A04 Specifications.pdf

MOJAVE NATIONAL PRESERVE

MOJA PMIS No. 234372 Construct New Well to Replace Primary Source to Hole-in-the-Wall

100% FINAL

CONTRACT PRICE SCHEDULE

CONSTRUCTION SPECIFICATIONS

Prepared by Steven L Bosiljevac, P.E.

NATIONAL PARK SERVICE

DOI Regions 8, 9, 10, & 12

MARCH 01, 2021

MOJA – 234372 CONTRACT PRICE SCHEDULE - 1

CONTRACT PRICE SCHEDULE

Mojave National Preserve

PMIS NO. 2234372

Construct New Well to Replace Primary Source to Hole-in-the-Wall

Offerors are required to submit an offer that conforms to the Solicitation with pricing for Contract Price Schedule’s Base Line Items and all Option line items - failure to do so may render the offer non-responsive.

On lump-sum price items, provide total cost only; on unit price items, provide the unit price and the extended amount of total price for the item. If no price item exists for a portion of the work, include the costs in a related price item. In case of error in extension of prices, unit price governs. In case of error in summation, the total of the corrected price item amount governs. Round totals and extend prices to whole dollars. Pricing will be evaluated based on what is determined to be the best value to the Government.

Price award will be made based upon the following equation.

Equation 1: Base Price

Base Price: Price Items 1 through 16.

MOJA – 234372 CONTRACT PRICE SCHEDULE - 2

CONTRACT CONTRACT

LINE ITEM LINE ITEM TITLE

NUMBER

(CLIN)

QUANTITY AND

UNIT OF

MEASURE

UNIT PRICE TOTAL PRICE

BASE LINE ITEMS

012700

Mobilization/Demobilization 1 LS @$________ =$_________

Drill & Set Temporary Conductor Casing for Test Well

1 LS @$________ =$_________

Drill Test Well 605 LF *NTE @$________ =$_________

Furnish 8-Inch Well Casing 568 LF *NTE @$________ =$_________

Install 8-Inch Well Casing 568 LF *NTE @$________ =$_________

Furnish 8-Inch Well Screen 40 LF *NTE @$________ =$_________

Install 8-Inch Well Screen 40 LF *NTE @$________ =$_________

Filter Pack Material 115 LF *NTE @$________ =$_________

Formation Stabilizer Material 430 LF *NTE @$________ =$_________

Grout Surface Seal 60 LF *NTE @$________ =$_________

Well Development 1 LS @$________ =$_________

Pumping and Recovery Tests 1 LS @$________ =$_________

Disinfection 1 LS @$________ =$_________

Video Inspection Logging of Completed Test Well

1 LS @$________ =$_________

Pitless Adapter and Connection to Existing Water Line & Electrical Power Sources (PV & Back Up Generator)

1 LS @$________ =$_________

MOJA – 234372 CONTRACT PRICE SCHEDULE - 3

Pump/Motor Assembly 1 LS @$________ =$_________

TOTAL BASE PRICE – (Items 1 to 16) ------------------------------------------------------------------- =$_________

Quantities for unit price items are estimated, but payment will be made only for actual quantities of work completed up to the Not-To-Exceed quantity.

Award will be made to one Offeror in accordance with the Solicitation.

The low offeror will be determined by taking each offeror’s Base Price, or Base Price with Option(s) at the discretion of the Government. Available funds will be announced as indicated in the Solicitation.

All measurement and payment information is included in the project specifications Section 01 27 00 Definition of Contract Price Schedule Line Items.

*NTE: Not-To-Exceed quantity

END OF SECTION

MOJA – 234372 TOC - 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS PAGES

01 11 00 Summary of Work 01 26 01 Contract Modification Procedures 01 27 00 Definition of Contract Line Items 01 31 00 Project Management & Coordination 01 32 16 Construction Schedule 01 32 33 Photographic Documentation 01 33 23 Submittal Procedures 01 35 13.22 Archeological Protection 01 35 23 Safety Requirements 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities & Controls 01 57 19.12 Noise & Acoustics Management 01 57 23 Under-an-Acre Pollution Prevention 01 67 00 Product Requirements 01 74 19 Construction Waste Management & Disposal 01 77 00 Closeout Procedures 01 78 23 Operation & Maintenance Data 01 79 00 Demonstration & Training

DIVISION 02 – EXISTING CONDITIONS

02 05 10 General Site Construction Requirements 02 41 00 Demolition & Abandonment

DIVISION 03 - CONCRETE

03 11 13 Cast-In-Place Concrete Forms 03 15 10 Concrete Accessories – Epoxy Anchors & Embeds 03 21 00 Concrete Reinforcing Steel 03 30 00 Cast-In-Place Concrete Site Elements 03 31 00 Normal Weight Structural Concrete 03 40 00 Precast Concrete Items

DIVISION 04 – MASONRY (Section not used)

MOJA – 234372 TOC - 2

DIVISION 05 – METALS

05 12 00 Structural Steel Framing

DIVISION 06 – WOOD, PLASTICS, & COMPONENTS (Section not used)

DIVISION 07 – THERMAL & MOISTURE PROTECTION (Section not used)

DIVISION 08 – OPENINGS (Section not used)

DIVISION 09 - FINISHES

09 90 00 General Painting, & Coating Requirements 09 97 13.23 Exterior Painted Iron, & Steel

DIVISION 10 – SPECIALTIES (Section not used)

DIVISION 11 – EQUIPMENT (Section not used)

DIVISION 12 – FURNISHINGS (Section not used)

DIVISION 13 – SPECIAL CONSTRUCTION (Section not used)

DIVISION 14 – CONVEYING EQUIPMENT (Section not used)

DIVISION 21 – FIRE SUPPRESSION (Section not used)

DIVISION 22 - PLUMBING

22 00 00 Plumbing General Requirements 22 05 19 Transmitters Meters & Gauges 22 11 00 Plumbing Piping & Fittings 22 11 13 Chlorination of Domestic Water Mains for Disinfection 22 11 23.36 Pumps

DIVISION 23 – HEATING, VENTILATING, & AIR CONDITIONING (Section not used)

DIVISION 25 – INTEGRATED AUTOMATION (Section not used)

MOJA – 234372 TOC - 3

DIVISION 26 - ELECTRICAL

26 00 00 Electrical General Requirements 26 05 00 Basic Electrical Materials & Methods 26 05 19 Low Voltage Electrical Power Conductors & Cables 26 05 26 Grounding & Bonding 26 05 29 Hangers & Supports 26 05 33 Raceways & Boxes

DIVISION 27 – COMMUNICATIONS (Section not used)

DIVISION 28 – ELECTRONIC SAFETY & SECURITY (Section not used)

DIVISION 31 – EARTHWORK

31 23 33 Utility Excavation & Backfill 31 23 33.10 Earthwork for Pipelines 31 23 33.20 Restoration of Surfaces 31 25 00 Soil Erosion & Sedimentation Control 31 25 00.10 Watering

DIVISION 32 – EXTERIOR IMPROVEMENTS (Section not used)

DIVISION 33 – UTILITIES

33 00 00 Pipe & Pipe Fittings: General Statement 33 05 26.16 Utility Line Identification Marking 33 11 00 Water Utility Distribution Piping 33 11 00.10 Testing of Water Lines 33 11 00.20 Water Piping & Appurtenances 33 11 11 Test Wells

DIVISION 34 – TRANSPORTATION (Section not used)

DIVISION 35 – WATERWAY & MARINE CONSTRUCTION (Section not used)

DIVISION 40 – PROCESS INTEGRATION (Section not used)

DIVISION 41 – MATERIAL PROCESSING & HANDLING EQUIPMENT ....... (Section not used)

DIVISION 42 – PROCESS HEATING, COOLING & DRYING EQUIPMENT (Section not used)

MOJA – 234372 TOC - 4

DIVISION 43 – PROCESS GAS & LIQUID HANDLING, PURIFICATION, & STORAGE

EQUIPMENT (Section not used)

DIVISION 44 – POLLUTION CONTROL EQUIPMENT (Section not used)

DIVISION 45 – INDUSTRY – SPECIFIC MANUFACTURING EQUIPMENT (Section not used)

DIVISION 46 – EQUIPMENT (Section not used)

DIVISION 48 – ELECTRICAL POWER GENERATION (Section not used)

Appendix #1 – Well Completion Report for Well 8K1 (Not included in the MS Word document – provided as a separate PDF document.)

DIVISION 01

GENERAL REQUIREMENTS

MOJA – 234372 01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Special Construction Requirements.

10. Hydrogeological Report.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Hole-in-the-Wall area of Mojave National Preserve, CA. The Hole-in-the- Wall area lies approximately twenty (20) miles north of the Essex Road exit (Exit 100) off of I-40 in San Bernardino County, CA.

B. The Work consists of the following:

1. Construct a new test well (designated Well 8K2): The work related to this test well will be comprised obtaining the well drilling permit from San Bernardino County, then drilling for and setting temporary conductor casing; drilling a borehole to an anticipated depth of approximately 605 feet below land surface; installing 40 linear feet of nominal 8-inch stainless steel shutter well screen (to include an additional 15 linear feet of nominal 8-inch PVC sump section for a total length of approximately 55 linear feet);

installing approximately 500 linear feet of nominal 8-inch diameter PVC water well casing; installing approximately13 linear feet of nominal 8-inch stainless steel water well casing – if which 3’ extends above the ground surface at the end of the test well phase of the project; installing 115 linear feet of filter pack material; installing 430 linear feet of formation stabilizer; installing 50 linear feet of cement grout sanitary seal material with a minimum 3-inch annular space around the permanent well casing; carrying out well development, conducting a step-drawdown pumping test consisting of three steps (anticipated total duration 4 to 12 hours with the maximum anticipated pumping rate at 9 gpm against approximately 745 feet of total dynamic head); conducting recovery test;

making a video inspection log of the completed test well, disinfecting the completed test well, and securing the well head at the completion of the work; and submit the Well Completion Report to San Bernardino County.

MOJA – 234372 01 11 00 - 2

2. Well improvements to test well (Well 8K2: The test well will be transitioned into a production well. The work related to the well improvements will be to install a pitless adapter unit atop the stainless steel well casing section at the top of the well; install a new pump/motor assembly in the new well connected to flexible drop pipe; PVC sounding conduit with new pressure transducer; connect the water line, power cables & electrical conduit, data cables & conduit from the new well to the existing components in the existing water system, install a water meter on the new well’s discharge line, make connections to electrical power sources (PV solar system & backup generator) and electrical controls; install a concrete pad around the well head; install pole mounted power disconnect, install well failure audio and visual alarm at the well head on a concrete anchored Unistrut frame, and disinfect the well and water line to connection with existing water system piping, submit the Well Completion Report for the Well 8K2 to San Bernardino County/state for approval, and then provide the NPS with a copy of the approved Well Completion Report.

C. Project will be constructed under a single prime contract.

D. The description of the work of this contract in 1.2.B above is a summary of the work and is not intended to provide a detailed and exhaustive description of all aspects of the entirety of the work. For the complete and comprehensive description of the work all documents pertaining to the Contract Documents must be collectively taken into account.

1.3 CONTRACTOR USE OF SITE

A. General: Contractor will have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.

B. Construction Time Period: The period of construction will be determined by the Contracting Officer.

C. Storage of Materials: Confine storage of materials to within the immediate vicinity of the work being performed including water storage tank area and/or within the area designated by the Contracting Officer.

D. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing plants and root zones.

3. Do not remove, injure, or destroy plants without prior approval. Consult with

Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Carefully supervise excavating, grading, filling, and other construction operations near plants to prevent damage.

E. Preservation of Historic Features:

MOJA – 234372 01 11 00 - 3

1. Prevent damage to historic features such as buildings and other structures that remain in the area near construction work zones.

F. Roadways and Entrances: Keep roadways, areas specifically designated by the Contracting

Officer and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

G. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

H. Construction Camp: Establishment of a camp within the park will not be permitted.

1.4 PUBLIC USE OF SITE

A. Side road off of Black Canyon road to the well site does not need to remain open to the public during construction. Black Canyon road must remain open to the public during construction.

B. All construction work including any or all related construction activities must enable employees and associated visitors to conduct their daily activities with minimal impact and or disruption. Contractor must coordinate all construction work including any or all related construction activities at least seventy two (72) hours in advance that have potential for impacts upon the NPS operations or federal Fire Center’s operations in the Hole-in-the-Wall area with the Contracting Officer to avoid potential negative impacts to NPS operations or the federal Fire Center’s operations.

1.5 BUILDINGS

A. Existing Buildings

1. Partial Government Occupancy: Public visitation to the Hole-in-the-Wall area will occur during the entire construction period, with the exception of the restricted areas which includes the project area. Cooperate with Government staff and visitors during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government staff operation and maintenance of utilities in and adjacent to the project area. Maintain existing entrances and exits, unless otherwise indicated.

1.6 WORK RESTRICTIONS

MOJA – 234372 01 11 00 - 4

A. On-Site Work Hours: Work will be generally performed during the hours of 6:00 AM to 5:30 PM or during daylight hours between 6:00 AM to 5:30 PM defined as one half (1/2) hour after sunrise to one half (1/2) hour before sunset, Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Same as On-Site Work Hours and Contractor required to obtain

Contracting Officer approval in writing not less than one week in advance of the proposed weekend.

2. Early Morning Hours: Same as On-Site Work Hours

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor is responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by

Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer in writing not less than (5) five days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours for Utility Shutdowns: The potable water supply system may be non-operational, when required, upon specific approval of the Contracting Officer for a maximum of (4) four consecutive hours.

D. Nonsmoking Areas: Smoking is not permitted within the project area.

1.7 SPECIAL CONSTRUCTION REQUIREMENTS

A. Limited Access: Contractor must coordinate the scheduling of construction activities regarding limited access of the site with the Contracting Officer prior to and during construction.

1.8 REFERENCE REPORTS

A. The following reference reports are included as appendices to the specifications.

1. Well Completion Report No. 53106, May 7th, 1971 for Well 8K1.

1.9 ADDITIONAL REPORTS (Not Used)

PART 2 – PRODUCTS (Not Used)

MOJA – 234372 01 11 00 - 5

PART 3 - EXECUTION (Not Used)

MOJA – 234372 01 26 01 - 1

CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Contracting Officer, Contracting Officer Representative

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

MOJA – 234372 01 26 01 - 2

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs must be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions, staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a forty (40) hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums , such as:

1) Social Security

2) Medicare

3) Workers Compensation– Policy and company calculation to be made available.

4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.

5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.

6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.

MOJA – 234372 01 26 01 - 3

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and must not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement.

Contractor may utilize the government provided Contractor Estimate Form or their own form, provided that it contains the same information and level of detail as the Government provided form.

http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank http://www.nps.gov/dscw/publicforms.htm#ct

MOJA – 234372 01 26 01 - 4

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.

Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving the right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor must estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work. Any work proposed that will require overtime work or premium pay must be itemized separately. All rates must be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. The labor cost for foremen must only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials must include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup will be applied to any material provided by the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the work being performed.

2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of five hundred dollars ($500) or less. Costs shown in excess of five hundred dollars ($500) must be broken out separately.

3. Regardless of ownership, the rates to be used in determining equipment rental costs must be the lowest cost from one of the following sources:

a. U.S. Army Corps of Engineers , Ownership and Operating Expense Schedule (use latest edition and applicable region)

b. Construction Blue Book

c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

MOJA – 234372 01 26 01 - 5

4. The estimated rental rates must include the cost of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major overhaul is not included), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then one half (½) of the equipment costs minus any operating costs will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate must apply from the first day of the delay.

8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.

Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) must be applied to direct costs only. Profit must not be applied to overhead amounts; and overhead must not be applied to profit. Home office overhead must contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project.

The following percentages establish the maximum allowable markups (OH&P) for contractor self-performed work:

Overhead………………10% Profit…………………..10.00%

2. Total aggregate limit of markup (OH&P) for contractor and subcontractors on modification work must not exceed twenty percent (20%). The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

3. If contractors form a partnership, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the net increases and deducted on net decreases.

5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

MOJA – 234372 01 27 00 - 1

DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

PART 1 GENERAL

1.1 DESCRIPTION

A. General:

1. The intent of this section is to explain, in general, what is and what is not included in a Contract Price Schedule Line Items, and the limits where one Contract Price schedule Line Item ends and another begins.

2. The total contract price must cover all work required by the Contract Documents. All costs in connection with the proper and successful completion of the work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the work, must be included in the unit and lump sum prices of the Contract Price Schedule Line Items.

All work not specifically set forth as a pay item in the Contract Price Schedule Line Items must be considered subsidiary obligations of the Contractor and all costs in connection therewith must be included in the prices submitted for the Contract Price Schedule Line Items.

3. If no Contract Price Schedule Line Item exists for a portion of the work, include the costs in a related Contract Price Schedule Line Item.

4. The description of the work of this section constitutes a summary of the work for the purpose of defining the Base Contract Price Schedule Line Items and Contract Price Schedule Option Items and is not intended to provide a detailed and exhaustive description of all aspects of the entirety of the work. For the complete and comprehensive description of the work all documents pertaining to the Contract Documents must be collectively taken into account.

B. Estimated Quantities:

1. All estimated quantities stipulated in the Contract Price Schedule or other Contact Documents are approximate and are to be used only:

a. As a basis for estimating the probable cost of the work.

b. For the purpose of comparing the Contract Price Schedules submitted for the work.

2. The basis of payment for unit price work and materials will be the actual amount of work done and materials furnished up to the not-to-exceed quantity.

3. Except where otherwise specified the unit or lump sum price for each item of work that involves boring, drilling, excavation or trenching, backfilling, drilling mud containment and removal, borehole cuttings containment and removal must include all costs for such work.

MOJA – 234372 01 27 00 - 2

1.2 BASE CONTRACT PRICE SCHEDULE LINE ITEMS

A. Contract Line Item Number (CLIN) 1 – MOBILIZATION AND DEMOBILIZATION - This line item consists of mobilizing and demobilizing all required equipment and construction materials to the site along with preparation of the site in order to initiate work and then site clean up at the end of the work. Measurement will be by lump sum. Multiple drilling attempts on the same project site will not constitute a new unit. This item will be paid on a lump sum item basis.

B. CLIN 2 – DRILL AND SET TEMPORARY CONDUCTOR CASING FOR TEST WELL – This line item consists of furnishing all material, equipment, and labor for the completion of a bore hole to a sufficient depth to then install a temporary conductor casing to facilitate drilling the test well borehole to depth and allow for the placement of the sanitary seal while withdrawing this temporary conductor casing from the test wellbore hole. This work includes but is not limited to all construction aides related to installing the temporary conductor casing. This item will be paid on a lump sum item basis.

C. CLIN 3 – DRILL TEST WELL - This line item consists of furnishing all materials, equipment, and labor for the completion of the borehole for the test water well. The work also includes any reaming, under-reaming, and/or casing advancement operations that are required to complete the test well borehole. Also included is containment of cuttings from the borehole and all drilling fluids used;

and erosion protections from discharged well water. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

D. CLIN 4 – FURNISH 8-INCH WELL CASING – This bid item consists of furnishing all materials, equipment, and labor necessary to furnish well casing and associated appurtenances for connecting it together at the project site. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

E. CLIN 5 – INSTALL 8- INCH WELL CASING - This line item consists of furnishing all materials, equipment, and labor necessary to make a complete installation of the well casing into the test well borehole to allow for an operational well. The work also includes any reaming, under-reaming, and/or casing advancement operations that are required to the well borehole to allow installation of the well casing. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

F. CLIN 6 – FURNISH 8-INCH WELL SCREEN- This line item consists of furnishing all materials, equipment, and labor necessary to furnish well screen and associated appurtenances for connecting it together at the project site. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

G. CLIN 7 – INSTALL 8- INCH WELL SCREEN - This line item consists of furnishing all materials, equipment, and labor necessary to make a complete installation of the well screen into the test well borehole for an operational well. The work also includes any reaming, under-reaming, and/or casing advancement operations that are required to the test well borehole to allow installation of the well screen. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

H. CLIN 8 – FILTER PACK MATERIAL - This line item consists of furnishing all materials, equipment, and labor necessary to make a complete installation of the filter pack material, including

MOJA – 234372 01 27 00 - 3

but not limited to under-reaming, gravel pack material, formation stabilization, placement of the filter pack material in the annular space between the well screen and the drilled test well borehole wall, disinfection and other related work. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

I. CLIN 9 – FORMATION STABILIZER MATERIAL- This line item consists of furnishing all materials, equipment, and labor necessary to make a complete installation of the formation stabilizer material, including but not limited to under-reaming, formation stabilizer material, formation stabilization, placement of the formation stabilizer material in the annular space between the well casing and the drilled test well borehole wall, disinfection and other related work. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

J. CLIN 10 – GROUT SURFACE SEAL - This line item consists of furnishing all materials, equipment, and labor necessary to construct the surface (aka sanitary) seal by placement of impervious material in the annular space between the permanent well casing and the drilled test well borehole. This line item will be paid on a unit price item basis up to the not-to-exceed quantity.

K. CLIN 11 – WELL DEVELOPMENT - This line item consists of furnishing all materials, equipment, and labor necessary to develop the test well to achieve sand-free water at an acceptable specific capacity. This includes but is not limited to the time required for piping or hauling water, rigging up, running tools, erosion protections from discharged well water, and other preparatory and disassembly work. This item will be paid on a lump sum item basis.

L. CLIN 12 – PUMPING TEST AND RECOVERY TEST- This line item consists of furnishing all necessary labor, equipment, tools, materials, and pumping equipment capable of pumping at the various discharge rates specified for the pumping test. This line item also includes all setup and disassembly activities required to perform the work, to include erosion protections to natural and cultural resources from discharged well water, and coordinate with the NPS geologist responsible for collecting the data from the pumping test and recovery test. The pumping unit must be complete with ample power source, controls and appurtenances. This line item will be paid on a lump sum item basis.

M. CLIN 13 – DISINFECTION - This line item consists of furnishing all materials, equipment, and labor necessary to disinfect and keep disinfected the new well (test well phase and production well phase), and the new water line connection from the new well to the existing water meter vault up through the Final Inspection. This line item will be paid on a lump sum item basis.

N. CLIN 14 – VIDEO INSPECTION LOGGING OF COMPLETED TEST WELL - This line item consists of furnishing all materials, equipment, and labor necessary to carry out the video inspection logging of the completed test well. This line item will be paid on a lump sum item basis.

O. CLIN 15 – PITLESS ADAPTER AND CONNECTION TO EXISTING UTILITIES - This line item consists of furnishing all materials, equipment, and labor necessary to install the pitless adapter onto the test well’s steel casing (transitioning from the test well phase to the production well phase of the work) and then connect the outlet piping from the pitless adapter to the existing piping of the existing water system along with a water meter. Also included is the installation of a new wharf head flush hydrant and protection bollards. This line item will be paid on a lump sum item basis.

P. CLIN 16 – PUMP MOTOR ASSEMBLY - This line item consists of furnishing all materials, equipment, and labor necessary to install: the pump/motor assembly connected to flexible drop pipe

MOJA – 234372 01 27 00 - 4

and the PVC sounding conduit and pressure transducer into the production well; the new electrical cabling and conduit between the production well and the existing electrical cabling and conduit connection points to existing water system and electrical power systems to include all connections, adjustments, and configuration to the existing electrical power sources (PV system and backup generator) and electrical controls; a concrete pad around the well head with pole mounted power disconnect, well failure audio and visual alarm at the well head on a concrete anchored Unistrut frame, and protection bollards. This line item will be paid on a lump sum item basis.

1.3 QUANTITIES

A. The quantities associated with the Contract Price Schedule Items and Option Items described in parts 1.2 and 1.3 above are indicated on the Contract Price Schedule and/or detailed in the specific specification sections for which the work relates.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

MOJA – 234372 01 31 00 - 1

PROJECT MANAGEMENT & COORDINATION

SECTION 01 31 00

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Construction Coordination.

2. Coordination Drawings.

3. Requests for Information (RFIs).

4. Project meetings.

5. Environmental Coordination.

B. Related Requirements:

1. Section 01 32 16 “Construction Progress Documentation” for preparing and submitting

Contractor’s construction schedule.

2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

1.2 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

MOJA – 234372 01 31 00 - 2

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Pre-installation conferences.

7. Project closeout activities.

1.3 SUBMITTALS

A. Division 01 documents: The following items must be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Safety Plan.

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

8. Quality Control Plan.

9. Under-An-Acre Pollution Prevention Plan.

B. All items listed must be provided to the Contracting Officer before the Pre-Construction

Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work cannot commence until written Notice to Proceed has been issued.

1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor is required to prepare and submit an RFI using the NPS form for RFI.

MOJA – 234372 01 31 00 - 3

1. CO will not respond to RFIs submitted by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor must state impact in the RFI.

8. Contractor's signature.

9. Requested date for response.

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, physical characteristics, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Form: Use the NPS RFI Form.

D. Contracting Officer’s Action: CO will review each RFI, determine action required, and respond. CO will determine the critical nature of each RFI and issue a response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of government’s actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. CO's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

3. CO's action on RFIs may result in the need for a change to the Contract Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

MOJA – 234372 01 31 00 - 4

1.5 PROJECT WEB SITE (NOT USED)

1.6 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following as a minimum:

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

8. Payments to Contractor.

9. Payroll reports.

10. Contract time.

11. Liquidated damages.

12. Contractor Performance Evaluation.

13. Display of Hotline posters.

14. Notice to proceed.

15. Correspondence procedures.

16. Acceptance/rejection of work.

17. Progress meetings.

18. Submittal procedures.

19. Environmental requirements.

20. As-constructed drawings/operation and maintenance (O&M) manuals.

21. Saturday, Sunday, holiday and night work.

22. Reference materials.

23. Value engineering.

B. Progress Meetings: The Contracting Officer will schedule weekly meetings with the

Contractor.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities must be represented at these meetings.

All participants at the meeting must be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. The meeting agenda will include the following:

a. Approval of minutes of previous meetings.

b. Submittal status.

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

MOJA – 234372 01 31 00 - 5

e. Modifications.

f. Work in progress and projected.

g. Status of required inspections (Special Inspections, Accessibility, etc.)

h. Inspections of work in progress and projected (Special inspections,

i. Construction Schedule update (provide updated 3-week-look-ahead schedule).

j. Status of Project Record Drawings and O&M manuals.

k. Other business relating to work.

C. Pre-installation Conferences: Conduct a pre-installation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, must attend the meeting. Advise CO of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related RFIs.

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Possible conflicts.

i. Compatibility requirements.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's written instructions.

m. Warranty requirements.

n. Compatibility of materials.

o. Acceptability of substrates.

p. Temporary facilities and controls.

q. Space and access limitations.

r. Regulations of authorities having jurisdiction.

s. Testing and inspecting requirements.

t. Installation procedures.

u.…