b_Section_011100.pdf

KACHESS CAMPGROUND SECTION 011100

WATER & WASTEWATER IMPROVEMENTS SUMMARY

011100-1

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes:

1. Associated site work includes clearing, grubbing, removal of obstructions, excavation, filling, grading, paving, and restoration/cleanup.

2. Demolish and abandoning existing facilities. Existing facilities to be demolished include flush toilet comfort stations, concrete septic tanks, steel septic tanks, wood vault toilets, and various water faucet, valves and standpipes.

B. Related Sections:

1. Division 0 Proposal and Contract Requirements

2. Section 013113 - Project Communication and Coordination

3. Section 013215 - Construction Schedules

4. Section 013310 - Submittal Procedures

5. Section 017700 - Closeout Procedures

1.02 DESCRIPTION

A. Unless otherwise indicated, work and responsibilities include, but are not limited to the following:

1. Employing specialists having experience in similar construction projects and in sufficient numbers for supervision and coordination of construction activities, including those by subcontractors and suppliers, and as required to maintain the Construction Progress

Schedule and complete the portions of the work by the dates indicated in the

Construction Progress Schedule.

2. Providing and paying for labor, materials, equipment, tools, machines, facilities, and services necessary for proper execution, supervision and completion of work.

3. Performing initial review and certification that submittals are complete and comply with requirements of the Contract Documents before submitting to the Contracting Officer

(CO) for review.

4. Paying required taxes (including state sales tax).

5. Giving required notices.

6. Using new materials, except as noted.

7. Maintaining required egress and other requirements in accordance with governing

Codes and Ordinances throughout the work.

8. Obtaining and paying for required permits, fees and notices.

1.03 MISCELLANEOUS EXPLANATIONS - INTENT

A. See Division 00 for definitions of terms used in Division 00, Proposal and Contract

Requirements.

B. Intent of Language Used in this Project Manual:

1. "Project Manual" means the volume usually assembled for the Work which may include the Proposal requirements, contractual conditions, general requirements and technical specifications.

2. The Project Manual is part of the Contract Documents between Government and

Contractor and is therefore written addressing the Contractor. Although references to subcontractors are made occasionally, it is not the intent of the Project Manual to divide the work into subcontracts; this is the responsibility of the Contractor.

3. The following information is provided to facilitate Project Manual comprehension, format, language, implications, conventions, and content. This information does not modify the substance of any requirements.

a. Project Manual is divided into divisions and sections for convenience. Division titles are not intended to fully describe the work of each division or section, and are not an integral part of the text specifying requirements.

b. Division and section numbers listed in Table of Contents, and items of work included in each section, conform in general to the Construction Specifications

Institute’s "Masterformat - Master List of Numbers and Titles for the Construction

Industry,” 2004 edition. Numbering of sections is merely for identification and may not be consecutive. Verify contents to be sure manual is complete in accordance with Table of Contents.

c. Except for sections in Division 00, Proposal and Contract Requirements, and certain Division 01 Sections, sections are usually subdivided into three “parts” for uniformity and convenience (Part 1 - General; Part 2 - Products; and Part 3 -

Execution).

d. Section pages are numbered independently for each section. Section numbers and page numbers appear at the right bottom of each page of most sections.

e. Trade Associations and General Standard Abbreviations: Generally understood abbreviations may be used in text.

f. The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1) Imperative mood and streamlined language are generally used in the

Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2) Specification requirements shall be performed by Contractor unless specifically stated otherwise.

4. Reference to Specifications Sections in Division 01: Where General Conditions provisions and Modifications thereto relate generally to work of Contractor and subcontractors as project administrative requirements, procedural requirements, temporary facilities, and the like, these provisions may be amplified by specifications sections in Division 01, “General Requirements.”

5. Government's Representative:

a. The Contracting Officer (CO) is the Government's Representative for contractual and administrative procedures as well as technical matters.

b. The Government’s On-Site Representative or the Contracting Officer’s

Representative (COR) is responsible for day-to-day communications and on-site observation.

C. Intent of Drawings:

1. The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. Drawings are in part diagrammatic and do not necessarily show complete details of construction, work or materials, performance or installation. They do not necessarily show how construction details, other items or work, fixtures, and equipment may affect any particular installation. Ascertain and correlate the work to bring the parts together into a satisfactory and completed whole.

2. Drawings do not show exact characteristics of the Work or necessary number of fittings.

The Drawings indicate only such details as are necessary to show intent of the work. In order to illustrate the Work, the CO may furnish additional Drawings, explanations and clarifications consistent with the original

Drawings, purpose and intent of the Contract. Conform Work to such Drawings and explanations. The furnishing of such additional Drawings, explanations or clarifications is for the convenience of the Contractor and shall not entitle the Contractor to an increase in the Contract time or Contract Sum.

3. Furnish and install work not covered under any heading, Section, branch, class or trade of the Project Manual, but shown on or reasonably inferable from the Drawings. This includes work necessary to produce the intended results.

4. Do not scale drawings. Dimensional accuracy is not guaranteed, and field verification of dimensions, locations, and levels to suit field conditions is required.

D. First Class Workmanship is expected.

1. Prior to installing an item or material, verify that receiving surfaces are plumb, level, true to line, and straight to the degree necessary to achieve tolerances specified or required.

Perform without extra cost shimming, blocking, grinding, or patching required to make such surfaces plumb, level, true to line and straight.

2. Take care in attention to details and fitting at intersections and junctures of materials.

Joints are to be tight, straight, even, and smooth.

E. Fastening and Connections: Furnish fastenings and connections necessary and adequate to assemble work whether indicated or not. Provide proper assemblage for intended performance of components and assemblies; bonds shall bond properly, fastening shall fasten properly; operable items shall operate smoothly, without sticking or binding, and without “play” or looseness; and the like.

F. Presence of Government's Representatives: Do not construe presence of these persons at the Project Site as assuring compliance with Contract Documents.

G. General Installation Provisions: Provide items, articles, materials, and operations listed, including labor, materials, equipment and incidentals required for their completion.

1. Installer’s Inspection of Conditions:

a. Require the installer of each major unit of work to inspect the substrate to receive work and conditions under which the work is to be performed.

b. The installer shall report unsatisfactory conditions in writing to the Contractor.

c. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. Start of work constitutes acceptance of substrates.

2. Inspection of Items to be Installed:

a. Inspect each item of materials or equipment immediately prior to installation.

b. Reject damaged and defective items.

3. Attachment and Connection:

a. Provide attachment and connection devices and methods for securing work.

Secure work true to line and level, and within recognized industry tolerances.

Allow for expansion and building movement.

b. Provide uniform joint width in exposed work. Arrange joints in exposed work as drawn or to obtain the best visual effect. Refer questionable visual-effect choices to the CO for final decision.

4. Measurements: Check measurements and dimensions of the work, as an integral step of starting each installation.

5. Dimensions and Measurements on Drawings:

a. Dimensions govern.

b. Do not scale.

c. Check dimensions in the field and verify them with respect to adjacent or incorporated work.

1) Information concerning existing conditions was considered suitable for preparation of the Drawings and is given for Contractor’s convenience. CO and Government do not guarantee accuracy of such conditions.

6. Weather Conditions:

a. Install each unit of work during weather conditions and project status which will ensure the best possible results in coordination with the entire work.

b. Isolate each unit of finished work and protect as necessary to prevent deterioration.

c. Inspection and Tests: Coordinate enclosure of the work with required inspections and tests, so as to minimize the necessity of uncovering work for that purpose.

7. Inspection and Tests: Coordinate enclosure of the work with required inspections and tests, so as to minimize the necessity of uncovering work for that purpose.

1.04 CONTRACT

A. Contract: Construct work under a single, fixed-price Contract.

1.05 GOVERNMENT’S REPRESENTATIVE

A. This Project is administered by the Contracting Officer (CO) and the Government’s Field

Representative (COR) as identified above and in Division 00, Proposal and Contract

Requirements.

1.06 SEQUENCE/PHASING

A. Use any sequence of operations compatible with monthly Progress Schedule, in accordance with Section 013215, Construction Schedules, and following:

1. These documents shall not be interpreted implicitly or explicitly as definition of procedure and sequence of operations. Order as to procedure and sequence of operations are Contractor’s options, consistent with Contract Documents and as approved by Government.

2. Protect existing operations and maintenance functions from disruption during construction of new facilities until new facilities have been occupied and are fully functional. Conduct demolition of existing facilities and site work to be removed in a manner that does not interrupt Government activities. Maintain public access to all areas not actively under construction.

3. Access Road: Schedule to minimize impacts on Government’s use of premises. No temporary roads or access corridors shall be constructed without prior approval.

B. The project site includes an operational United States Department of Agriculture Forest

Service (USDA FS) campground. The project includes demolition and replacement of restroom facilities. The Contractor shall schedule the construction work in a phased manner to maintain adequate facilities at all times.

1. Contractor shall schedule Work in a manner conforming to the requirements of this

Construction Sequence. Contractor shall schedule the Work, prepare and submit a critical path schedule in accordance with Section 013215 Construction Schedules.

Contractor may submit for review a proposed alternate sequence that meets the requirements of the project. It shall be the Contractor’s responsibility to locate staging and project trailers in a manner consistent with the phased construction of the site.

2. Contractor shall prepare a Stormwater Pollution Prevention Plan, and shall construct, maintain and relocate Temporary Erosion and Sedimentation Control (TESC) measures in accordance with Section 312513 Erosion Controls. The stormwater controls shall follow the phasing of construction.

3. Utility construction and demolition of existing facilities shall be scheduled such that services to the occupied campground areas are maintained at all times.

C. Construction vehicle access shall be via the existing access. Contractor shall provide traffic control in accordance with DOT requirements.

1.07 CONTRACTOR’S USE OF PREMISES

A. Contractor shall have use of the premises as indicated in Section 015200, Construction

Facilities, for execution of the work during the contract time. Schedule and coordinate work in areas indicated as "intermittent work areas" to minimize impacts to Government use.

1. Construction Staging Area: To protect subgrade in areas designated for infiltration facilities, Contractor shall limit parking, staging, temporary offices and stockpiling to areas already paved or otherwise compacted.

2. Coordinate use of Project Site with the Government prior to utilization of area and during the construction phase. Modify or change the staging and parking areas as required by Paragraph 011100-1.06 Sequence/Phasing, the Progress Schedule described in Section 013215, Construction Schedules. Provide barriers as described in

Section 015200, Construction Facilities.

3. Coordinate staging and parking areas with subcontractors and material suppliers.

4. Protection of existing trees and sensitive vegetation: Take steps to assure protection of trees and vegetation to be retained including “unique species areas”.

B. Assume full responsibility for the protection and safekeeping of products and equipment under this Contract, stored on the Project Site.

C. Move stored products at no cost to the Government, under Contractor’s control, which interfere with operations of the Government or separate contractors.

D. Obtain and pay for the use of additional storage or work areas on or off Project Site as needed for operations.

E. Do not allow storage of flammable liquid or hazardous materials in any of the campground buildings.

F. Procedure in the event unknown hazardous materials are encountered:

1. Immediately stop work and seal off the areas.

2. Immediately report discovery to Government.

G. There is a water supply well on site as well streams and Lake Kachess, as noted on the drawings. The well has a 100-foot radius pollution control protection area. The streams and lake have designated setbacks. The contractor shall not; dump waste, store materials, locate temporary facilities, park vehicles or equipment in these areas.

1.08 EXISTING UTILITIES

A. Utilities of record are shown on the Drawings. Utilities are shown for convenience only. The

Government and Government’s representatives assume no responsibility for improper locations or failure to show utility locations on the Drawings. At own expense, immediately repair utilities damaged during construction.

B. Prior to commencing activities which may damage utilities, exercise appropriate care (by use of probes, hand excavation, and the like) to locate and prevent damage to existing utilities and drainfields.

C. Contact locating services as needed to assure utility locations on site and in Right-of-Way.

D. Maintain current utilities serving existing buildings until new are constructed and fully operational.

1.09 CONFLICTS AND OMISSIONS IN DRAWINGS AND SPECIFICATIONS

A. Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by Government. If, during the performance of the Work, Contractor finds a conflict, error, inconsistency, or omission in the Contract Documents, it shall promptly and before proceeding with the Work affected thereby, report such conflict, error, inconsistency, or omission to the CO and COR in writing.

1. Where conflicts and omissions have not been brought to the CO and COR’s attention, it is understood that provisions for the most costly method or methods have been made.

1.10 GOVERNMENT FURNISHED PRODUCTS

A. General: Certain items, designated on the Drawings by the abbreviations “GFCI,” “GFOI” and

“NIC” often require blocking, backing and accessory items necessary to complete the installations. This blocking, backing and accessory items for complete installations are requirements of this Project as further defined below.

B. Items, designated by the Drawings by the abbreviations “GFCI” meaning “Government

Furnished, Contractor Installed”, “GFOI” meaning “Government Furnished, Government

(owner) Installed”, or “NIC” meaning “Not In Contract,” will be furnished and installed by the

Government.

1. GFCI Items:

a. There are no government furnished items in this contract.

1.11 MISCELLANEOUS

A. Miscellaneous Items include, but are not limited to:

1. Maintaining pedestrian and vehicular access to and around existing facilities. No pioneering roads may be created without prior approval.

2. Not unreasonably encumbering site with materials or equipment.

3. Not loading structure with weight endangering it.

4. Repairing to original conditions damage to existing paving or adjacent buildings or improvements.

5. Maintaining existing “accessible” (“ADA”) routes.

END OF SECTION

KACHESS CAMPGROUND SECTION 012200

WATER & WASTEWATER IMPROVEMENTS UNIT PRICES

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes:

1. Administrative and procedural requirements for unit prices.

B. Related Sections:

1. Section 00100 Section 1 - Instructions to Proposers, Proposal Evaluation and

Contract Award:

Section 8 – Mandatory Forms and Documents

1.02 DEFINITIONS

A. Unit price is an amount proposed by Proposers, stated on the Proposal Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if the estimated quantities of Work required by the Contract

Documents are increased or decreased.

B. Unit prices include all necessary material, labor, equipment, services, mobilization, demobilization, safety and tool costs, delay and impact costs, insurance, overhead, profit, and applicable taxes.

1.03 PROCEDURES

A. Notify the Government’s Construction Representative/Commissioning Agent when work designated as an allowance or unit price is to be performed.

B. Change Order Pricing -- Unit Prices: Whenever Government’s Construction

Representative/Commissioning Agent authorizes any Work on a unit-price basis the following rules shall apply:

1. The Government's authorization shall clearly state:

a. Scope of work to be performed;

b. Type of reimbursement including pro-agreed rates for material quantities; and

c. Cost limit of reimbursement.

2. Contractor (including subcontractor) executing the Work shall:

a. Cooperate with Government and assist in monitoring the Work being performed, identify workers assigned to the Change Order Work and areas in which they are working;

b. Leave access as appropriate for quantity measurement; and

c. Not exceed any cost limit(s) without Governments prior written approval.

3. Submit costs in accordance with Section 012910, Applications for Payment, and the following requirements:

a. Unit prices shall include reimbursement for all direct and indirect costs of the

Work, including overhead and profit, and bond and insurance costs; and

b. Quantities shall be supported by field measurement statements signed by

Government.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Comply with Specifications and standards for each applicable product.

PART 3 - EXECUTION

3.01 UNIT PRICE SCHEDULE

B1. Mobilization

1. Basis of Measurement: Lump sum.

2. Basis of Payment: This line item consists of the mobilization and demobilization of the contractor's forces and equipment necessary for performing the work required under the contract. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract.

Mobilization shall include all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site; premiums paid for performance and payment bonds.

B2. Generator Shed

1. Basis of Measurement: Lump sum.

2. Basis of Payment: Includes all work necessary to construct a Generator shed including clearing and grubbing, excavation for foundation, wood framing, required bracing and roofing as described in the project plans and specifications.

B3. Remove Existing Water Main Appurtenances and Abandon Existing Main – Section 024116:

[Gale Creek Loop and Boat Launch water main after installation of isolation valve #2]

1. Basis of Measurement: Lump sum.

2. Basis of Payment: Includes removal of accessories including but not limited to spigots, valves, boxes, drains, exposed piping, and other appurtenances that will not utilized in the proposed system. Cut, cap, and abandoning of buried waterline in place, and removal or decommissioning of other items needed to ensure that items will not create a hazard, or otherwise impede the safety, operation, or maintenance of the system in the future.

B4. Demo. Existing Pit Toilet Station – Section 024116:

[TB15, TB16, TB17, TB18, TB13HR, TB14HR]

1. Basis of Measurement: each.

2. Basis of Payment: Includes, but is not limited to, pumping pit, demolition, removal and disposal of all structures, tanks, concrete pads/foundations, associated walkways and access paths and completion of all filling, grading and native seeding as needed to restore the area in accordance with the plans and specifications.

B5. Demo. Existing Comfort Station and Appurtenances Including Septic Tank – Section 024116:

[TB1, TB2, TB3, TB8 and TB10]

1. Basis of Measurement: By the unit (each).

2. Basis of Payment: Includes, but is not limited to, demolition, removal and disposal of all structures (including fixtures, plumbing and electrical connections), concrete pads/foundations, associated walkways and access paths, pumping, demolition and removal (where indicated) of all septic tanks, abandonment of associated drainfields, and completion of all filling, grading and native seeding as needed to restore the area in accordance with the plans and specifications.

B6. Install CXT Vault Toilet Facility (Double) – Section 110500:

[VT1, VT2, VT3, and VT10]

1. Basis of Measurement: By the unit (each).

2. Basis of Payment: Includes, but is not limited to, supplying all material, completing all necessary site work, setting all necessary tanks and base material, complete facility installation, backfilling and final grading, and all other work necessary for the complete installation of the facility in accordance with the plans and specifications.

B7. Install CXT Vault Toilet Facility (Single) – Section 110500:

[VT17]

1. Basis of Measurement: By the unit (each).

2. Basis of Payment: Includes, but is not limited to, supplying all material, completing all necessary site work, setting all necessary tanks and base material, complete facility

B8. Isolation Valves

1. Basis of Measurement: each.

2. Basis of Payment: Includes, but is not limited to, supplying all material, completing all necessary site work, installing valves, ,backfilling and final grading, and all other work necessary for the complete accordance with the plans and specifications.

B9. Clearing and Grubbing – Section 311000:

1. Basis of Measurement: Lump sum.

2. Basis of Payment: Includes, but is not limited to, clearing and grubbing all areas as necessary for the completion of the project in accordance with the plans and specifications.

Optional Items:

B10. Demo. Existing Comfort Station and Appurtenances Including Septic Tank – Section 024116:

[TB4, TB5]

1. Basis of Measurement: By the unit (each).

2. Basis of Payment: Includes, but is not limited to, demolition, removal and disposal of all structures (including fixtures, plumbing and electrical connections), concrete pads/foundations, associated walkways and access paths, pumping, demolition and removal (where indicated) of all septic tanks, abandonment of associated drainfields, and completion of all filling, grading and native seeding as needed to restore the area in accordance with the plans and specifications.

B11. Install CXT Vault Toilet Facility (Double) – Section 110500:

[VT4]

1. Basis of Measurement: By the unit (each).

2. Basis of Payment: Includes, but is not limited to, supplying all material, completing all necessary site work, setting all necessary tanks and base material, complete facility

B12. Install CXT Vault Toilet Facility (Double) – Section 110500:

[VT8]

1. Basis of Measurement: By the unit (each).

2. Basis of Payment: Includes, but is not limited to, supplying all material, completing all necessary site work, setting all necessary tanks and base material, complete facility

B13. Abandon Existing RV Dump Station – Section 024116:

1. Basis of Measurement: Lump sum.

2. Basis of Payment: Includes, but is not limited to, pumping tank, demolition/abandonment of tank and associated drainfield, filling, grading and native seeding as needed to restore the area in accordance with the plans and specifications.

NOTE: If work is required by specifications and there is not a bid item for the required work, then it’s incidental to the bid item under which the work is being completed.

END OF SECTION