts shown on the Bid Form Schedule shall be the contract price.

B. No i tem t hat i s r equired by t he C ontract D ocuments for t he proper an d successful completion of the work will be paid for outside of or in addition to the pr ices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and al l costs i n connection therewith shall be i ncluded i n the prices bid.

1.03 ESTIMATED QUANTITIES

A. All es timated q uantities s tipulated i n the Bid F orm or ot her C ontract Documents are ap proximate an d ar e t o be used ( 1) o nly as a ba sis f or estimating t he pr obable c ost o f the w ork and ( 2) for t he pur pose of comparing the bids submitted for the work.

B. The actual amount of work done a nd materials furnished under unit price items may di ffer f rom the estimated quantities. The basis of payment for work and m aterials will be t he actual amount of work done and materials furnished to the pay-lines de fined in this section. The Contractor agrees that he will make no claim for damages, ant icipated profits, or otherwise on ac count of a ny di fference b etween t he amount of w ork actually performed and m aterials ac tually f urnished and t he es timated amounts herein except as allowed in the Contract Conditions.

1.04 SURVEYS AND MEASUREMENTS

01150 - 2 of 11 Pages

A. All quantity measurements shall be the responsibility of the Contractor and will b e checked by t he CO. W hen considered n ecessary by CO, Contractor s hall de monstrate how q uantity m easurements w ere determined.

1.05 METHOD OF MEASUREMENT

A. No measurement of lump sum (LSQ) bid items contained in this Contract will be made.

B. Measurement of unit price items contained in the Contract will be made in the field by the Contractor and will be verified by the CO.

C. Items measured per CQ (Contract Quantity) are to be m easured per the quantity defined in the contract. Items measured per AQ (Actual Quantity) will be measured per the actual amount of items installed.

1.06 BASIS OF PAYMENT

A. The bid for the work in this Contract is a combination unit price and lump sum bid for al l construction activities and materials required to complete the w ork des cribed i n t he C ontract D ocuments. Payment for t he i tems shall i nclude al l l abor, m aterials, eq uipment, and i ncidentals r equired t o complete t he i tem. T he w ork included i n ea ch i tem i s more c ompletely described below.

B. Lump sum bid items will be paid on a periodic basis in an amount equal to the percentage of the total work deemed complete by the CO.

C. Payment o f A ctual Q uantity bi d i tems (AQ) w ill be m ade at t he contract unit price based on the actual amount installed.

D. Payment o f the C ontract Q uantity bi d i tems ( CQ) w ill be m ade at t he contract price for the contract quantity amount. Contract Quantities will be adjusted only when there are errors in the original design of 15% or more.

E. The Measurement and P ayment o f each of t he following i tems, whether

AQ, CQ or LSQ, is to be as listed in the Schedule of Items.

Item Description

MOBILIZATION

101 Mobilization-Demobilization. This item shall include moving equipment and other nec essary work i tems t o an d from t he pr oject s ite. Progress payments for mobilization lump sum will be paid as follows:

01150 - 3 of 11 Pages

a. Bond premiums will be reimbursed according to FAR Clause 52.232.- 5 Payments Under Fixed-Price Construction Contracts, after receipt of the evidence of payment.

b. When 5 percent o f the or iginal contract amount i s earned from o ther bid i tems, 50 percent of the mobilization i tem, or 5 per cent o f t he original contract amount, whichever is less, will be paid.

c. When 10percent of the or iginal contract amount is earned from other bid i tems, 1 00 percent o f t he mobilization i tem, or 10 per cent of the original contract amount, whichever is less, will be paid.

d. Any por tion o f the m obilization i tem i n ex cess o f 10 per cent o f the original contract amount will be paid after final acceptance.

OVERALL COMPLEX SITEWORK

201 Furnish and Install New Picnic Tables. The work for this item shall include all l abor, materials a nd eq uipment r equired for c omplete i nstallation of each picnic table at the campsites and group pavilions, including, but not limited t o ex cavation, i nstallation of t he t able bas e, i nstallation of t he precast table supports, installation of the table planks, and leveling of the area around the table as needed.

202 Furnish and I nstall N ew F ire R ings. T he w ork s hall i nclude al l l abor, materials and equipment required to complete the installation of each fire pit at t he c ampsites and g roup pav ilions, i ncluding, but not lim ited t o excavation of the pi t, installation of concrete base, and installation of the fire pit. Fire pits shall be Pilot Rock Model FS-30/18/PS/A with heat shield or an approved equal.

203 Furnish and I nstall New Vault Toilets. The work for this shall include al l labor, m aterials a nd equipment r equired t o c omplete t he installation o f each new vault toilet at the campground, group pavilions and boat ramps.

Vault toilets are to be the Aspen thru-screen vaults, with dark brown color, barnwood s iding a nd a s imulated s hingle r oof, or approved eq ual. The work i ncludes, b ut is not l imited t o ex cavation o f t he pi t, s tructural f ill, leveling course and installation of the vault toilet.

204 Furnish an d I nstall Grills at G roup Sites. The w ork for t his it em shall include al l l abor, materials an d eq uipment r equired for c omplete installation of each grill, including, but not limited to excavation, installation of the concrete base, installation of the support post, and installation of the grill.

205 Install 8’ x6’ G ravel Trash B in P ad ( Government Furnished Surface

Material). The work for this item shall all labor and equipment required for complete installation of each gravel pad at the campground, pavilions and boat r amp. T he w ork includes, b ut is not l imited t o pl acement of t he government furnished surface gravel, l eveling, and c ompaction o f gravel

01150 - 4 of 11 Pages pad, and leveling of the surround ground to prevent erosion from washing away the gravel.

206 Removal of E xisting R estrooms. The work s hall i nclude all l abor, equipment, transportation r emoved materials and disposal o ff-site o f removed materials from the restrooms at the campground, pavilion 2, and the boat ramp. The work includes demolition of the structure, excavation of the foundation, removal and disposal of all components of the restroom, and abandonment of underground sewer lines where applicable.

207 Install P avement M arkings-Symbols ( Arrows, S peed B umps, A DA

Symbols). The w ork for t his i tem s hall include al l l abor, m aterials and equipment required to complete the striping of the directional arrows at the campground, s triping of t he s peed b umps t hroughout t he c omplex, and ADA striping in the campground, pavilions and boat ramp.

208 Sign Removal and Installation of New Signs. The work for this item shall include al l labor, materials and eq uipment required to remove all existing signage in the complex and replace each s ign in a l ocation approved by the CO. S ign removal consists of complete removal and disposal of the sign, s ign pos t and har dware. S ign in stallation w ill c onsist o f t he contractor s upplying t he s ign p ost and h ardware and i nstallation o f the sign. The sign will be provided by the Government.

209 Pavement S triping-Existing R oads an d P arking Lot s. The w ork f or t his item shall include all labor, materials and equipment required to complete the s triping o f t he e xisting c omplex and campground r oads, e xisting pavilions 1 and 2 parking lots, and the boat ramp parking lot.

210 Replace E xisting 24” x 36” C MP A rch C ulverts-Estimated Leng th = 2 30

LF. The work shall include all labor, materials and equipment required to complete r eplacement o f eac h c ulvert, i ncluding but n ot l imited t o, excavation, c ulvert r eplacement, di sposal o f t he ex isting c ulvert, installation o f t he new c ulvert, bac kfilling, c ompaction, r oad g ravel replacement, asphalt surface restoration and shoulder restoration.

211 Replace Existing 18” x 24” CMP Arch Culvert-Estimated Length = 68 LF.

The w ork s hall include al l l abor, m aterials and eq uipment r equired t o complete replacement o f eac h c ulvert, i ncluding but n ot l imited t o, excavation, c ulvert r eplacement, di sposal o f t he ex isting c ulvert, installation o f t he new c ulvert, bac kfilling, c ompaction, r oad g ravel replacement, asphalt surface restoration and shoulder restoration.

212 Removal of Existing Trash Bin Holders, Picnic Tables, Fire Pits, Concrete

Curb S tops, Wood B ollards, and F rost F ree H ydrants. The w ork s hall include all la bor, equipment, ex cavation, and t ransportation t o c omplete salvage or di sposal of al l existing c ampground i tems, i ncluding, b ut not limited to, t rash bi n containers and hol ders, picnic t ables, f ire pits, 01150 - 5 of 11 Pages concrete curb stops, wood bollards, frost free hydrants and other items as directed by t he C O. T he C O w ill det ermine w hich i tems ar e to b e salvaged and which are to be removed from the site.

213 Abandon Existing Water S torage Tank. The work shall i nclude al l l abor and equipment required to abandon the existing water storage tank. The tank i s l ocated w est of N FSR # 228. The t ank m ust be uncovered, t he inside filled with government supplied gravel, and t he top crushed. Then the tank is to be covered with material available at the tank site.

CAMPGROUND SITEWORK

301 Campground Clearing and Grubbing. The work for this item includes, but is not l imited to, equipment, labor and materials required for removal and decking of all t imber and t ransportation of the demolished materials to a suitable location off-site.

302 New Campground Loop Road, Campsites, ADA Sites and T rail-Crushed

Base Course. The work for this item shall include all labor, materials and equipment r equired for ha uling, pl acing a nd c ompacting t he c rushed gravel in t he c ampground l oop r oad, c ampground pul l-through and s pur sites, campground parking lot, and the ADA sites.

303 New C ampground Lo op R oad, Ca mpsites, ADA Sites and T rail-Asphalt.

The w ork f or t his i tem s hall i nclude al l l abor, m aterials and eq uipment required f or pr oducing, haul ing, pl acing an d r olling t he as phalt for t he campground loop road, campground pu ll t hrough an d s pur s ites, campground parking lot, and ADA sites.

304 Tent P ads (Government F urnished S urface Material). The work for th is item shall include all labor, materials and equipment required for complete installation of each tent pad, including, but not limited to, leveling the pad site, installation of the government furnished surface gravel, leveling of the surrounding ground to prevent erosion from washing away the tent pad.

305 Campground Trails (Government Furnished Surface Material). The work shall include all labor and equipment required to install the trail, including, but not limited to ex cavation, material, compaction, and s urface restoration, using gravel supplied by the Government.

306 Rehabilitate O ld C ampsites. The w ork s hall i nclude al l l abor, m aterials and equipment r equired to complete the rehabilitation, i ncluding, but not limited to excavation, removal of gravel and asphalt, grading the old site, installation of topsoil, seeding, and planting.

307 Host Site Sewer Connection and Septic System. The work shall include all l abor, materials and equipment required to install t he host s ite sewer connection, s ewer s ervice m ain, s eptic t ank, a nd dr ainfield. Work

01150 - 6 of 11 Pages includes, but is not l imited t o, ex cavation, pi pe i nstallation, be dding, backfill, installation o f the s eptic t ank, trenching, dr ainfield piping, s ewer service pipe and connections and all other items required to complete the

308 Remove and Replace Existing Fee Tube. The work shall include all labor, materials and eq uipment required to complete removal and r eplacement of the fee tube. Work includes, but is not limited to removal of the existing tube, di sposal o f t he t ube, ex cavation, b ackfilling, and placement of t he new tube.

309 Install New Bulletin Board. The work shall include all labor, materials and equipment r equired t o c omplete t he i nstallation of t he bul letin boar d, including, but n ot l imited t o, ex cavation of pos t hol es, concrete encasement o f the po sts, c onstruction o f the bo ard a nd all ot her items required to complete the work.

310 Install Concrete S top B locks at B ack-In C ampsites. The w ork s hall include al l l abor, m aterials and eq uipment r equired t o c omplete t he installation of each stop block, including placement, drilling and anchoring the block to the asphalt.

311 Abandonment of E xisting S eptic Tank and Manholes. The w ork s hall include al l l abor a nd equipment r equired t o aban don t he s eptic t ank al l manholes at t he c ampground s ewer an d s eptic s ystem. Work i ncludes excavation and di sposal o f the m anhole rim a nd c over, c rushing t he bottom of the manhole and tank, and filling the manhole with Government furnished gravel.

ROAD MAINTENANCE

401 FS Road 4825 MP 0.00 to MP 0.50-2” Overlay. The work shall include all labor, materials and equipment required to complete this a 2” overlay o f asphalt including, but not limited to, surface preparation, placement of the asphalt and application of the seal coat.

402 FS R oad 48 25 M P 0. 00 t o M P 0.23-New Chip S eal. The w ork s hall include al l l abor, materials and eq uipment required to complete the chip seal, i ncluding sweeping and washing the existing road, patching c racks and potholes, placement of oi l, placement of chips, rolling the new chips and removal of chips after the seal is complete.

403 FS R oad 48 81 M P 0. 00 t o M P 0.70-New Chip S eal. The w ork s hall seal, i ncluding sweeping and washing the existing road, patching cracks and potholes, placement of oil, placement of chips, rolling the new chips

01150 - 7 of 11 Pages

404 FS R oad 48 25 M P 0. 23 t o M P 0.50-New Chip S eal. The w ork s hall seal, i ncluding sweeping and washing the existing road, patching cracks and potholes, placement of oi l, placement of chips, rolling the new chips

405 Pavilion #1 Parking Lot-New Chip Seal. The work shall include all labor, materials an d eq uipment r equired t o c omplete the c hip s eal, i ncluding sweeping and w ashing t he ex isting parking l ot, pat ching c racks and potholes, placement of oil, placement of chips, rolling the new chips and removal of chips after the seal is complete.

406 Pavilion #2 Parking Lot-New Chip Seal. The work shall include all labor, sweeping and w ashing t he ex isting par king l ot, pat ching c racks and potholes, placement of oil, placement of chips, rolling the new chips and removal of chips after the seal is complete.

407 Low Water Boat Ramp-New Chip Seal. The work shall include all labor, sweeping and w ashing t he ex isting ramp and par king area, pa tching cracks and potholes, placement of oil, placement of chips, rolling the new chips and removal of chips after the seal is complete.

408 FS Road 4825 MP 0.50 to MP 1.18 and Camp Sites-New Chip Seal. The work shall include all labor, materials and equipment required to complete the chip seal, including sweeping and washing the existing road, patching cracks and potholes, placement of oil, placement of chips, rolling the new chips and removal of chips after the seal is complete.

WATER DISTRIBUTION SYSTEM

501 Well P ump and Well H ouse P iping. T he w ork shall include al l labor, materials and equipment required to complete the installation of the well pump and piping in the well house. Work includes, but is not lim ited t o installation of the pump, pi tless adapter, water main from the well to the well hous e, v alves, hos e bi bs an d ot her fittings i nside t he w ell hous e, excavation, backfilling and all other tasks required to complete the work.

502 Precast Concrete Well House. The work shall include all labor, materials and equipment required to complete the installation, and include provision and i nstallation of t he hoi st s ocket t hat i s mounted t o e ach dark br own structure. The w ell house i s t o be a pr e-cast c oncrete b uilding with barnwood siding, dark brown color, with an aggregate rock roof. The work shall al so i nclude pl acement an d c ompaction o f t he g ravel s tructural f ill and leveling course as specified on the Drawings.

01150 - 8 of 11 Pages

503 Solar Power System and B ackup Power System. T he work shall include all l abor, materials and equipment required, i ncluding, but not l imited to, connecting power to the well pump, mounting, installation and connection of solar panels, installation of the back-up power generator, propane tank, concrete bases for the generator and tank, and all other items required to complete the…