Att2_SJC_Azotea_Portal_Drop_Structures_Specs2_0001.pdf

Azotea Portal and Drop Structures Solicitation No. 140R4024_____

Table of Contents

01 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 14 10 Use of Site

01 32 10 Construction Program

01 33 00 Submittals

01 35 10 Safety Data Sheets

01 35 20 Safety and Health

01 42 10 Reference Standards

01 46 00 Quality Procedures

01 46 20 Testing Agency Services

01 51 00 Temporary Utilities

01 55 00 Vehicular Access and Parking

01 55 20 Traffic Control

01 56 10 Protection of Existing Installations

01 56 15 Protection of Existing Utilities

01 57 30 Water Pollution Control

01 60 00 Product Requirements

01 74 00 Cleaning and Waste Management

01 78 30 Project Record Documents

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming

03 20 00 Concrete Reinforcing

03 20 30 Post-Installed Adhesive Anchors

03 30 00 Cast-In-Place Concrete

03 62 22 Nonshrink Grout and Grouting Mortar for Equipment and Metalwork

03 81 10 Concrete Removal

DIVISION 05 - METALS

05 50 00 Metal Fabrications

05 51 55 Safety Ladder and Fall Protection System

DIVISION 08 - OPENINGS

08 31 15 Floor Access Door

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement

Table of Contents

01 01 10 - 2

31 03 15 Diversion and Care of Azotea Tunnel and Willow Creek During Construction

31 03 33 Removal of Water from Excavation

31 11 00 Clearing and Grubbing

31 23 02 Compacting Earth Materials

31 23 11 Earthwork for Structures and PVC Pipe

31 23 39 Disposal of Excavated Materials

31 32 32 Geotextile

31 37 00 Riprap

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 92 15 Final Grading and Seeding

DIVISION 33 – UTILITIES

33 11 16 PVC Pressure Pipe

33 12 10 Butterfly Valve

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors

51 00 20 Hydrographs

DIVISION 52 – DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Summary of Work

01 11 00 - 3

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Azotea Tunnel Portal and Drop Structures are located in Rio Arriba County, New Mexico approximately 5 miles southwest of Chama, New Mexico. To access the project sites, travel west on US Highway 64 from Chama, NM to the intersection of Azotea Tunnel

Road. Turn left onto Azotea Tunnel Road and travel south approximately 2 miles to the

Azotea Tunnel Portal and Drop Structure at Station 1423+00 at latitude 36° 51’ 03”, longitude 106° 40’ 18”. The second Drop Structure is located at Station 1565+00.00 at latitude 36° 49’ 22”, longitude 106° 39’ 37”. The third Drop Structure is located at

Station 1702+75.00 at latitude 36° 47’ 54”, longitude 106° 39’ 16”. The fourth Drop

Structure is located at Station 1831+17.00 at latitude 36° 46’ 41”, longitude 106° 38’ 05”.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Contractor shall perform the following work:

1. Diversion and Care of flows at the Azotea Portal, Azotea Creek, and Willow

Creek

2. Removal of water from excavations (dewatering for construction of the drop structure foundations.

3. Clearing and Grubbing.

4. Core drill existing reinforced concrete covered flume right wall at Station

1424+45 to 1424+50 for pipe sleeve, PVC pipe, and link seal.

5. Removal of existing reinforced concrete drop structures at the follow locations:

a. Station 1424+83.69 Azotea Portal and Drop Structure.

b. Station1565+00 at Azotea Creek drop structure.

c. Station 1702+75 at Willow Creek drop structure.

d. Station 1831+17 at Willow Creek drop structure.

6. Excavation for foundation and about structures.

7. Backfill and Compaction

8. Construct new flume drain access vault at Station 1424+45 includes dowel anchors into existing cover flume walls.

9. Construct new reinforced concrete structures at the following stations:

a. Station 1424+83.69 Azotea Portal and Drop Structure.

b. Station 1565+00 at Azotea Creek drop structure.

01 11 00 - 4

c. Station 1702+75 at Willow Creek drop structure.

d. Station 1831+17 at Willow Creek drop structure.

10. Placing 5,500 psi reinforced concrete for walls and inverts for the drop structures.

11. Remove existing Riprap at the downstream of drop structures.

12. Replace existing Riprap to the lines and grades as shown of the drawings.

13. Furnishing and placing Geotextile fabric for slotted pipe gravel filter.

14. Furnishing and installing 6-inch diameter DR 51 schedule 80 PVC non-slotted pipe and 6-inch diameter DR 51 schedule 80 PVC slotted pipe drains.

15. Remove, Replace, or Install new hand railing.

16. Furnish and Install Safety Access Ladder at approximately Station 1425+15 shall be removable and lockable.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations

(FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. CFS: Cubic Feet per Second.

2. CO: Contracting Officer.

3. COR: Contracting Officer’s Representative.

4. CPM: Critical Path Method.

5. CS: Contract Specialist.

6. FAR: Federal Acquisition Regulation.

7. GPM: Gallons per Minute.

8. OGR: Onsite Government Representative.

9. PDM: Precedence Diagramming Method.

01 11 00 - 5

10. PSI: Pounds per Square Inch.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

01 11 00 - 6

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Use of Site

01 14 10 - 7

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for Equipment and

Vehicles to Prevent the Spread of Invasive Species

(Technical memorandum No. 86-68220-07-05)

2012 Edition

Available online at:

http://www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land.

a. Show use location and extent of impact. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) Areas for processing, storing, and disposing of waste materials from construction operations.

5) Temporary fences.

b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to jobsite, which are not to be removed and which do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

http://www.usbr.gov/mussels/prevention

01 14 10 - 8

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Government land as shown on drawings or describe land may be used for required construction facilities.

B. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

C. Location, construction, operation, maintenance, and removal of construction facilities on

Government land will be subject to approval of COR.

D. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land.

E. Areas on Government land which will be obliterated by permanent construction or inundated by reservoir may be used where use of such land will be discontinued and construction facilities, materials, equipment, and rubbish and waste materials will be removed to avoid interference with work in such areas or with filling of reservoir.

F. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by COR.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in Cleaning Manual.

01 14 10 - 9

3. COR will inspect construction equipment following procedures described in

Cleaning Manual before allowing equipment onsite.

3.02 RESTORATION

A. Restore Contractor use areas to pre-construction condition.

B. Restore temporary construction roads to original contours and make impassable to vehicular traffic when no longer required.

C. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

01 14 10 - 10

Construction Program

01 32 20 - 11

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Baseline Schedule: Include in lump sum price offered in the Prices

Schedule for Mobilization and Preparatory Work.

2. Updating and Using Construction Program: Include as part of Contractor’s overhead.

1.02 DEFINITIONS

A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical workdays with calendar days. Project calendars serve as the basis for day/date conversion and assign workdays and non-workdays.

C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual,

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

1. Furnish database files in format compatible with the following software:

a. Microsoft Project file (.mpp).

2. Furnish schedule and analysis data on CD-ROM disc, thumb drive, or by email.

3. Upon request, provide information and data used to develop and maintain the

Construction Program to the CO.

B. RSN 01 32 10-1, Representative Information:

01 32 20 - 12

1. Designation of authorized representative to develop and maintain Construction

Program. Include resume with training and experience.

C. RSN 01 32 10-2, Baseline Schedule:

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Microsoft Project file (.mpp).

d. Gantt chart (Bar chart) for project on 11 by 17-inch print(s) and in portable document format (.pdf).

e. Activity report including logic constraints consisting of predecessors, successors, and constraint dates.

f. Tabular listings of resources and resource limitations used to produce baseline schedule. Correlate resources with schedule assumptions and offered price. Resource listings may be independent of schedule database.

g. Narrative explanation of project schedule development. Include impacts of resource limitations and weather conditions on project schedule development. Include planned number of work hours per day and hours per day for subcontractors.

D. RSN 01 32 10-3, Updated Schedule:

1. Frequency: Monthly with progress payment or as agreed to by CO/COR.

2. Include:

a. Construction Program database with updated activity and milestone data.

b. Definition of project calendars if revised from baseline calendars.

c. Microsoft Project file (.mpp).

d. Gantt chart for project on 11 by 17-inch print(s) and in portable document format (.pdf).

e. Narrative report specifically stating status of project.

1) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time. When float changed from previous month’s updated schedule, explain reason for change.

2) List of Contractor-initiated changes to current schedule stating reason for action taken and unresolved issues relating to the

Construction Program. Government reserves the right to reject

Contractor-initiated changes to current schedule which negatively

01 32 20 - 13 impact Government action which was initiated on the basis of current schedule.

1.05 QUALIFICATIONS

A. Representative: Experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules.

1.06 GENERAL

A. Develop, maintain, and use Construction Program to plan, monitor, evaluate, and report accomplishment of work.

1.07 SCHEDULES

A. Prepare construction schedules using Critical Path Method outlined in AGC Manual. Use a computer software program to perform mathematical analysis of scheduling data.

1. Prepare schedule based on required sequence and interdependence of activities.

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by

Work Breakdown Structure (WBS). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

3. Activities except “Award” shall have predecessor activities and activities except

“Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR

52.211-10, Commencement, Prosecution, and Completion of Work; and relevant clauses and specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

5. Include work of subcontractors, Government interfaces, and contract milestones.

6. Adjust Construction Program/schedule for seasonal weather conditions. Provide a narrative explaining the expected weather and plan for incorporation in schedule.

Consider work influenced by high or low ambient temperatures or precipitation.

Utilize Primavera P6 calendars to depict historical weather days that impact work.

Assign weather calendars to work impacted by weather.

7. Define activities to level of detail resulting in their durations being no greater than

20 workdays.

a. Durations for administrative activities (e.g., submittals and reviews) fabrication, manufacturing, and typical level of effort activities (e.g., dewatering, storm water management) will not be subject to workday duration limitation.

01 32 20 - 14

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR. Assign

Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number

(RSN) in activity description.

9. Include separate activities for fabrication or manufacturing when work involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR

10. Include contract title, contract number, and Contractor’s name on transmittal cover sheet and each sheet of Gantt chart.

11. For each activity on Gantt chart, display activity identification number, activity description, planned or original duration, start date, finish date, total float, and calendar identification. Do not display early start and late start fields.

12. Include table of abbreviations used in the schedule, listed and defined alphabetically.

13. Use finish to start logic relationships between activities. Do not utilize start to start, finish to finish, or start to finish logic relationships. Do not use negative lead or lag times.

14. Use durations in units of whole workdays.

15. Provide best estimate of time required to complete activity considering quantity of work, work conditions, location of work, and planned resources for activity.

16. Equate durations of Government reviews and other identified actions to maximum number of calendar days specified in their respective paragraphs.

17. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates. Use unique calendar names; do not use software default calendar names. Save calendars as project calendars, not global calendars.

B. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work. Do not include actual start dates, percent completes, or actual finish dates.

C. Updated Schedule:

1. Meet monthly with COR at Government’s project office, or at a location approved by the COR, to review progress made to end date of progress payment period.

Establish dates that activities were started and completed and remaining duration for each activity started but not completed during the period.

a. Discuss and mutually agree upon changes to the schedule.

b. Out-of-sequence activities are not allowed. Revise logic to reflect change in work plan.

01 32 20 - 15

c. Finalize updated Construction Program database with mutually agreed upon changes.

2. Following receipt of executed contract modification, incorporate activity data stipulated in modification into current schedule for inclusion in next scheduled progress update. Provide appropriate logic relationships for revised activities.

3. Assign a unique project file name for each schedule update.

1.08 TIME IMPACT ANALYSIS

A. Provide time impact analysis for contract changes (e.g., change order, proposed modification, or value engineering change proposal) to support a claim or request for equitable adjustment to the contract due to delay or accelerated schedule.

B. The CO may use time impact analysis to determine if time extension or reduction to contract milestone dates is justified.

1. Time impact analysis is required for contract changes whether the Contractor’s current schedule milestone dates are the same as, earlier than, or later than, those required under the contract.

2. Changes, additions, or deletions to activities; activity durations; activity time frames; or activity predecessors and successors will not automatically determine that extension or reduction of contract time is warranted or due the Contractor.

3. Time extensions for performance will be considered only to the extent that the

Contractor’s current scheduled milestone dates exceed contract milestone dates.

C. Float is not for exclusive use by or benefit of either the Government or the Contractor.

D. Perform time impact analyses using data in most recent approved schedule update prior to change or delay event.

1. Prepare proposed revised schedule and narrative description describing and highlighting changes or delays.

2. Prepare summary comparing results of two schedule analyses: One using current schedule data from last approved updated schedule prior to event requiring analysis, and one using proposed schedule data incorporating changes or delays.

a. Show contract milestones and activities whose periods of performance have shifted as result of change which affects production and/or manufacture schedules, material orders, construction seasons, and labor and/or equipment utilization.

b. For activities directly affected by change or delay, include the current and proposed items:

1) Activity description.

01 32 20 - 16

2) Types and quantities of major pieces of equipment, principal manpower, and pacing materials (materials that affect activity start, duration, or finish).

3) Activity duration.

4) Narrative containing rationale used in developing the proposed logic relationships and activity data.

c. Data date for impacted schedule used in comparison shall be the same as approved updated schedule data date.

d. Base schedule comparisons on status of work and available float at time the CO directs or proposes change to the work, the Contractor submits a value engineering change proposal, or when a delay occurs as shown in approved updated schedule.

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Within 21 calendar days after receipt of baseline schedule:

a. CO will approve or not approve proposed baseline schedule.

b. Upon request from the CO, meet with COR for a joint review of proposed baseline schedule.

c. If schedule is not approved, revise, and resubmit within 7 calendar days following date of rejection letter.

2. Do not proceed with onsite work, except mobilization and surveying, until baseline schedule has been approved by the Government.

B. Updated schedules:

1. Submit updated Construction Program schedule monthly.

2. Submit updated schedule at least seven days prior to the submission of each invoice request for progress payment.

3. If updated schedule is not approved, revise and resubmit updated schedule within

7 calendar days following date of rejection letter.

4. The COR will schedule pre-submittal meeting with the Contractor’s representative each month to review draft updated schedule prior to the

Contractor submitting RSN 01 32 10-3, Updated Schedule.

C. Failure to include elements of the work in schedules will not release Contractor from completing required work under the contract.

D. Performance will be evaluated by the Government using approved CPM schedules.

01 32 20 - 17

1.10 FAILURE TO COMPLY

A. Failure to comply with requirements of this Section shall be grounds for determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within specified time.

B. The CO may terminate the Contractor’s right to proceed with the work, or separable part of it, in accordance with default terms of this contract.

PART 2 PRODUCTS

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PART 3 EXECUTION

01 32 20 - 18

Submittals

01 33 00 - 19

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2020 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittal Types, as listed in Table 01 33 00A - List of Submittals:

1. A - Action:

a. Government will respond as to adequacy of submittal.

b. Action submittals are considered to be “shop drawings” within terms of clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

b. Government may reject an Informational submittal when submittal does not satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational submittals are considered to be “shop drawings” within terms of clause at FAR 52.236-21, Specifications and Drawings for

Construction, except that approval by Government is not required.

01 33 00 - 20

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Reserve 3- by 3-inch space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

5. Final Drawings:

a. Computer drafted.

b. Government will supply electronic AutoCAD format template.

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

6. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

D. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

01 33 00 - 21

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

E. Manuals:

1. Copies: Bound and indexed.

2. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf on CD or DVD discs.

1) Bookmark longer files to assist in navigating file.

3. Contents:

a. Parts identification lists, lists of special tools, and accessories.

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

d. As-built drawings, photographs, and test records or reports if required by the specifications.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals

Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Submit number of sets specified in “No. of sets to be sent to:” columns in

Table 01 33 00A - List of Submittals.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

01 33 00 - 22

3. Resubmit returned submittals within 7 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than 1 RSN may be submitted under a transmittal letter, provided responsible code is same.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 7 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to extent that:

a. Approval was required under contract, and.

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR

52.242-14, Suspension of Work; however, no such delay shall be deemed to be a

“suspension order” as the term is used in that clause.} {Adjustment will be subject to terms of clause at FAR 52.242-17, Government Delay of Work.

C. Return of Submittals:

1. Action Submittals: One set of submittals required for action will be returned either approved, approved with comments, or not approved.

a. Revise and resubmit submittals not approved.

01 33 00 - 23

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

2. Informational Submittals: Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

1.07 TRANSMITTAL

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

1. ________________ Contracting Officer, Bureau of Reclamation, 555 Broadway, Blvd., N.E., Suite 100, Albuquerque, New Mexico 87102-2352

2. ________________ Contracting Officer Representative, Bureau of Reclamation, 555 Broadway, Blvd., N.E., Suite 100, Albuquerque, New Mexico 87102-2352

3. Cord Everetts, Project Manager, Bureau of Reclamation, 555 Broadway, Blvd., N.E., Suite 100, Albuquerque, New Mexico 87102-2352

B. Send original transmittal letter with appropriate number of sets to office listed in

“Responsible Code” column in Table 01 33 00A - List of Submittals.

C. Submittals required by specifications, but not listed in Table 01 33 00A - List of

Submittals:

1. Submit in accordance with this section.

PART 2 PRODUCTS

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PART 3 EXECUTION

01 33 00 - 24

Table 01 33 00A. - List of Submittals

RSN

Clause or Section

Title Submittals required Due date or delivery time Type*

Responsible code

No. of sets to be sent to: **

CO COR

A-1 Clause 52.228-15 Payment &

Performance Bonds

Within 10 days after notice of Award

A CO 1

I-1 Schedules for

Construction

Contracts (52.236-

15)

Practicable Schedule:

Blackline Prints

Within 7 days after work commences on the contract or another period of time as determined by the CO

A COR 1 1

I-2 Schedules for

Construction

Contracts (52.236-

15)

Annotated Schedule

Showing Actual

Progress:

Blackline Prints

As directed by the CO A COR 1 1

I-3 Schedules for

Construction

Contracts (52.236-

15)

Supplementary

Schedule or

Schedules:

Blackline Prints

As deemed necessary by the

CO.

A COR 0 1

I-4 Safety and Health

(WBR 1452.223-81)

Safety Program Submitted and accepted before commencing onsite work. See section 3 of

RSHS

A COR 0 1

I-5 Safety and Health

(WBR 1452.223-81)

Monthly Accident

Summary Report

First day of each month.

See paragraph 3.8 of RSHS.

I COR 0 1

01 14 10-1 Use of Site Land Use and

Landscape

Rehabilitation Plan

At least 28 days before use of Government land

A COR 0 1

01 32 10-1 Construction

Program

Representative

Information

Within 7 days after receipt of Notice of Award

I COR 0 1

01 32 10-2 Construction

Program

Baseline Schedule Within 21 days after receipt of Notice to Proceed

A COR 0 1

01 32 10-3 Construction

Program

Updated Schedule With monthly requests for progress payments.

A COR 0 1

01 35 10-1 Safety Data Sheets Complete LHM And

SDS

At least 14 days before jobsite delivery of hazardous material

I COR 0 1

01 33 00 - 25

RSN

Clause or Section

Title Submittals required Due date or delivery time Type*

Responsible code

No. of sets to be sent to: **

CO COR

01 35 10-2 Safety Data Sheets Updated LHM And

SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

I COR 0 1

01 35 20-1 Safety Program Written Safety

Program

At least 14 days before beginning of work

A COR 0 1

01 35 20-2 Job Hazard Analysis

List

Provide a list of

JHA’s that shall be submitted throughout the project.

At least 14 days before beginning of work

I COR 0 1

01 35 20-3 Monthly Accident

Summary Report

Monthly Accident

Report

At least 14 days before beginning of work

I PM 0 1

01 46 20-1 Testing Laboratory

Service

Testing Laboratory

Services Plan.

Submit 21 days prior to mobilization to work site.

A COR 0 1

01 46 20-2 Testing Laboratory

Service

Contractor quality testing results.

Submit with progress payments.

I COR 0 1

01 51 00-1 Temporary Utilities Electrical Plan At least 21 days before commencing construction activities

A COR 0 1

01 51 00-2 Temporary Utilities Construction Water for compaction and dust abatement

At least 21 days before commencing construction activities

A COR 0 1

01 55 20-1 Traffic Control Traffic Control Plan At least 21 days before affecting public traffic.

A COR 0 1

01 56 10-1 Protection of

Existing Installations

Plan for protecting existing installation

At least 21 days before commencing construction activities

I COR 0 1

01 57 30-1 Water Pollution

Control

Water Management

Plan

At least 21 days before commencing construction activities

A COR 0 1

01 74 00-1 Cleaning and Waste

Management

Waste Production and Disposal Plan

At least 30 days before starting onsite work

I COR 0 1

01 74 00-2 Cleaning and Waste

Management

Waste Production and Disposal

Records

Within 30 days of waste disposal

I COR 0 1

01 33 00 - 26

RSN

Clause or Section

Title Submittals required Due date or delivery time Type*

Responsible code

No. of sets to be sent to: **

CO COR

01 74 00-3 Cleaning and Waste

Management

Environmental

Consultant Resume

At least 30 days before beginning environmental assessment

I COR 0 1

01 78 30-1 Final As-built

Drawings

Progress As-built

Drawings

Within 14 days after construction of a particular structure or work is completed

I COR 0 1

01 78 30-2 Final Drawings All As-built

Structures Drawings

Completed

Prior to completion of all work Completed.

I COR 0 1

01 78 30-3 As built Records of

Materials

Record of materials used to complete a structure or work

Within 14 days after construction of a particular structure or work is completed

I COR 0 1

01 78 30-4 Warranties Product Warranties Submitted within 14 days of completion of work

I COR 1 1

03 20 00-1 Concrete

Reinforcing

Reinforcement

Diagrams and List.

Submit 21 days prior to manufacturing.

A COR 0 1

03 20 30-1 Post-Installed

Adhesive Anchors

Qualifications and

Certifications

Submit 21 days prior to installation

I COR 0 1

03 20 30-2 Post-Installed

Adhesive Anchors

Approval Data Submit 21 days prior to installation

I COR 0 1

03 20 30-3 Post-Installed

Adhesive Anchors

Instructions Submit 21 days prior to installation

I COR 0 1

03 30 00-1 Cast-in-Place

Concrete

Approval Data for

Mix design, Manufacturer additives, Certifications and

Test Reports

Submit 30 days prior to placement

A COR 0 1

03 30 00-2 Cast-in-Place

Concrete

Concrete Placement

Drawings

Submit 30 days prior to placement

A COR 0 1

03 30 00-3 Cast-in-Place

Concrete

Concrete Placement

Schedule

Submit 30 days prior to placement

A COR 0 1

01 33 00 - 27

RSN

Clause or Section

Title Submittals required Due date or delivery time Type*

Responsible code

No. of sets to be sent to: **

CO COR

03 30 00-4 Cast-in-Place

Concrete

NRMCR

Certification of

Production Facilities

Submit 30 days prior to placement.

A COR 0 1

03 30 00-5 Cast-in-Place

Concrete

Test Reports

Contractor Batch

Plant & Quality

Testing

Submit 30 days prior to placement.

A COR 0 1

03 62 22-1 Nonshrink Grout and Grouting Mortar for Equipment and

Metalwork

Manufacturer’s grout product Data

Submit 21 days prior to work being performed

I COR 0 1

03 81-10-1 Concrete Removal

Plan

Demolition plans including equipment, personnel, environmental controls, and disposal

Submit 30 days prior to mobilization to work site.

I COR 0 1

05 50 00-1 Metal Fabrications Shop Drawings Submit 21 days prior to manufacturing.

A COR 0 1

05 51 55-1 Safety Ladder Manufacturer’s

Product Data and

Shop Drawings for ladders and fall protection

Submit with next progress or final payment

I COR 0 1

05 51 55-2 Safety Ladder Instructions Submit 21 days prior to manufacturing.

A COR 0 1

05 51 55-3 Safety Ladder Manuals, and

Warranty documentation

Submit 21 days prior to manufacturing.

A COR 0 1

08 31 15-1 Floor Access Door Approval Data Submit 21 days prior to manufacturing.

A COR 0 1

08 31 15-2 Floor Access Door Installation

Instructions

Submit 21 days prior to installation

I COR 0 1

08 31 15-3 Floor Access Door User Manuals and

Warranty information

Submit 21 days prior to manufacturing.

I COR 0 1

31 02 10-1 Water for Dust

Abatement

Dust Abatement Plan Submit with progress payment

01 33 00 - 28

RSN

Clause or Section

Title Submittals required Due date or delivery time Type*

Responsible code

No. of sets to be sent to: **

CO COR

31 02 10-2 Water for Dust

Abatement

Submit monthly totals for water usage

Submit with progress payment

I COR 0 1

31 03 15-1 Diversion and Care of Azotea Tunnel and Willow Creek

During Construction

Water Control Plan includes methods, equipment, permits and actions

Submit 30 days prior to mobilization to work site.

I COR 0 1

31 03 33-1 Removal of Water from Excavation

Removal of water plan includes methods and SOP.

Submit 30 days prior to mobilization to work site.

I COR 0 1

31 23 02-1 Compacting Earth

Materials

Test Results, Location of Test

Results

Notify COR, 2 - days prior to testing of material

A COR 0 1

31 32 32-1 Geotextile Manufacture’s product data and certification

Submit 30 days prior to mobilization to work site.

A COR 0

COR

31 32 32-2 Geotextile Protection method Submit 30 days prior to mobilization to work site.

A COR 0 1

31 37 00-1 Riprap Plan for removal and stockpiling existing riprap

Submit 21 days prior to work being performed

I COR 0 1

31 37 00-2 Riprap Plan for provide additional riprap to grade lines

Submit 21 days prior to work being performed

A COR 0 1

32 92 15-1 Final Grade and

Seeding

Seeding Plan Submit 30 days prior to mobilization to work site.

A COR 0 1

32 92 15-2 Final Grade and

Seeding

Certifications Submit 30 days prior to mobilization to work site.

I COR 0 1

33 11 16-1 PVC pressure pipe Shop drawings, show fitted fabrication details

Submit 30 days prior to mobilization to work site.

A COR 0 1

33 11 16-2 PVC pressure pipe Pipe deflections measurements

Submit 30 days prior to mobilization to work site.

A COR 0 1

33 12 10-1 Butterfly Valve Product Data Submit 21 days prior to manufacturing or ordering

01 33 00 - 29

RSN

Clause or Section

Title Submittals required Due date or delivery time Type*

Responsible code

No. of sets to be sent to: **

CO COR

33 12 10-2 Butterfly Valve Installation Submit 21 days prior to manufacturing or ordering

I COR 0 1

33 12 10-3 Butterfly Valve User Manuals and

Warranty

Information

Submit 21 days prior to manufacturing or ordering

I COR 0 1

* Submittal Types: A - Action, I - Information

** CO indicates Contracting Officer and COR indicates Contracting Officer Representative.

01 33 00 - 30

Safety Data Sheets

01 35 10 - 31

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

1. Referred to as Material Safety Data Sheets in the clause at 52.223-3, Hazardous

Material Identifications and Material Safety Data - Alternate 1.

1.03 APPLICATION

A. For the purposes of this contract, “delivered under this contract” in paragraph (b) of the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data -

Alternate 1, includes:

1. Materials delivered to Government.

2. Materials incorporated into work.

3. Materials used by the Contractor during contract performance at the jobsite.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 10-1, Complete LHM and SDS.

C. RSN 01 35 10-2, Updated LHM and SDS:

1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material

Identification and Material Safety Data - Alternate 1.

2. In addition to requirements in Table 01 33 00A, submit copies of updated LHM and SDS to Contracting Officer at least 14 days before delivering hazardous materials to job site.

1.05 DELIVERY

A. Do not deliver hazardous materials to jobsite which are not included on original or previously updated LHM and SDS before receipt of updated LHM and SDS by COR.

Safety Data Sheets

01 35 10 - 32

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Safety and Health

01 35 20 - 33

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in the prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards including revisions posted at https://www.usbr.gov/safety/rshs/index.html

2. FIST 1-1 (2012) Hazardous Energy Control Program available at:

www.usbr.gov/power/data/fist_pub.html

B. Applicable Tribal and State Safety and Health Regulations for Construction.

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 20-1, Safety Program:

1. Written safety program in accordance with of RSHS.

2. Cover aspects of onsite and applicable off-site operations and activities associated with this contract.

3. Follow the outline in Appendix B of RSHS

4. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix B, a narrative for each applicable item in the outline.

For items in the outline that do not apply to this contract write “Not applicable to

Contract” next to the number/letter.

5. A generic company safety program is not acceptable. Safety Program must be site specific for this contract.

6. Submitted and accepted prior to commencing onsite work, including mobilization.

C. RSN 01 35 20-2, Job Hazard Analysis List:

1. Provide a list of JHA’s that shall be submitted throughout the project.

D. RSN 01 35 20-3, Monthly Accident Summary Report:

01 35 20 - 34

1. In accordance with the RSHS.

1.04 DOCUMENTATION AND RECORDS

Prepare and retain all safety plans, programs, training content, and training records that are applicable to the scope of the work and make them available to the COR unless they are already included in the written safety program. Some examples include but are not limited to:

1. Confined Space and when deemed necessary by existing and/or introduced hazards of Permit Required Confined Space through the Written Program and

Training Records.

2. Emergency Action Plans Written Program and Training Records.

3. Fall Protection Written Program and Training Records.

4. Flammable and Combustible Liquids Written Spill Control Plan.

5. General Safety and Health Provisions, Written Safety Program, and Regular

Safety Inspection Records.

6. Hazard Communication Written Program and Training Records.

7. Ladder Written Compliance Program and Training Records.

8. Lockout/Tagout: Refer to RSHS Section 15 Hazardous Energy Control Program

(HECP) Training Records.

9. Bloodborne Pathogens Exposure Control Plan, Training Records.

10. Personal Protective Equipment (PPE) Hazard Assessments and Training Records.

11. Power Operated Hand Tools Training Records.

12. Safety Training and Education Written Program and Training Records.

13. Scaffolds Training Records.

1.05 SAFETY AND HEALTH

A. Provide and maintain a work environment and procedures that:

1. Safeguard the public and Government's personnel, and Contractor employees exposed to Contractor operations and activities.

2. Avoid interruptions of site operations and delays in project completion dates.

3. Control costs in contract performance.

B. Do not begin on site work, including mobilization, until the COR accepts the Safety

Program.

C. Participate in Contractor Safety Program Review meeting prior to mobilization.

01 35 20 - 35

D. Minimum work crew shall consist of no less than two (2) people, unless approved by

COR.

E. Develop Job Hazard Analyses for each distinct phase of work under the contract.

1. Do not begin a phase of work until a JHA is acceptable to COR and shared with construction employees.

2. Activities involving hazardous materials shall have the appropriate Safety Data

Sheet(s) attached to the JHA.

F. Comply with RSHS9 CFR 1926, FAR 52.236-13.

G. Correct safety and health violations identified by the CO or the COR.

H. When the Contractor fails or refuses to correct a compliance directive, the CO may issue an order to stop all or part of the work.

1. When satisfactory corrective action is taken, an order to resume work will be issued.

2. The Contractor shall not be entitled to extension of time or to claim for damage or to additional compensation by reason of either the directive or stop order.

3. Failure of the CO to order discontinuance of the Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property.

I. Maintain accurate record of and report to the CO and COR the following occurrences during performance of this contract:

1. Death.

2. Occupational disease.

3. Traumatic injury to employees or the public.

4. Property damage in excess of $2,500.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 35 20 - 36

Reference Standards

01 42 10 - 37

SECTION 01 42 10

REFERENCE STANDARDS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Referenced editions of standard specifications, codes, and manuals form a part of this specification to the extent referenced.

B. These specifications take precedence when conflicting requirements occur between specifications and referenced standard.

1.03 JOBSITE REFERENCE STANDARDS

A. Maintain at fabrication site, access to referenced standard specifications, codes, and manuals required for work in progress at fabrication site. Make available for use by the

Government.

1.04 AVAILABILITY

A. Code of Federal Regulations (CFR):

1. Available online, authorized by the National Archives and Records

Administration (NARA) and the Government Printing Office (GPO), at http://www.gpo.gov/fdsys/search/home.action

B. Federal Specifications, Standards, and Commercial Item Descriptions; and Military

Specifications:

1. Copies of Federal Specifications, Standards, and Commercial Item Descriptions may be obtained from GSA Federal Supply Service, see the provision at FAR

52.211-1, Availability of Specifications Listed in the GSA Index of Federal

Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29.

2. Copies of Military Specifications may be obtained from Department of Defense, see the provision at FAR 52.211-2, Availability of Specifications, Standards, and

Data Item Descriptions Listed in the Acquisition Streamlining and

Standardization Information System (ASSIST).

C. Bureau of Reclamation Documents:

1. Reclamation Safety and Health Standards (RSHS) may be downloaded at https://www.usbr.gov/safety/rshs/index.html.

http://www.gpo.gov/fdsys/search/home.action

01 42 10 - 38

a. Hard copies of RSHS, stock number 024-003-00204-6, may be purchased from The Superintendent of Documents at the U.S. Government Printing

Office (GPO), phone number 202-512-1800. Hard copies of RSHS are subject to revisions posted on the site shown above.

1) GPO online bookstore:

http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=

024-003-00204-6.

2. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available from the National

Technical Information Service (NTIS). Information regarding availability and pricing may be obtained by contacting NTIS at the following address:

United States Department of Commerce

National Technical Information Service

5285 Port Royal Road

Springfield, VA 22161

Telephone: 703-487-4650 or 1-800-553-6847

D. Industrial and Governmental Documents:

1. When a reference has a joint designation (e.g. ANSI/IEEE) these specifications generally cite the proponent organization (e.g. IEEE).

2. Addresses for obtaining industrial and governmental (other than Federal and

Bureau of Reclamation specifications and standards) specifications, standards, and codes are listed in Table 01 42 10A - Addresses for Specifications, Standards, and Codes.

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

AASHTO

American Association of State Highway and

Transportation Officials

444 North Capitol Street, NW., Suite 249

Washington, DC 20001 www.aashto.org

202-624-5800

800-231-3475

ACI

American Concrete Institute

38800 Country Club Dr.

Farmington Hills, MI 48331-3439 https://www.concrete.org/home.aspx”

248-848-3700

AGC

Associated General Contractors of America

333 John Carlyle Street, Suite 200

Alexandria, VA 22314 www.agc.org

703-548-3118 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://www.aashto.org/ https://www.concrete.org/home.aspx http://www.agc.org/

01 42 10 - 39

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

AISC

American Institute of Steel Construction

One East Wacker Drive, Suite 3100

Chicago, IL 60601-2001 www.aisc.org

312-670-2400

ANSI

American National Standards Institute

1819 L. Street, NW.

Washington, DC 20036 www.ansi.org

202-293-8020

APA/EWA

APA-The Engineered Wood Association

P.O. Box 11700

Tacoma, WA 98411-0700 www.apawood.org

253-565-6600

ASME

American Society of Mechanical Engineers

3 Park Avenue

New York, NY 10016-5990 www.asme.org

800-843-2763

ASTM

ASTM International

P.O. Box C700

100 Barr Harbor Drive

West Conshohocken, PA 19428-2959 www.astm.org

610-832-9585

AWS

American Welding Society

550 NW LeJeune Road

Miami, FL 33126 www.amweld.org

800-443-9353

305-443-9353

ICRI

International Concrete Repair Institute

1000 Westgate Drive, Suite 252

St. Paul, Minnesota 55114 http://www.icri.org/

651-366-6095

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

http://www.aisc.org/ http://www.ansi.org/ http://www.apawood.org/ http://www.asme.org/ http://www.astm.org/ http://www.amweld.org/ http://www.icri.org/

01 42 10 - 40

Quality Procedures

01 46 00…