Section_C_Div_01_-_Div_51.docx
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- Pasture Canyon Dam Construction Federal contract opportunity
- Solicitation number
- A15PS00794
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Section C Div 01 - Div 51
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Pasture Canyon Dam Modifications
Bureau of Indian Affairs Hopi Indian Reservation - Arizona
DESIGNER
U.S. Department of the Interior FINAL SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado FEBRUARY 2015
DESCRIPTION / SPECIFICATIONS
TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
| 01 10 00 | Mobilization and Preparatory Work |
| 01 11 00 | Summary of Work |
| 01 14 10 | Use of Site |
| 01 29 00 | The HOPI Tribe Business License Application - Construction Projects |
| 01 29 10 | The HOPI Tribe Employment Rights |
| 01 29 20 | The HOPI Tribe -Environmental Protection Office - Environmental Protection |
Plan
| 01 32 10 | Construction Program |
| 01 33 00 | Submittals |
| 01 35 10 | Safety Data Sheets |
| 01 35 20 | Safety and Health |
| 01 35 22 | First Aid |
| 01 35 30 | Contractor’s Onsite Safety Personnel |
| 01 42 10 | Reference Standards |
| 01 46 00 | Quality Procedures |
| 01 46 20 | Testing Laboratory 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 56 20 | Existing Fences |
| 01 56 32 | Temporary Safety Fence |
| 01 57 20 | Environmental Controls |
| 01 57 30 | Water Pollution Control |
| 01 57 50 | Tree and Plant Protection |
| 01 57 60 | Protected Species |
| 01 57 90 | Preservation of Historical and Archeological Data |
| 01 60 00 | Product Requirements |
| 01 71 20 | Surveying |
| 01 74 00 | Cleaning and Waste Management |
| 01 78 30 | Project Record Documents |
DIVISION 02 - EXISTING CONDITIONS
| 02 21 30 | Benchmarks |
| 02 41 07 | Removal and Disposal of Existing Features |
| 02 82 20 | Removal and Disposal of Asbestos Containing Materials |
Table of Contents 00 0110 - 1
DIVISION 03 - CONCRETE
| 03 11 10 | Concrete Forming |
| 03 15 12 | PVC Waterstop |
| 03 15 17 | Hydrophilic Strip Waterstop |
| 03 20 00 | Concrete Reinforcement |
| 03 30 00 | Cast-In-Place Concrete |
| 03 37 52 | Slush Grout |
| 03 37 55 | Dental Concrete |
| 03 62 20 | Nonshrink Grout for Equipment and Metalwork |
DIVISION 05 - METALS
05 50 00 Metal Fabrications
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 92 00 Joint Sealants
DIVISION 08 - OPENINGS
08 31 20 Access Hatches
DIVISION 09 - FINISHES
| 09 96 20 | Coatings |
| 09 96 23 | Graffiti Resistant Coatings for Concrete and Masonry |
DIVISION 26 - ELECTRICAL
| 26 05 02 | Basic Electrical Materials and Methods |
| 26 05 10 | Conductors and Cables |
| 26 05 20 | Grounding and Bonding |
| 26 05 30 | Electrical Conduit |
| 26 35 23 | Manual Transfer Switch-Generator Power Inlet |
DIVISION 31 - EARTHWORK
| 31 02 10 | Water for Dust Abatement |
| 31 03 10 | Diversion and Care of Flows During Construction |
| 31 03 23 | Cofferdam |
| 31 03 33 | Removal of Water from Excavation |
| 31 11 00 | Clearing and Grubbing |
| 31 14 10 | Stripping |
| 31 23 02 | Compacting Earth Materials |
00 0110 - 2
| 31 23 11 | Earthwork for Structures |
| 31 23 18 | Excavation of Reservoir Sediments |
| 31 23 21 | Excavation of Existing Embankment and Spillway |
| 31 23 23 | Excavation from Borrow |
| 31 23 39 | Disposal of Excavated Materials |
| 31 23 70 | Controlled Low Strength Material (CLSM) |
| 31 24 10 | Embankment Construction, General |
| 31 24 11 | Zone 1, Embankment |
| 31 24 12 | Zone 2, Fine Filter |
| 31 24 13 | Zone 3, Coarse Filter |
| 31 24 14 | Zone 4, Crest and Downstream Face Protection |
| 31 25 10 | Erosion Control |
| 31 32 32 | Geotextile |
| 31 37 00 | Riprap and Bedding |
DIVISION 33 - UTILITIES
33 11 13 HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe 33 46 36 Toe Drains
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
| 35 21 10 | Trashracks |
| 35 21 82 | Steel Pipe |
| 35 22 15 | Cast-Iron Hydraulic Slide Gate |
| 35 23 12 | Valves and Equipment |
DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS
| 51 00 00 | Information Available to Offerors |
| 51 00 10 | Flood Routing and Hydraulic Issue Evaluation |
| 51 00 20 | Reservoir Level Data |
| 5102 82 | Analytic Test Results |
DIVISION 52 - DRAWINGS
5200 00 Drawings
DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS
| 5310 00 | Geologic Investigation |
| 53 10 15 | Cone Penetrometer Tests |
| 53 20 00 | Records of Geologic and Subsurface Investigations |
00 0110 - 3
END OF CONTENTS
00 0110 - 4
SECTION 01 10 00
MOBILIZATION AND PREPARATORY WORK
| PART 1 | GENERAL |
| 1.01 | MEASUREMENT AND PAYMENT |
| A. | Mobilization and Preparatory Work: |
| 1. | Payment: Lump sum price offered in schedule A. |
| a. | General. Payment for the Mobilization and Preparatory Work line item of the |
schedule will be made as reflected herein. To the extent that this line item exceeds 5.0 percent of the total contract pricing, payment will be made as reflected in B.5.
| B. | Progress payments for mobilization and preparatory work will be made as follows: |
| 1. | The Government will reimburse the Contractor for the total amount of premiums |
paid for performance and payment bonds as required by the Performance and Payment Bond Requirements clause of this contract and for any insurance required as payable by the Government under this contract.
2. Except as provided in B.1, progress payments for mobilization and preparatory work shall not be considered a separate division of work for the purposes of progress payments and shall be subject to retainage before payment of the total amount for this contract line item.
3. When progress payments totaling 5 percent of the total original contract amount have been made by the Government for all other work accomplished under the contract, the Government shall pay the Contractor 50 percent of the mobilization and preparatory work contract line item amount or 5.5 percent of the total original contract amount, (whichever is lower), exclusive of any payment already made to the Contractor for performance and payment bond premiums and specified insurance under B.1.
4. When progress payments totaling 10 percent of the total original contract amount have been made by the Government for all other work accomplished under the contract and upon approval of the baseline schedule, the balance of the amount for the mobilization and preparatory work contract line item or 11 percent of the total original contract amount, (whichever is lower), shall be paid to the Contractor.
5. If the contract amount for mobilization and preparatory work exceeds the total of the payments allowed under B.3 and B.4 above, the balance shall be paid when the contract work is substantially complete as determined by the Contracting Officer.
Mobilization and Preparatory Work 01 1000 - 1
C. Termination for default: Should the Contractor be terminated for default as provided by the Default clause of this contract:
1. All facilities, plant, and equipment on the site shall be subject to the Government's right to take possession of and utilize such items for the purpose of completing the work;
2. The Contractor shall provide evidence of encumbrances, liens, or other security interests, to the Contracting Officer; and
3. Any encumbrance, lien, or other security interest on such facilities, plant, or equipment shall be subordinated to the Government's rights under the Default clause of this contract to utilize all facilities, plant, and equipment to complete the work under the contract.
| PART 2 | PRODUCTS |
| 2.01 | MOBILIZATION AND PREPARATORY WORK OPERATIONS |
| A. | The Contractor shall provide operations including, but not limited to, those necessary for: |
| 1. | Movement of personnel, equipment, supplies, and incidentals to the project site; |
| 2. | The establishment of offices, buildings, plants and other facilities, at the site, |
(excludes temporary buildings - e.g. storage sheds, shops, offices) and utilities listed in the Temporary Utilities section of this contract;
| 3. | Payment of premiums for project bonds and insurance and; |
| 4. | Other work and operations to be performed or incidental costs incurred for the |
initiation of meaningful work at the site where the contract does not otherwise provide for payment.
| 5. | Approved RSN 01 32 10-1, Baseline Schedule. |
| B. | Facilities and equipment covered by mobilization work: |
| 1. | Facilities, plant, and equipment which are established at, or brought to, the site shall |
be deemed to be subject to the provisions of this paragraph unless the Contracting Officer specifically provides other written authorization for a particular item or items.
2. The Contractor shall be solely responsible for the adequacy, efficiency, use, protection, maintenance, repair, and preservation of facilities, plant, and equipment on site.
3. Facilities, plant, and equipment covered by this paragraph shall not be dismantled or removed from the site prior to completion of the work under the contract without written authorization of the Contracting Officer.
01 1000 - 2
PART 3 EXECUTION
Not Used.
END OF SECTION
01 1000 - 3
SECTION 01 11 00
SUMMARY OF WORK
| PART 1 | GENERAL |
| 1.1 | LOCATION |
| A. | Work is located at Pasture Canyon Dam approximately 1.5 miles NE of Tuba City, in |
Coconino County, Arizona.
| 1.2 | PRINCIPAL COMPONENTS OF WORK |
| A. | Excavation of existing spillway, outlet works, and downstream slope of embankment. |
| B. | Construction of concrete overtopping protection at current spillway location. |
| C. | Removal and disposal of existing outlet works structures. |
| D. | Removal and disposal of existing siphon. |
| E. | Foundation improvement beneath new outlet works structures. |
| F. | Construction of new outlet works structures. |
| G. | Furnishment and installation of Zone 2 fine filter material, Zone 3 coarse filter material |
along downstream slope of embankment. Cover filter with Zone 1 embankment.
H. Furnishment and installation of toe drain pipe surrounded by Zone 2 fine filter and Zone 3 coarse filter at downstream toe of embankment, and Zone 2 fine filter material in trench below new toe drain. Cover toe drain with Zone 1 embankment.
I. Replacement of low-voltage electrical distribution equipment associated with the outlet works slide gate hydraulic power unit and gate controls, (HPU), including combination starters, conduit system, grounding system, conductors and cables, and associated electrical equipment.
| J. | Excavation of reservoir sediment may be awarded. |
| 1.3 | SPECIFICATIONS REQUIREMENTS |
| A. | Requirements in Division 1, General Requirements, apply to Divisions 2 through 53. |
| B. | Imperative statements in these specifications are Contractor requirements, unless |
otherwise stated.
Summary of Work 01 1100 - 1
C. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.
| 1.4 | DEFINITIONS |
| A. | When the specifications use a word or term defined in the Federal Acquisition |
Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time the solicitation was issued.
| 1.5 | ACRONYMS |
| A. | The following acronyms apply to specifications Divisions 1 through 53: |
| 1. | CO: Contracting Officer. |
| 2. | COR: Contracting Officer’s Representative. |
PART 2 PRODUCTS
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PART 3 EXECUTION
Not Used
Summary of Work 01 1100 - 2
SECTION 01 14 10
USE OF SITE
| PART 1 | GENERAL | |
| 1.1 | MEASUREMENT AND PAYMENT | |
| A. | Cost: | |
| 1. | Include in prices offered in price schedules A for other items of work. | |
| 1.2 | REFERENCE STANDARDS | |
| A. | Bureau of Reclamation (USBR) | |
| 1. | Cleaning Manual | 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
| 1.3 | 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 Tribal 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) | First-aid and medical facilities. |
| 5) | Temporary fences. |
| b. | Describe methods to preserve, protect, and repair if damaged, vegetation, |
(such as trees, shrubs, and grass), and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not
Use of Site 01 1410 - 1 interfere with the work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.
c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near the jobsite.
d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.
e. Describe methods for preventing spread of invasive species in the project area during construction.
1) Herbicides, application techniques, and applicator will be approved by the Hopi Environmental Protection Office.
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.
| 1.4 | PROJECT CONDITIONS |
| A. | Tribal land, as shown on drawings, 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 Tribal land will be subject to approval of the COR.
D. Do not interfere with work of other contractors or the Tribe in vicinity, or with reservations made by the Tribe for use of such land.
E. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by the COR.
| PART 2 | PRODUCTS |
| 2.01 | COR FIELD OFFICE |
| A. | Provide temporary field office: |
| 1. | Weather tight with lighting, electrical outlets, heating and cooling equipment. |
| 2. | No less than 120 square feet of clear floor space. |
| a. | Include locking closet or storage. |
| 3. | Heating and Cooling: |
| a. | Minimum temperature: 65 degrees Fahrenheit. |
| b. | Maximum temperature: 75 degrees Fahrenheit. |
01 1410 - 2
4. Power: Provide electrical power for lighting, computer operation, fax machine, refrigerator, water cooler, and at least 3 additional duplex outlets.
| 5. | Furnishings: |
| a. | One plan table sized for full size drawings. |
| b. | One, two-drawer filing cabinet. |
| c. | No less than 6 chairs. |
| 6. | Approval required by COR prior to ordering. |
| PART 3 | EXECUTION |
| 3.1 | 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.
3. COR will inspect construction equipment following procedures described in USBR Cleaning Manual before allowing the equipment onsite.
4. Contractor to obtain approval from COR on removal and prevention plans for possible invasive species within the project area.
| 3.2 | 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 Tribal 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 1410 - 3
SECTION 01 29 00
THE HOPI TRIBE BUSINESS LICENSE APPLICATION
CONSTRUCTION PROJECTS
| PART 1 | GENERAL |
| 1.1 | MEASUREMENT AND PAYMENT |
| A. | Cost: |
| 1. | Include in prices offered in price schedule A for other items of work. |
| 1.2 | SUBMITTALS |
| A. | Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. | RSN 01 29 00-1, Copy of Prime Contractors Hopi Business License for Construction |
Projects.
C. RSN 01 29 00-2, Copy of All Subcontractors Hopi Business License for Construction Projects.
| 1.3 | CONTRACTOR RESPONSIBILITY |
| A. | The Contractor shall be responsible for complying with The Hopi Tribe’s procedure for |
obtaining a business license including payment of applicable fees and compliance with applicable Hopi Tribal Employment Rights and Hopi Environmental Protection requirements for the license.
1. Obtain current information regarding applicable fees and contacts from the Hopi Tribe Office of Revenue Commission, P.O. Box 123, Kykotsmovi, AZ 86039, or by telephone: 928-734-3172.
B. The Contractor shall ensure that each Subcontractor obtains appropriate business license in connection with the work.
C. Hopi Tribe Business License applies to work being performed within the boundaries of the Hopi Reservation.
| 1.4 | FEE |
| A. | The Hopi Tribe Business License Fee for Construction Projects is based on contract |
amount for Prime and Subs. The following table lists the fees as of January 1, 2015.
The Hopi Tribe Business License Application - Construction Projects 01 2900 - 1
| Contract Amount | Fee | |
| Less than $99,999.00 | $200.00 | |
| $100,000.00 | - $399,999.00 | $300.00 |
| $400,000.00 | - $649,999.00 | $400.00 |
| $650,000.00 and higher | $500.00 |
PART 2 PRODUCTS
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PART 3 EXECUTION
The Hopi Tribe Business License Application - Construction Projects 01 2900 - 2
SECTION 01 29 10
THE HOPI TRIBE EMPLOYMENT RIGHTS
| PART 1 | GENERAL |
| 1.1 | MEASUREMENT AND PAYMENT |
| A. | Hopi Tribe Employment Rights; (TERO): |
| 1. | Payment: Lump sum price offered in price schedule A, B, C, D, and E. |
| a. | Payment for The Hopi Tribe Employment Rights fees will be made at |
appropriate percentage of total contract amount shown below.
b. Price shall include only the amount to be paid to the Hopi Tribe for the fee and shall be due prior to commencement of work.
| 1.2 | SUBMITTALS |
| A. | Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. | RSN 01 29 10-1, Proof of Payment for Tribal Employment Rights Fees to the Hopi Tribe |
Prior to Commencement of Work.
| C. | RSN 01 29 10-2, Prime Contractor - Tribal Employment Rights Compliance Plan. |
| D. | RSN 01 29 10-3, Subcontractor - Tribal Employment Rights Compliance Plan. |
| 1.3 | CONTRACTOR COMPLIANCE AND RESPONSIBILITY |
| A. | In addition to the requirements of the clauses entitled “Indian Preference - Department of |
the Interior” and “Indian Preference Program - Department of the Interior,” the Contractor shall comply with the Hopi Labor Code.
B. As part of the business licensing process the Contractor is required to submit a compliance plan to the Hopi Tribal Employments Rights Office indicating arrangements to fulfill the requirements of the Hopi Labor Code.
1. Contractor shall be responsible for contacting the Office of Revenue Commission and complying with Hopi Environmental Protection requirements to obtain the license.
2. Contractor shall ensure that each Subcontractor provides an acceptable compliance plan to the Tribe in connection with the work.
3. Contractor shall obtain current information regarding the Hopi Labor Code and licensing contacts from the Hopi Tribal Employment Rights Office, P.O. Box 123, Kykotsmovi, AZ 86039, or by telephone: 928-734-3162.
The Hopi Tribe Employment Rights 01 2910 - 1
C. Contractor shall also be responsible for paying, to the appropriate authorities, all applicable Tribal Employment Rights Ordinance (TERO) fees and taxes.
1. As of January 1, 2015, the employment rights fee was 1/2 of 1 percent, (0.5 percent) of the total contract price, (excluding amounts bid for tribal fees or employment fees).
a. This fee is separate from and in addition to the fees required for The Hopi Tribe Business License Fee for Construction Projects discussed in Section 01 29 00 - The Hopi Tribe Business License Application - Construction Projects.
b. Copies of the Hopi Labor Code and other information on current fees which are applicable to this contract can be obtained from the Hopi Tribal Employment Rights Office, P.O. Box 123, Kykotsmovi, AZ 86039, or by telephone: 928-734-3162.
PART 2 PRODUCTS
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PART 3 EXECUTION
The Hopi Tribe Employment Rights 01 2910 - 2
SECTION 01 29 20
THE HOPI TRIBE ENVIRONMENTAL PROTECTION OFFICE -
ENVIRONMENTAL PROTECTION PLAN
| PART 1 | GENERAL |
| 1.1 | MEASUREMENT AND PAYMENT |
| A. | Cost: |
| 1. | Include in prices offered in price schedule A for other items of work. |
| 1.2 | SUBMITTALS |
| A. | Submit the following in accordance with Section 01 33 00 - Submittals. |
| B. | RSN 01 29 20-1, Environmental Protection Plan for Approval. |
| C. | RSN 01 29 20-2, Amended Environmental Protection Plan for Approval. |
| 1.3 | CONTRACTOR RESPONSIBILITY |
| A. | Contractor shall develop and submit an Environmental Protection Plan (EPP) to the Hopi |
Tribe’s Environmental Protection Office as a condition of obtaining a business license.
B. Contractor shall ensure that each Subcontractor obtains appropriate business license and amends the EPP as necessary in connection with the work.
C. The requirement for a Hopi Tribe Business License process and EPP applies to work being performed within the boundaries of the Hopi Reservation.
D. The Contractor shall obtain current information the Hopi Tribe Environmental Protection Office, P.O. Box 123, Kykotsmovi, AZ 86039, or by telephone: 928-734-3632.
E. The Contractor may obtain a copy of the Environmental Assessment (EA) for the project from Reclamation.
PART 2 PRODUCTS
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PART 3 EXECUTION
The Hopi Tribe Environmental Protection Office - Environmental Protection Plan 01 2920 - 1
The Hopi Tribe Environmental Protection Office - Environmental Protection Plan 01 2920 - 2
SECTION 01 32 10
CONSTRUCTION PROGRAM
| PART 1 | GENERAL |
| 1.1 | MEASUREMENT AND PAYMENT |
| A. | Costs: |
| 1. | Developing Baseline Schedule: Include in lump sum price offered in price |
schedule A for mobilization and preparatory work.
2. Updating and Using Construction Program: Include as an element of Contractor’s overhead.
| 1.2 | REFERENCE STANDARDS | |
| A. | Associated General Contractors of America (AGC) | |
| 1. | AGC Manual | Construction Planning and Scheduling |
Manual, 2004
| 1.3 | 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: Cross reference of numerical work days with calendar days. The project calendar serves as the basis for the day/date conversion and assigns work days and non-workdays.
C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.
D. Out of Sequence Work: An activity that starts before its predecessor activities are completed.
| 1.4 | SUBMITTALS |
| A. | Submit the following in accordance with Section 01 33 00 - Submittals. |
| 1. | Furnish database files in format compatible with Microsoft Project or Primavera |
P6 Project Manager.
2. Furnish schedule and database files on CD-ROM disc.
Construction Program 01 3210 - 1
3. Upon request, provide information and data used to develop and maintain the Construction Program to the CO.
| B. | RSN 01 32 10-1, Baseline Schedule: |
| 1. | Include: |
| a. | Bar chart for project or bar charts for each sub network. |
| b. | Construction Program database with activity and milestone data. |
| c. | Definition of workday calendars. |
| C. | RSN 01 32 10-2, Updated Schedule: |
| 1. | Include: |
| a. | Bar chart for project or bar charts for each sub network. |
| b. | Construction Program database with updated activity and milestone data. |
| c. | Definition of workday calendars. |
| d. | Narrative report specifically stating status of project in terms of total float. |
| 1) | If negative float exists, cite specific actions and conditions which |
caused the "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time.
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 impact Government action which was initiated on the basis of current schedule.
| 1.5 | SCHEDULES AND TIME IMPACT ANALYSIS |
| A. | Develop, maintain, and use approved Construction Program to plan, monitor, and |
evaluate, and report accomplishment of work.
B. Failure to include any element of the work will not release Contractor from completing all required work under the contract.
| C. | Construction Program: |
| 1. | Prepare detailed activity network for accomplishing required work. |
| 2. | Prepare schedule based on required sequence and interdependence of activities. |
| 3. | Include work of subcontractors, Government interfaces, and contract milestones. |
| 4. | Include contract title, contract number, and Contractors’ name on each sheet. |
01 3210 - 2
5. Define construction activities to a level of detail resulting in their durations being no greater than 25 workdays.
| 6. | Adjust Construction Program for seasonal weather conditions. |
| 7. | Use durations in units of whole workdays. |
| D. | 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.
| 2. | Include planned start and completion dates for features of work. |
| E. | Updated Schedule: |
| 1. | Enter actual progress. |
| F. | If, in the opinion of the CO, the Contractor falls behind the approved schedule, |
Contractor shall take steps necessary to improve progress, including those that may be required by the CO.
1. The CO may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting officer deems necessary to demonstrate how the approved rate of progress will be regained.
2. Costs for actions required to improve progress will be the responsibility of the Contractor.
| G. | Contract Modification or Delay: |
| 1. | Submit a time impact evaluation within 14 days of contract modification or delay, |
showing effects of modification or delay on the progress schedule if a time extension is being requested.
2. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed the contract milestone dates.
H. Float or slack is not for the exclusive use by or benefit of either the Government or Contractor.
| 1.6 | FAILURE TO COMPLY |
| A. | Failure to comply with the requirements of this Section shall be grounds for a |
determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the specified time.
01 3210 - 3
B. 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 3210 - 4
SECTION 01 33 00
SUBMITTALS
| PART 1 | GENERAL |
| 1.1 | MEASUREMENT AND PAYMENT |
| A. | Cost: |
| 1. | Include in prices offered in price schedules A, B, C, D, and E for other items of |
work.
| 1.2 | REFERENCE STANDARDS | |
| A. | American Society of Mechanical Engineers (ASME) | |
| 1. | ASME Y14.1-12 | Decimal-inch Drawing Sheet Size and |
Format
| B. | National Institute of Building Sciences (NIBS) | |
| 1. | NIBS NCS-11 | United States National CAD Standards, |
Version 5
| 1.3 | 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 these submittals. |
| b. | Government may reject an Informational submittal when the submittal |
does not comply with the contract. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.
Submittals 01 3300 - 1
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.
| 1.4 | 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. | Contractors’ or suppliers’ 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. | Final Drawings: |
| a. | Computer drafted drawings: |
| 1) | In accordance with NIBS NCS. |
| 2) | Government will supply electronic AutoCAD format template. |
| b. | Show as-built changes, including revision dates, made during installation. |
| c. | Drawing prepared with drafting equipment, when allowed: Lettering shall |
be neat.
| D. | Product Data: |
| 1. | 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.
01 3300 - 2
| E. | Certifications: |
| 1. | Certifications by a registered professional: Signed and sealed by registered |
professional.
2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.
| F. | Manuals: |
| 1. | 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. |
| 2. | 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.
| G. | Samples and Color Selection Submittals: |
| 1. | Label with complete manufacturer's product and color identification. |
| 2. | Include type and quantity of materials specified in the referenced section in each |
“set” of samples.
| 3. | Samples: Representative of product to be installed. |
| 4. | Color chips: Sample paint chips. Ink color reproductions are not acceptable. |
| 5. | Label each sample, sample kit, set of color chips, or color chart with contract |
number and title.
| 6. | The Government will select architectural color and pattern after product approval. |
| H. | Test Reports: |
| 1. | Typed, 8 1/2 by 11-inch sheets. |
| 2. | Certified. |
| 3. | Submit multi-page reports in bound folder or three ring binders. |
01 3300 - 3
| 1.5 | 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. |
| 3. | Resubmit returned submittals within 28 days after receiving the comments, unless |
otherwise directed.
| 4. | Requirements for initial submittals apply to resubmittals. |
| F. | More than one RSN may be submitted under a transmittal letter, provided the responsible |
code is the same.
| 1.6 | REVIEW OF SUBMITTALS |
| A. | Time Required: |
| 1. | Submittal review will require 28 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.
01 3300 - 4
| 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 the extent that excess review time caused delay to the contract completion date.
b. The time extension will not exceed the time used in excess of the specified number of days for review of submittals or resubmittals.
c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending the contract completion date.
2. No time extension will be allowed if Contractor fails to make complete approval submittals in sequence and within time periods specified.
| 3. | Adjustment for delay will be made only to the extent that: |
| a. | Approval was required under the 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.
| C. | Return of Submittals: |
| 1. | Action Submittals: One set of submittals required for approval will be returned |
either approved, approved subject to identified changes, or not approved.
| a. | Revise and resubmit for approval submittals not approved. |
| b. | Do not change designs without approval of the CO after approval |
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 comply with specifications.
b. Informational submittals that do not comply with specifications may be returned for resubmittal or additional information may be requested.
01 3300 - 5
| 1.7 | TRANSMITTAL |
| A. | Addresses for codes listed in Table 01 33 00A - List of Submittals: |
| 1. | CO: Bureau of Indian Affairs, Western Region Office, Contracting Officer - |
Pasture Canyon Dam Modification, 2600 N. Central Avenue, Phoenix, AZ 85004.
*The Contractor shall provide the Contracting Officer a copy of all correspondence and related documents, pertaining to this contract that is addressed to a representative of the Government. This does not pertain to the Submittal Requirements as they are outlined herein.
2. COR: Bureau of Indian Affairs, Western Region Office, Contracting Officer Representative - Pasture Canyon Dam Modification, 2600 N. Central Avenue, Phoenix, AZ 85004.
B. Send original transmittal letter with appropriate number of sets to COR at office listed, as shown in “Responsible Code” column in Table 01 33 00A - List of Submittals.
C. Submittals required by the specifications, but not listed in Table 01 33 00A - List of Submittals:
| 1. | Submit in accordance with this section. |
| 2. | Submit to COR, unless otherwise specified. |
| D. | Electronic Submittals: |
| 1. | An internet based electronic submittal and review system will be available for this |
project. The use of this system will be organized by the Government at no cost to the Contractor and will be the preferred method for receiving and reviewing submittals.
2. If the Contractor elects to utilize the electronic submittal and review system for a submittal required by the Specifications, the Contractor does not need to perform Sub-Article B of this Section, and will submit set electronically for Article1.05.C.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
01 3300 - 6
Table 01 33 00A. - List of Submittals
* Submittal types: A - Action, I - Informational ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.
RSN
01 1410-1
01 2900-1
01 2900-2
01 2910-1
01 2910-2
01 2910-3
01 2920-1
01 2920-2
Clause or Section Title
The Hopi Tribe Business License Application- Construction Projects The Hopi Tribe Business License Application- Construction Projects The Hopi Tribe Employment Rights
The Hopi Tribe Employment Rights The Hopi Tribe Employment Rights The Hopi Tribe Environmental Protection Office - Environmental Protection Plan
The Hopi Tribe Environmental Protection Office - Environmental Protection Plan
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Land Use and | At least 28 days | A | COR |
| Landscape | before use of | ||
| Rehabilitation Plan | Government land | ||
| Copy of Prime | At least 14 days | A | COR |
| Contractors Hopi | prior to onsite work |
Business License for Construction Projects
| Copy of All | At least 14 days | A | COR |
| Subcontractors Hopi | prior to onsite work |
Business License for Construction Projects
| Proof of Payment for | At least 14 days | A | COR |
| Tribal Employment | prior to onsite work |
Rights Fees to the Hopi Tribe Prior to the Commencement of Work
| Prime Contractor - | At least 14 days | A | COR |
| Tribal Employment | prior to onsite work |
Rights Compliance Plan
| Subcontractor - | At least 14 days | A | COR |
| Tribal Employment | prior to onsite work |
Rights Compliance Plan
| Environmental | At least 14 days | A | COR |
| Protection Plan for | prior to onsite work |
Approval
| Amended | At least 14 days | A | COR |
| Environmental | prior to onsite work |
Protection Plan for Approval
No. of sets to be sent to: **
CO COR
0 3
0 2
0 2
0 2
0 2
0 2
0 2
0 2
01 3300 - 7
01 32 10-1
01 32 10-2
01 35 10-1
01 35 10-2
01 35 20-1
01 35 20-2
01 35 22-1
01 35 22-2 01 35 30-1
Clause or Section Title Construction Program
Construction Program
Safety Data Sheets
Safety and Health
Safety and Health
First Aid
Contractor’s Onsite Safety Personnel
Respon-
| Due date or | Type |
| Submittals required | sible |
| delivery time | * |
code Baseline Schedule: Within 21 days after A COR receipt of Notice to
1. Blackline prints Proceed
2. Reports
3. Data on CD or DVD ( 1 copy per submittal set) Updated Schedule: With monthly A COR requests for progress
1. Blackline prints payments
2. Reports
3. Data on CD or DVD (1 copy per submittal set)
| Complete LHM and | At least 14 days | I | COR |
| SDS | before jobsite |
delivery of hazardous material
| Updated LHM and | At least 14 days | I | COR |
| SDS | before jobsite |
delivery of hazardous material not previously listed Safety Program Submitted and A COR accepted before commencing work.
See section 3 of
RSHS
| Weekly Accident | First day of each | I | CO |
| Summary Report | month. See |
paragraph 3 of
RSHS
| Medical Facilities | Submitted and | A | CO |
| Plan | approved before |
start of operations
| Certificate | Prior to employment | A | CO |
| Resume | Prior to employment | I | COR |
No. of sets to be sent to: **
CO COR
0 6
0 4
0 3
0 3
0 3
0 3
0 3
| 0 | 4 |
| 0 | 3 |
01 3300 - 8
01 35 30-2
01 46 20-1
01 55 20-1
01 57 20-1
01 57 30-1
01 57 30-2
01 57 50-1
01 57 90-1
01 71 20-1
01 71 20-2
01 71 20-3
01 71 20-4 or Section Title Contractor’s Onsite Safety Personnel Testing Laboratory Services
Traffic Control
Environmental Controls
Water Pollution Control Water Pollution Control
Tree and Plant Protection
Preservation of Historical and Archeological Data Surveying
Respon-
| Due date or | Type |
| Submittals required | sible |
| delivery time | * |
code
| Safety Inspection | Frequency | I | COR |
| Reports | determined prior to |
start of construction
| Testing Laboratory | Submitted and | A | COR |
| Services Plan | approved 14 days |
before start of operations Traffic Control Plan At least 36 days A COR before affecting public traffic.
| Copy of Applicable | At least 28 days | A | COR |
| Air Quality Permit | before start of onsite |
construction work
| Pollution Prevention | At least 28 days | A | COR |
| Plan | before start of onsite |
construction work
| Spill Prevention, | At least 28 days | A | COR |
| Control, and | before start of onsite | ||
| Countermeasure | construction work |
(SPCC) Plan Protection Plan At least 28 days A COR before starting on site construction work
| Alternate Use Area | At least 28 days | A | COR |
| or Borrow Area | before starting on |
site construction work Surveying Plan At least 36 days A COR before beginning survey work Resume At least 36 days A COR before beginning survey work; At Least 36 days before personnel change
| Accuracy Check | At least 14 days | I | COR |
| Results | before beginning |
survey work
| Completed and | Accompanying | A | COR |
| Reduced Survey | progress payment | ||
| Notes | requests |
No. of sets to be sent to: **
CO COR
0 3
0 4
0 4
0 3
0 4
0 4
0 4
0 4
0 4
0 4
0 4
0 4
01 3300 - 9
01 7120-5
01 7120-6
01 7120-7
01 7400-1
01 7400-2
01 7400-3
01 7400-4
01 7830-1
02 2130-1
02 4107-1
02 8220-1
02 8220-2 or Section
Cleaning and Waste Management Cleaning and Waste Management Cleaning and Waste Management
Cleaning and Waste Management Project Record Documents Benchmarks
Removal and Disposal of Existing Features Removal and Disposal of Asbestos Containing Materials Removal and Disposal of Asbestos Containing Materials
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Original Field | Accompanying | I | COR |
| Survey Books | progress payment |
requests
| Quantity Survey | Accompanying | I | COR |
| Notes and | progress payment | ||
| Computations | requests | ||
| Workday’s Survey | Accompanying | I | COR |
| Notes | progress payment |
requests
| Waste Production | Within 7 days of | I | COR |
| and Disposal | waste disposal |
Records
| Hazardous Wastes | Within 7 days of | I | COR |
| Manifest | hazardous waste |
disposal
| Environmental | At least 28 days | I | COR |
| Consultant Resume | before beginning |
environmental assessment
| Environmental Site | Within 14 days of | I | COR |
| Assessment | completion of work |
| Final As-built | Within 14 days of | I | COR |
| Drawings | completion of work | ||
| Survey Reports and | Within 14 days of | I | COR |
| Drawings | completion of work | ||
| Removal and | At least 28 days | A | COR |
| Disposal of Existing | before starting | ||
| Features Plan | related site |
construction work
| Asbestos Abatement | At least 28 days | I | COR |
| Contractor and | before starting | ||
| Subcontractors | related site | ||
| History | construction work |
| Asbestos Resumes, | At least 28 days | A | COR |
| Certificates, and | before starting | ||
| Qualifications | related site |
construction work
No. of sets to be sent to: **
CO COR
0 4
0 4
0 4
0 3
0 3
0 3
0 3
0 4
0 4
0 4
0 3
0 3
01 3300 - 10
02 8220-3
02 8220-4
03 1512-1
03 1512-2
03 1512-3
03 1512-4
03 1517-1
03 1517-2
03 1517-3
03 2000-1 or Section Title Removal and Disposal of Asbestos Containing Materials Removal and Disposal of Asbestos Containing Materials
PVC
Waterstop
Hydrophilic Strip Waterstop
Hydrophilic Strip Waterstop
Hydrophilic Strip Waterstop
Concrete Reinforcement
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Asbestos Hazard | At least 28 days | A | COR |
| Abatement Plan | before starting |
related site construction work
| Asbestos Waste | Within 7 days of | I | COR |
| Shipment Record | disposal |
and Certificate of Disposal
Purchase Orders At least 28 days A COR before starting related site construction work Samples At least 28 days A COR before starting related site construction work Certifications At least 28 days I COR before starting related site construction work Instructions At least 28 days I COR before starting related site construction work Product Data At least 28 days A COR before starting related site construction work Certification At least 28 days I COR before starting related site construction work Instructions At least 28 days I COR before starting related site construction work
| Reinforcement | At least 28 days | A | COR |
| Diagrams and Lists | before starting |
related site construction work
No. of sets to be sent to: **
CO COR
0 3
0 4
0 4
0 2
0 2
0 2
0 4
0 2
0 2
0 6
01 3300 - 11
03 3000-1
03 3000-2
03 3000-3
03 3000-4
03 3752-1
03 3755-1
07 9200-1
07 9200-2
07 9200-3
09 9620-1
09 9620-2
09 9620-3
Clause or Section Title Cast-In-Place Concrete
Slush Grout
Dental
Joint Sealants
Coatings
Coatings
Coatings
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Material Approval | At least 28 days | A | COR |
| Data | before starting on |
site construction work
| Concrete Placement | At least 28 days | A | COR |
| Drawings | before starting on |
site construction work
| Concrete Placement | At least 28 days | I | COR |
| Schedule | before starting on |
site construction work Certifications At least 28 days I COR before starting related site construction Mix Design At least 28 days A COR before starting on site construction work Mix Design At least 28 days A COR before starting on site construction work
| Approval Data, | At least 28 days | A | COR |
| Samples, and Color | before starting | ||
| Card | related construction |
work Certification At least 28 days I COR before starting related construction work Instructions At least 28 days I COR before starting related construction work Approval Data At least 28 days A COR prior to application Final Approval Data At least 28 days I COR prior to application Documentation At least 28 days I COR prior to application
No. of sets to be sent to: **
CO COR
0 6
0 6
0 6
0 6
0 6
0 6
0 4
0 4
0 4
0 4
0 4
0 4
01 3300 - 12
09 9623-1
09 9623-2
09 9623-3
26 05 10-1
26 3523-1
31 03 10-1
31 03 23-1
31 03 33-1
31 2318-1
31 2318-2 or Section Title Graffiti Resistant Coatings for Concrete and Masonry Graffiti Resistant Coatings for Concrete and Masonry Graffiti Resistant Coatings for Concrete and Masonry Conductors and Cables Manual Transfer Switch- Generator Power Inlet Diversion and Care of Flows During Construction
Cofferdam
Removal of Water From Excavation
Excavation of Reservoir Sediments
Excavation of Reservoir Sediments
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Approval Data | At least 28 days | A | COR |
prior to application
Final Approval Data At least 28 days I COR
Documentation At least 28 days I COR
Approval Data Within 60 days after A COR Notice to proceed Approval Data Within 60 days after A COR Notice to proceed
| Water Control and | At least 40 days | A | COR |
| Removal Plan | prior to beginning |
any work on the diversion and care of the stream Approval Plans Within 60 days after A COR Notice to proceed
| Removal of Water | At least 28 days | A | COR |
| Plan | before starting on |
site construction work
| Excavation of | At least 28 days | A | COR |
| Reservoir Sediments | before starting on | ||
| Plan | site construction |
work
| Access for | Within 7 days of | A | COR |
| Subsequent | notice of subsequent | ||
| Excavation of | excavation |
Reservoir Sediments #1 Plan
No. of sets to be sent to: **
CO COR
0 4
0 4
0 4
0 6
0 6
0 6
0 6
0 6
0 8
0 8
01 3300 - 13
31 2318-3
31 2318-4
31 2321-1
31 2370-1
31 2410-1
31 2412-1
31 2413-1
31 2414-1
31 2510-1
31 2510-2 or Section Title Excavation of Reservoir Sediments
Excavation of Reservoir Sediments
Excavation of Existing Embankment and Spillway Controlled Low Strength Material
(CLSM)
Embankment Construction, General
Zone 2, Fine Filter
Zone 3, Coarse Filter
Zone 4, Crest and Downstream Face Protection Erosion
Erosion
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Access for | Within 7 days of | A | COR |
| Subsequent | notice of subsequent | ||
| Excavation of | excavation |
Reservoir Sediments #2 Plan
| Access for | Within 7 days of | A | COR |
| Subsequent | notice of subsequent | ||
| Excavation of | excavation |
Reservoir Sediments #3 Plan Excavation Plan At least 28 days A COR before starting on site construction work Approval Data At least 28 days A COR before starting on site construction work
| Embankment | At least 40 days | A | COR |
| Construction Plan | prior to beginning |
any work on the diversion and care of the stream
| Certification and | At least 40 days | A | COR |
| Laboratory Test | prior to beginning | ||
| Results | any work on the |
embankment
| Approval Data and | At least 40 days | A | COR |
| Test Results | prior to beginning |
any work on the embankment
| Approval Data and | At least 40 days | A | COR |
| Test Results | prior to beginning |
any work on the embankment
| Silt Fence | At least 28 days | A | COR |
| Certifications | before starting on |
site construction work Straw Certification At least 28 days A COR before starting on site construction work
No. of sets to be sent to: **
CO COR
0 8
0 8
0 6
0 6
0 6
0 6
0 6
0 6
0 4
0 4
01 3300 - 14
313232-1
313232-2
313232-3
313700-1
31 3700-2
33 1113-1
33 1113-2 or Section
Geotextile
Riprap and Bedding
Riprap and Bedding
HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Manufacture’s | At least 28 days | A | COR |
| Certification | before starting |
related on site construction work Samples At least 28 days I COR before starting related on site construction work Protection Method At least 28 days I COR before starting related on site construction work
| Riprap Materials | At least 28 days | A | COR |
| Data and Test | before starting | ||
| Results | related construction |
work
| Bedding Materials | At least 28 days | A | COR |
| Data | before starting |
related construction work
| HDPE Pipe for | At least 28 days | A | COR |
| Outlet Works Shop | before starting | ||
| Drawings, Work | related on site | ||
| Plans, and Fusion | construction work. |
Procedures
| HDPE Pipe for Air | At least 28 days | A | COR |
| Vent, Drainage, and | before starting | ||
| Hydraulic Lines | related on site | ||
| Shop Drawings, | construction work |
Work Plans, and Fusion Procedures
No. of sets to be sent to: **
CO COR
0 4
0 2
0 4
0 4
0 4
0 6
0 6
01 3300 - 15
33 1113-3
33 1113-4
33 1113-5
33 1113-6
33 1113-7 or Section Title HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe HDPE Pipes for Outlet Works, Air Vent, Drainage, Hydraulic Lines, and Irrigation Turnout Pipe
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| HDPE Pipe for | At least 28 days | A | COR |
| Irrigation Turnout | before starting | ||
| Pipe Shop Drawings, | related on site | ||
| Work Plans, and | construction work |
Fusion Procedures
| HDPE Pipe for | At least 28 days | A | COR |
| Outlet Works | before starting | ||
| Certification | related on site |
construction work
| HDPE Pipe for Air | At least 28 days | A | COR |
| Vent, Drainage, and | before starting | ||
| Hydraulic Lines | related on site | ||
| Certification | construction work |
| HDPE Pipe for | At least 28 days | A | COR |
| Irrigation Turnout | before starting | ||
| Pipe Certification | related on site |
construction work
| Final Inspection | Within 14 days after | I | COR |
| Video | video is completed |
No. of sets to be sent to: **
CO COR
0 6
0 4
0 4
0 4
0 4
01 3300 - 16
334636-1
334636-2
334636 -3
33 4636-4
33 4636-5
33 4636-6
35 2182-1
35 2182-2
35 2182-3
35 2215-1
35 2215-2
35 2312-1
352312 -2 or Section
Toe Drains
Steel Pipe
Cast-Iron Hydraulic Slide Gate Cast-Iron Hydraulic Slide Gate Valves and Equipment
Valves and Equipment
Respon-
| Due date or | Type | ||
| Submittals required | sible | ||
| delivery time | * | code | |
| Approval Data | At least 28 days | A | COR |
before starting related on site construction work Certifications At least 28 days A COR before starting related on site construction work Samples At least 28 days A COR before starting related on site construction work Survey Reports Within 14 days after I COR0 construction is completed
| Preliminary | Within 14 days after | A | COR |
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