Solicitation_No._R16PS00018_-_Part1.pdf

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado FEBRUARY 2016

Solicitation No. R16PS00018 Specifications No. 20-C0850

Stampede Dam – Dam Safety Modifications

Stampede Division Washoe Project, Nevada-California

R16PS00018 – Stampede Dam – Dam Safety Modifications Specs. No. 20-C0850

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Specifications/Appendices

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Bureau of Reclamation

Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Bureau of Reclamation - MP Regional Office

Attn: Dion T. Steele, Contracting Officer 2800 Cottage Way, Rm. E-1815, Federal Bldg.

Sacramento, California 95825-1898

Matthew Byrne 916-978-5126

1x 02/12/2016

R16PS00018

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

A. Title: Stampede Dam - Dam Safety Modifications

B. Work Site Location: Stampede Dam is located approximately 10 miles northeast of

Truckee, CA in Sierra County.

C. Site Visit Information: See Section L, FAR 52.236-27, Site Visit (Construction) -

Alt. 1

D. Estimated Price Range: The estimated cost of this project is more than

$10,000,000.00.

E. Set-Aside Information: This requirement is restricted to Total Small Business concerns using NAICS 237990 and applicable size standard of $36.5 million. FAR

Clause 52.219-06 "Notice of Total Small Business Set Aside" applies to this requirement.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

7 805 calendar days and complete it within ________________ ________________ calendar days after receiving

03/23/2016

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Dion T. Steele

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

R16PS00018

FOB: Destination

Section B - Supplies or Services and Prices

"AU" - Activity Unit is used solely for the purposes of allowing progress payments under the

Department of Interior's Financial & Business

Management System (FBMS).

00010 R16PS00018 - Stampede Dam - Dam Safety 1 AU

Modifications

Price Schedule - CLINs 1 - 63

00020 R16PS00018 - Stampede Dam - Dam Safety 1 AU

Modifications

Price Schedule - Stampede Dam and Prosser Creek

Dam - Spillway and Outlet Work Fence Post

Concrete Repairs

CLINs 64 - 67

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

R16PS00018 – Stampede Dam – Dam Safety Modifications Specifications. No. 20-C0850

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

STAMPEDE DAM

DAM SAFETY MODIFICATIONS

WASHOE PROJECT

STAMPEDE DIVISION – NEVADA – CALIFORNIA

B.1 PRICE SCHEDULES

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) Quantities in the Price Schedule are estimated quantities for comparison of offers only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(e) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

STAMPEDE DAM – DAM SAFETY MODIFICATIONS

1 WBR

1452.232

-81

Mobilization and Preparatory Work

For the lump sum of $

2 01 31 30 Contract Document Management System

For the lump sum of $

B - 2

PRICE SCHEDULE

3 01 55 28 Temporary Post-Mounted Traffic Signs

For the lump sum of $

4 01 57 30 Stormwater Pollution Prevention Plan (SWPPP) General Requirements

For the lump sum of $

5 01 57 30 Stormwater Pollution Prevention Plan (SWPPP) Inspection and Monitoring

For the lump sum of $

6 03 15 17 Hydrophilic Strip Waterstop 140 lin ft $ $

7 03 20 30 Grouted Anchor Bars for Spillway Modification

27 bars $ $

8 03 30 00 Reinforced Concrete for Spillway Modification

820 ydP

3 $ $

9 03 81 10 Saw Cutting Existing Concrete for Spillway Modification

160 lin ft $ $

10 03 81 10 Concrete Removal for Spillway Modification

For the lump sum of $

11 10 14 52 Removing, Storing, and Reinstalling Existing Signs

For the lump sum of $

12 10 14 54 New Post-Mounted No Parking Traffic Signs

For the lump sum of $

13 13 34 04 Demolishing Existing Restroom For the lump sum of $

14 31 02 10 Water for Dust Abatement For the lump sum of $

15 31 03 20 Cofferdam Construction For the lump sum of $

16 31 09 10 Benchmarks 4 benchmarks

B - 3

PRICE SCHEDULE

17 31 09 12 Measurement Points 19 points $ $

18 31 09 13 Extending Existing Piezometers 100 lin ft $ $

19 31 11 00 Clearing and Grubbing For the lump sum of $

20 31 14 10 Stripping 22 acres $ $

21 31 23 16 Excavation of Existing Dam Embankment

30,200 ydP

3 $ $

22 31 23 16 Excavation of Existing Dike Embankment

35,800 ydP

3 $ $

23 31 23 16 Excavation for Embankment Crest Structure Foundation

6,000 ydP

3 $ $

24 31 23 16 Excavation for Spillway Crest Structure

4,100 ydP

3 $ $

25 31 23 18 Excavation for Saddle Dikes Foundation

5,000 ydP

3 $ $

26 31 23 19 Excavating and Wasting Material for Wetlands Mitigation Area

For the lump sum of $

27 31 24 13 Embankment Earthfill Material 36,800 ydP

3 $ $

28 31 24 14 Earthfill, Zone 1 Material 2,600 ydP

3 $ $

29 31 24 16 Mechanically Stabilized Earthfill, Zone 2A Material

55,000 ydP

3 $ $

30 31 24 17 Filter, Zone 2B Material 6,400 ydP

3 $ $

31 31 24 18 Gravel Drain, Zone 2C Material 300 ydP

B - 4

PRICE SCHEDULE

32 31 24 19 Zone 3 Material 10,300 ydP

3 $ $

33 31 24 21 Operation and Maintenance Road Drain Cobbles

3,700 lin ft $ $

34 31 24 22 Excavation for Saddle Dike Roadways

180 ydP

3 $ $

35 31 24 22 Saddle Dike Roadway Embankments

For the lump sum of $

36 31 32 13 Slush Grouting 50 ftP

3 $ $

37 31 37 00 Sand and Gravel Bedding for Riprap

For the lump sum of $

38 31 37 06 Existing Riprap For the lump sum of $

39 31 37 06 Existing Boulders For the lump sum of $

40 31 37 10 Riprap 4,400 tons $ $

41 31 37 10 Roadway Drainage Riprap 560 tons $ $

42 32 10 16 Removing Existing Roadway Pavement and Base Course

5,700 lin ft $ $

43 32 11 23 Aggregate Base Course 2,900 ydP

3 $ $

44 32 12 22 Asphaltic Concrete Pavement 1,400 ydP

3 $ $

45 32 12 24 Chip Seal Paving For the lump sum of $

46 32 15 10 Gravel Surfacing 1,000 ydP

47 32 17 20 Traffic Lines and Markings For the lump sum of $

B - 5

PRICE SCHEDULE

48 32 31 20 Vehicle Access Gates For the lump sum of $

49 32 32 20 Mechanically Stabilized Earth Crest Structure Design

For the lump sum of $

50 32 32 20 Mechanically Stabilized Earth Crest Structure Construction

51 32 32 20 Moment Slab and Vehicular Barrier

For the lump sum of $

52 32 32 20 Pedestrian Guardrail System For the lump sum of $

53 32 71 10 Wetland and Transition Zone Planting

For the lump sum of $

54 32 92 20 Restoration and Revegetation For the lump sum of $

55 33 42 04 Abandoning Existing Corrugated Metal Pipe

For the lump sum of $

56 33 42 30 24-Inch Diameter Corrugated Metal Pipe Culverts

220 lin ft $ $

57 33 46 36 8-Inch Diameter Perforated HDPE Pipe

3,200 lin ft $ $

58 33 46 36 8-Inch Diameter Nonperforated HDPE Pipe

750 lin ft $ $

59 33 46 36 Drain Cleanouts 4 cleanouts $ $

60 34 71 10 Removing Existing Guardrail For the lump sum of $

61 34 71 13 W-Beam Guardrail with Wood Posts

2,600 lin ft $ $

62 35 69 04 Removing Existing Safety Cable with Floats

B - 6

PRICE SCHEDULE

63 35 79 30 Debris Boom For the lump sum of $

SUBTOTAL FOR STAMPEDE DAM – DAM SAFETY MODIFICATIONS $____________

STAMPEDE DAM AND PROSSER CREEK DAM –

SPILLWAY AND OUTLET WORKS FENCE POST CONCRETE REPAIRS

64 03 30 00 Concrete Fence Post Repair Blocks

240 repair blocks

65 31 23 20 Moving and Replacing Existing Rock and Earthfill for Fence Post Concrete Repairs

For the lump sum of $

66 32 31 04 Removing and Disposing Existing Chain Link Fence

For the lump sum of $

67 32 31 10 Chain link Fence For the lump sum of $

SUBTOTAL FOR STAMPEDE DAM AND PROSSER CREEK DAM –

SPILLWAY AND OUTLET WORKS FENCE POST CONCRETE REPAIRS

GRAND TOTAL FOR STAMPEDE DAM – DAM SAFETY MODIFICATIONS AND

STAMPEDE DAM AND PROSSER DAM – SPILLWAY AND OUTLET WORKS FENCE

POST CONCRETE REPAIRS $_______________________

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

B - 7

This page intentionally left blank.

Stampede Dam - Dam Safety Modifications Specifications No. 20-C0850

Table of Contents

00 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 14 12 Work Restrictions and Limitations 01 14 16 County Encroachment Permits 01 14 20 Dam and Powerplant Operations 01 31 13 Project Coordination 01 31 22 Design Coordination Meeting 01 31 30 Contract Document Management System 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 and Communications 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 52 10 Government Field Office 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 55 28 Temporary Traffic Signs 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 and Erosion Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 70 Fire Protection and Prevention 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 03 - CONCRETE

03 11 10 Concrete Formwork 03 15 17 Hydrophilic Strip Waterstop 03 20 00 Concrete Reinforcement

00 01 10 - 2

03 20 30 Grouted Anchor Bars for Spillway Modification 03 20 32 Epoxy Grouted Anchor Bars for Fence Post Repair 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal for Spillway Modification 03 81 15 Concrete Removal for Fence Post Repair

DIVISION 10 - SPECIALTIES

10 14 52 Removing, Storing, and Reinstalling Existing Signs 10 14 54 New Post-Mounted No Parking Traffic Signs

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 04 Demolishing Existing Restroom

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 20 Cofferdam Construction 31 03 33 Removal of Water 31 09 10 Benchmarks 31 09 12 Measurement Points 31 09 13 Extending Existing Piezometers 31 09 16 Grouting Existing Piezometers 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 22 19 Mitigation Wetland Grading 31 23 02 Compacting Earth Materials 31 23 16 Excavation of Existing Dam and Dike Embankments 31 23 18 Excavation for Saddle Dikes Foundation 31 23 19 Excavation from Borrow 31 23 20 Fence Post Earthwork 31 23 90 Disposal of Excavated Materials 31 24 12 General Earthfill Construction 31 24 13 Embankment Earthfill Material 31 24 14 Earthfill, Zone 1 Material 31 24 15 Cofferdam Earthfill Material 31 24 16 Mechanically Stabilized Earthfill, Zone 2A Material 31 24 17 Filter, Zone 2B Material 31 24 18 Gravel Drain, Zone 2C Material 31 24 19 Zone 3 Material 31 24 20 Mitigation Wetland Flow Distribution Channel Gravel Fill Material 31 24 21 Operation and Maintenance Road Drain Cobbles 31 24 22 Earthwork for Saddle Dike Roadways 31 25 13 Mitigation Wetland Erosion Control Matting 31 32 13 Slush Grouting

00 01 10 - 3

31 32 32 Geotextile 31 32 36 Geomembrane 31 37 00 Sand and Gravel Bedding for Riprap 31 37 06 Existing Riprap and Existing Boulders 31 37 10 Riprap

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 16 Removing Existing Roadway Pavement and Base Course 32 11 23 Aggregate Base Course 32 12 22 Asphaltic Concrete Pavement 32 12 24 Chip Seal Paving 32 15 10 Gravel Surfacing 32 17 20 Painted Traffic Lines and Markings 32 31 04 Removing Existing Chain Link Fence 32 31 10 Chain Link Fence 32 31 20 Vehicle Access Gates 32 32 20 Mechanically Stabilized Earth (MSE) Crest Structure 32 71 10 Wetland and Transition Zone Planting 32 92 20 Restoration and Revegetation 32 92 21 Mitigation Wetland Seeding

DIVISION 33 - UTILITIES

33 42 04 Abandoning Existing Corrugated Metal Pipe 33 42 30 Corrugated Metal Pipe Culverts 33 46 36 HDPE Pipe Drains

DIVISION 34 - TRANSPORTATION

34 71 10 Removing Existing Guardrail 34 71 13 W-Beam Guardrail with Wood Posts

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 69 04 Removing Existing Safety Cable with Floats 35 79 30 Debris Boom

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Climatic Conditions 51 00 20 Stampede Hydrographs, Exceedance Curves, and Reservoir Time History 51 00 25 Prosser Creek Hydrographs, Exceedance Curves, and Reservoir Time History 51 00 30 Existing Safety Cable with Floats Photographs 51 00 40 Bald Eagle Monitoring Plan 51 00 50 Earthquake Time Histories

00 01 10 - 4

51 00 60 Wetlands Delineation 51 00 70 On-Site Materials Distribution Chart 51 00 80 Gravelly Soil Compaction Adjustment 51 31 24 Photographic History of Borrow Area

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations 53 30 00 Memorandum 53 40 00 Evaluation of Corrosion Potential

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Stampede Dam approximately 10 miles northeast of Truckee, California, in Sierra County, and at Prosser Creek Dam approximately 4 miles northeast of Truckee, California, in Nevada County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Removal of water.

B. Clearing and grubbing including tree removal.

C. Constructing temporary earthfill cofferdam.

D. Removing existing concrete features.

E. Removing existing damaged or deteriorated concrete at existing embedded fence post locations.

F. Furnishing and installing grouted anchor bars into existing concrete.

G. Constructing new spillway crest structure of cast-in-place concrete.

H. Furnishing, placing, and curing repair concrete.

I. Excavating existing dam and dike embankments.

J. Furnishing and placing earthfill, filter sand, and drain gravel materials to construct dam and dike raises.

K. Modifying existing and installing new dam instrumentation.

L. Excavating and preparing foundation for saddle dikes.

M. Furnishing and placing embankment material to construct the new embankment crest structure and Vista Point road relocation.

N. Furnishing and placing embankment material to construct saddle dikes.

O. Constructing Contractor-designed mechanically stabilized earth (MSE) crest structure.

P. Excavating for roadways.

01 11 00 - 2

Q. Constructing roadway embankments.

R. Removing existing restroom facilities.

S. Furnishing and placing aggregate base course and asphaltic concrete pavement for new roadways.

T. Removing existing chain link fence along spillway crest structure and along spillway chute walls at Stampede Dam.

U. Removing existing chain link fence along spillway crest structure walls at Prosser Creek Dam.

V. Removing existing chain link fence along spillway outlet works stilling basin at Stampede Dam.

W. Furnishing and installing new chain link fence with side mounted fence posts.

X. Furnishing and laying corrugated metal pipe culverts.

Y. Furnishing and laying HDPE pipe drains.

Z. Constructing mitigation wetland.

1.03 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.

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.

1.04 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.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 53:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

3. OGR: Onsite Government Representative.

4. CE: Construction Engineer.

01 11 00 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

01 11 00 - 4

Use of Site 01 14 10 - 1

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) 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) First-aid and medical facilities.

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

6) Temporary fences and permanent fences.

7) Access roads and gates.

8) Staging and stockpile areas.

9) Borrow areas and processing sites.

10) Proposed extent of clearing, grubbing, and stripping.

01 14 10 - 2

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 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.

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 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, removal, and protection of facilities in use on Government land will be subject to approval of the 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. Housing for construction personnel will not be permitted on Reclamation’s owned land (as shown on the drawings), except as provided:

1. Housing for guards or watchmen as approved by the COR.

F. Access for Government personnel to the powerplant and outlet works control house shall be maintained at all times during construction.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 EMIGRANT GROUP CAMPGROUND

A. As a mitigation measure to minimize public impacts from construction activities, Reclamation is coordinating an agreement with the US Forest Service to keep the Emigrant Group Campground vacant during the time period of April 1, 2017 to November 1, 2017. The Contractor may contact the Forest Service’s Truckee Ranger District to establish an agreement for specific terms of use for this campground.

01 14 10 - 3

Contact: Jon George, Recreation and Lands Staff Officer Phone: (530) 587-3558 Email: jongeorge@fs.fed.us

3.02 CLEANING

A. Construction Equipment:

1. Before bringing on site, clean construction equipment and temporary facilities in accordance with this section and Section 01 57 60 - Protected Species to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species. Also see Section 01 57 60 - Protected Species.

2. Contractor cleaning procedures shall result in equipment and temporary facilities being cleaned as well or better than the procedures described in USBR Cleaning Manual, Appendix B.

3. The COR will inspect construction equipment and temporary facilities following procedures described in USBR Cleaning Manual before allowing the equipment onsite.

3.03 RESTORATION

A. Restore and revegetate within limits of disturbance areas except mitigation wetland and upland transition zone buffer in accordance with Restoration/Revegetation Plan. Refer to Section 32 92 20 - Restoration and Revegetation.

B. Seed mitigation wetland area and upland transition zone buffer in accordance with Section 32 92 21 - Mitigation Wetland Seeding.

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

D. 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 - 4

Work Restrictions and Limitations

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS AND LIMITATIONS

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. Night work: 7:00 p.m. to 7:00 a.m.

1.03 WORK RESTRICTIONS AND LIMITATIONS

A. The site is located in higher elevations of the Sierra Nevada Mountains. In general, construction will be restricted to the time period from April 1 to October 31 of any year, depending on the weather and ground conditions. Extension of the construction season outside the time period of April 1 to October 31 may be requested in writing by the Contractor and will be subject to review and approval of the CO and modifications to the General Construction Permit. Approval by the CO will be based on anticipated weather conditions and snowpack at the site at the time of the request and proposed scope of work. Approval of extension of the construction season shall not relieve the Contractor of the Contractor’s responsibility to protect the work from extreme weather conditions.

B. All proposed work in the month of April shall be coordinated with and approved by the COR. The exact allowable start date for ground disturbing activities shall be approved by the COR and will be based on future weather conditions, snow pack at the site, and the ability of the Contractor to effectively manage storm water erosion. Refer to Section H for specific requirements regarding April work.

C. The winter construction shutdown extends from November 1 to March 31 of any year depending on weather and ground conditions.

D. Allowable Work Hours:

1. Unless otherwise stipulated in this section, night work is allowed Monday through Thursday with the following conditions:

a. Night work will only be allowed April 1, 2017 to October 31, 2017.

2. Friday and Saturday work is allowed from 7:00 a.m. to 7:00 p.m.

3. No work will be allowed on Sundays.

E. No construction or other onsite work is allowed during the following holiday weekends:

1. Memorial Day 2016: Friday, May 27 through Monday, May 30.

01 14 12 - 2

2. Fourth of July 2016: Friday, July 1 through Sunday, July 4.

3. Labor Day 2016: Friday, September 2 through Monday, September 5.

4. Memorial Day 2017: Friday, May 26 through Monday, May 29.

5. Fourth of July 2017: Saturday, July 1 through Tuesday, July 4.

6. Labor Day 2017: Friday, September 1 through Monday, September 4.

7. Memorial Day 2018: Friday, May 25 through Monday, May 28

8. Fourth of July 2018: Wednesday, July 4 through Sunday, July 8

9. Labor Day 2018: Friday, August 31 to Monday, September 3

F. Clearing of trees and shrubs in all staging, stockpiling and haul route areas shall be completed between September 6, 2016 and October 31, 2016 to comply with the protection of the neotropical migratory songbird restricted tree clearing period during their nesting period from April 1 through August 31 of any year.

G. Dog Valley Road, within the limits of disturbance shown on drawing 320-D-224, will be closed to the public for the duration of the construction work that occurs along the top of the dam and dike, including the 2017/2018 winter shutdown season. Prior to the road closure and implementation of the detour route, the Contractor shall install the temporary traffic signs alerting the public to closure of Dog Valley Road in accordance with Section 01 55 28 – Temporary Traffic Signs and as outlined in the Contractor’s traffic control plan submittal required by Section 01 55 20 – Traffic Control.

H. Dog Valley Road over the dam and dike embankments shall not be closed to the public prior to completion of the Dog Valley Road detour improvements in accordance with the approved Road Improvement Design of Section 32 12 24 – Chip Seal Paving. Complete Dog Valley Road detour between September 6, 2016 and October 31, 2016.

I. The Dog Valley Road detour shown on drawing 320-D-282 shall remain open to the public at all times with the exception of the normal winter shutdown of the road.

J. Stampede Dam Road, as referred to as Stampede Meadows Road, will remain open to the public during the work. Include plans for safety of the public when accessing these areas in the required safety plan submittal and traffic control plan submittal.

K. Highest public use of recreation facilities occurs from mid-May through Labor Day of any year.

L. Construction of the West Saddle Dike and East Saddle Dike, including modifications to the boat ramp access road, shall be initiated and completed between September 6, 2016 and October 31, 2016.

M. Excavation from the saddle dike borrow area shall only occur between elevations 5946.1 and 5952.7 as shown on the drawings.

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N. Available days within the designated construction season for excavation from the saddle dikes borrow area may be limited due to potential reservoir inundation subject to normal reservoir operating criteria and unanticipated flooding.

O. Excavation and hauling from the saddle dikes borrow area shall only occur Monday through Thursday between 7:00 a.m. and 7:00 p.m.

P. Storage within Stampede Reservoir is regulated in accordance with the Stampede and Boca Reservoirs Flood Control Diagram dated November 1, 1985 and in accordance with the Standing Operating Procedures (SOP). Copies of the flood control diagram and SOP are available at the Bureau of Reclamation MP Construction Office.

Q. The reservoir will be operated such that the maximum anticipated reservoir water surface elevation will be El. 5946.1 from October 15 through April 20 of any year. The maximum anticipated reservoir water surface elevation from April 21 through October 14 of any year will be El. 5952.7. Anticipated maximum reservoir water surface elevations are subject to inflow floodwaters and spillway and outlet works discharge limitations.

The cofferdam will provide flood protection for spillway crest structure construction.

R. Historical reservoir elevation data is available in Section 51 00 20 - Hydrographs, Exceedance Curves, and Reservoir Time History.

S. An active bald eagle nest is located approximately 850 feet from Stampede Dam Road and is not expected to be affected by construction activities. However, monitoring of the eagles by the Contractor is required during construction activities in accordance with the requirements of Section 01 57 60 - Protected Species.

T. Perform work in accordance with applicable project permit requirements. If the Contractor proposes to complete the work outside of the requirements of project permits, the Contractor shall be required to obtain new respective permits at the Contractor’s expense.

U. All work is subject to the restrictions of the Contractor’s approved stormwater pollution prevention plan (SWPPP) including best management practices for sedimentation and turbidity control, heavy equipment pollution and water pollution. See Section 01 57 30 - Water Pollution and Erosion Control.

V. The temporary cofferdam located upstream of the spillway crest structure shall be constructed to El. 5974.0 prior to the start of excavation for removal of the existing spillway crest structure.

W. The temporary cofferdam and the spillway crest structure and the bridge shall be completed in one construction season.

X. The temporary cofferdam located upstream of the spillway crest structure shall be removed by October 31 of the year it is constructed.

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Y. The entire dam and dike crest elevations, including the embankment crest structure between the dam and dike, shall be no lower than El. 5974.0 during any winter shutdown season.

Z. The site area shall be maintained at all times, including during the winter shutdown, to comply with the 402 General Permit until Notice of Termination (NOT) has been issued.

AA. Remove existing roadway pavement and base course at Vista Point area at end of job as determined by COR. Repave Vista Point area at end of job as approved by COR.

BB. See Section 01 14 20 - Dam and Powerplant Operations for additional requirements and limitations.

CC. See Section 01 57 20 - Environmental Controls regarding project environmental requirements and limitations that are expected to be strictly enforced due to the environmentally sensitive conditions at the project site.

DD. The new fishing access parking area shall be constructed and available for public use prior to the use of Temporary Haul Road 1 for any borrow or material storage construction related activities.

EE. Install temporary safety fence and safety buoys around perimeter of saddle dikes and saddle dike borrow area to prevent public access.

PART 2 PRODUCTS

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PART 3 EXECUTION

County Encroachment Permits

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SECTION 01 14 16

COUNTY ENCROACHMENT PERMITS

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 SUBMITTALS

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

B. RSN 01 14 16-1, Copy of each Encroachment Permit:

1. For information.

1.03 PROJECT CONDITIONS

A. Encroachment permits are required to be obtained from both Sierra County and Nevada County.

B. The Contractor is responsible for obtaining the encroachment permits from each county and providing the necessary information to each county for county review and approval.

C. It is anticipated the counties will review, at a minimum, the following approved submittals for issuance of encroachment permits. After the Contractor receives Government approval of the following submittals, provide the following approved submittals to each county:

1. Chip Seal Paving – Road Improvement Design.

2. Traffic Control Plan – Dog Valley Road Detour.

3. Painted Traffic Lines and Markings – Certifications.

4. Painted Traffic Lines and Markings – Instructions.

D. The Government has paid the encroachment permit fee to each county. No additional fees are anticipated.

E. The Contractor shall coordinate with the COR in discussions with the counties.

F. Information provided to the counties shall be initially reviewed and approved by the Government.

G. Assume 14 days of review time is required for each county.

County Encroachment Permits

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H. If there are multiple submissions of information, assume 14 days of review for each individual submission.

PART 2 PRODUCTS

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PART 3 EXECUTION

Dam and Powerplant Operations

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SECTION 01 14 20

DAM AND POWERPLANT OPERATIONS

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 STAMPEDE DAM AND POWERPLANT OPERATIONS

A. Discharges downstream of the dam are regulated by the outlet works and powerplant outlet structures. Releases are determined by the Federal Watermaster in Reno, Nevada, in accordance with decrees and agreements governing the Truckee River system and with flood control regulations by the U.S. Army Corps of Engineers.

B. During irrigation diversions the daily changes in Truckee River flows below the dam are limited to 200 ft3/s provided this limitation does not conflict with flood control or other requirements.

C. Refer to outlet works capacity drawing for maximum releases that will determine minimum elevations for work that cannot go below.

D. The outlet works and powerplant will remain operational throughout the work.

E. Minimum release requirements downstream from the dam are based on agreements with State of California Department of Fish and Wildlife. A minimum release of 30 ft3/s is required at all times.

F. Bureau of Reclamation will maintain operational responsibility of the outlet works and powerplant throughout the work.

1.03 PROSSER CREEK DAM OPERATIONS

A. Discharges downstream of the dam are regulated by the outlet works. Releases are determined by the Federal Watermaster in Reno, Nevada, to maintain required rates of flow in the Truckee River near the state line.

B. The outlet works will remain operational throughout the work.

C. Bureau of Reclamation will maintain operational responsibility of the outlet works and powerplant throughout the work.

D. Refer to outlet works capacity drawing for maximum releases that will determine minimum elevations for work that cannot go below.

Dam and Powerplant Operations

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PART 2 PRODUCTS

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PART 3 EXECUTION

Project Coordination

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SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 CONCURRENT WORK

A. Operation of reservoir by United States Bureau of Reclamation (Reclamation).

B. Operation and maintenance of dams, powerplant, and appurtenant facilities by Reclamation personnel.

C. Operation and maintenance of recreation facilities by United States Forest Service

(USFS).

1.03 OTHER CONTRACTS

A. There are no known current contracts or future contracts anticipated to affect the work.

However, the Contractor shall coordinate with work of other contractors, as identified by the COR, or other Government agencies in the vicinity, or with reservations made by the Government for use of such land as indicated in Coordination, Article 3.01 below.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 COORDINATION

A. Cooperate and coordinate with other contractors as identified by the COR, USFS, Sierra County and Nevada County on the use of access routes; use of recreational facilities; use of water supplies; use of staging areas; maintaining roads, maintaining dust-free operations; complying with environmental requirements; complying with permit requirements and abiding by applicable safety regulations.

B. Contractor will not coordinate with USFS. Coordination necessary between the Contractor and USFS will be performed by COR.

Project Coordination

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C. Coordination is required to ensure safe crossing of roads, concurrent use of local access roads, road closures, and to minimize impacts to the public’s use of recreational facilities.

D. Conduct, document, and send out minutes for weekly construction coordination meetings to be held with Government agencies and other onsite affected contractors identified by the COR. The meetings will discuss status of work, planned work and necessary coordination, status of submittals, and compliance with quality, safety, environment, and security.

Design Coordination Meeting

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SECTION 01 31 22

DESIGN COORDINATION MEETING

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 SUBMITTALS

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

B. RSN 01 31 22-1, Design Coordination Meeting Information:

1. Date and time of meeting and proposed attendees.

2. Preliminary layout drawings of MSE Crest Structure and Vehicular Barrier/Pedestrian Guardrail.

1.03 SPECIFICATION DRAWINGS

A. AUTOCAD files of MSE wall drawings are available to Contractor. With at least 14 days’ notice, Government will make these files available to Contractor.

1.04 COORDINATION MEETING

A. Design Coordination Meeting:

1. Date: Prior to submission of the MSE Crest Structure Design Submittal.

a. Coordinate date and time of meeting with COR.

2. Location: Coordinate location of meeting with COR.

3. Purpose:

a. Jointly review technical requirements of the specification and the Contractor’s preliminary design of the Mechanically Stabilized Earth (MSE) Crest Structure and Vehicular Barrier/Pedestrian Guardrail System.

b. Jointly review Contractor’s plans for shipping, storage, installation, and on-site construction procedures for the MSE Crest Structure, including:

1) Name and qualifications of MSE manufacturer’s installation engineer to be onsite.

4. Attendees: Responsible engineering representatives who understand these specifications with respect to technical requirements, features to be furnished and constructed, and coordination necessary to complete design.

Design Coordination Meeting

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5. Within 40 calendar days after conclusion of meeting, Government will furnish Contractor a letter regarding items discussed at meeting with enclosed copies of pertinent drawings and data marked with Government’s comments.

PART 2 PRODUCTS

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PART 3 EXECUTION

Contract Document Management System

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SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Contract Document Management System:

1. Lump sum price offered in the Price Schedule.

1.02 DEFINITIONS

A. CDMS – Contract Document Management System.

B. RFI - Request for Information.

C. RFP - Request for Proposals.

D. RFC – Request for Change.

E. PM – Project Manager.

F. CO – Contracting Officer.

G. COR – Contracting Officer’s Representative.

1.03 QUALIFICATIONS

A. The system provider shall have at least 5 years of experience in providing the services required by this Section.

1.04 SCOPE

A. The CDMS shall generate, store, track, categorize and manage all construction documentation. Construction Documentation includes, but is not limited to: Submittals (typically .pdf files of text documents or drawings); RFIs, RFCs, and RFPs; Contractor Proposals; Value Engineering Change Proposals; Invoices and Progress Payments;

Construction Schedules; Meeting Agendas and Meeting Minutes; Correspondence;

Memos and Deficiency Notices; Contract Modifications and similar documents.

Documentation may be prepared by the Construction Contractor or by Reclamation.

B. Reclamation shall be able to easily access documents and to track when documents were received or returned, as well as determine the status of the documents. Reclamation shall be able to generate reports that list and sort the documents by status as well as generate alerts when documents requiring review exceed allowable review time. Document

01 31 30 - 2 generation shall include submittals and RFIs, responses, Meeting Minutes, RFCs, RFPs, and correspondence.

C. Documents may be generated by either the Contractor or by Reclamation. Each party needs the capability to maintain document security within its organization unless/until it chooses to share it with the other party. Once documents are shared, they shall be secured so that no changes can occur without a record of the changes being made. The CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format. The documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

PART 2 PRODUCTS

2.01 WORK FLOW SYSTEM

A. EADOC software as developed by EADOC LLC, 436 14th Street, Suite 150, Oakland, CA 94612, 510-903-9658, eadocsoftware.com, or equal, with the capability of meeting the salient characteristics and requirements contained in Article 1.04 and Article 3.01 of this Section.

PART 3 EXECUTION

3.01 REQUIREMENTS

A. Document Access:

1. Web-based document storage where all project construction documents are stored and may be accessed by authorized organizations and individuals via an internet site.

2. Accessed via Web Browser from any computer including remote sites with internet access. Compatible with Apple Safari, Mozilla Firefox, and Internet Explorer.

3. Ability to upload documents in a variety of formats including but not limited to Word, Excel, Adobe Acrobat, MS Project, Primavera 6.0 or higher, AutoCad 2015 or higher, and Contract Manager, and make them available to users for download. Documents shall be grouped into separate categories.

4. Reclamation Project Manager (PM) or other authorized user shall be able to create and modify project properties.

5. Email notifications shall be automatically sent to selectable users when new documents are submitted or available for viewing.

6. Print and Export all reports as pdf or printer friendly HTML, also exportable to Excel, XML, or CSV.

7. Ability to link from an item listed in a report directly to that item by selecting it.

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8. Ability to link files

B. Document Security and Backup:

1. SSL Encryption for secured data exchange between the browser and server to enable secure access to all documents and information.

2. Information security within and between organizations: Documents generated within an organization shall remain secure within that organization unless/until shared with other organization(s).

3. Project manager for each organization shall have capabilities to assign users within their organization to a project and to assign user rights which control access to documents based on user class and document type.

4. Backup/Archiving to FTP site of all documents to which an organization has access on a regular (minimum monthly) basis. Backups shall be in PDF format.

5. Tracking of all data changes including who entered or changed data and date change was made.

6. Ability to tell when reviewer has opened/read an item.

C. Submittal Tracking and Control:

1. Standard submittal form shall be provided to enter information. Contractor shall be able to enter submittal summary information including but not limited to required submittal number, title, description, and specification section and then upload submittal data in electronic format (Word or .pdf).

2. Ability to create multi-item submittal packages with separate per-item review status, transmittals, and re-submittals.

3. Software shall track date received, date returned, and status. Status designations can be modified to fit Reclamation standard designations.

4. Provide Submittal Transmittal form for PM to enter review comments and action taken.

5. Allow for PM to: Route submittal to third parties by generating design-review transmittals with each submittal package item; track the status of individual sub-items within the submittal package; and route each sub-item to the appropriate reviewers.

6. Ability to track the date the submittal/re-submittal was submitted and responded to, with automatic notification after specified number of days without response.

D. RFI Tracking and Control:

1. Provide standard RFI form to enter information.

2. Ability to attach documents to the RFI form and/or create links to other documents within the CDMS.

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3. Ability for PM to route RFI to the appropriate reviewers and for reviewers to enter comments into standard response form.

E. Contract Modifications:

1. Provide standard Contractor Proposal form with ability to attach documents and link to other documents within the CDMS.

2. Provide ability to upload Reclamation’s standard Contract Modification and RFP forms to enter information.

3. Ability to attach documents to these forms, and link to other documents within the

CDMS.

4. Ability to track date CMF issued and date responded to, with automatic notification after specified days without response.

F. Correspondence:

1. Ability to generate letters to or from Contractor or Reclamation, to attach documents to the letters, and to reference other documents within the CDMS.

System shall automatically assign sequential letter numbers.

2. Ability to generate responses to memos. System shall automatically generate memo suffixes, for example, the first response to Memo 32 shall be 32.1, second response shall be 32.2, etc.

3. Ability to generate Meeting Agendas and Meeting Minutes and to attach documents to the Minutes. System shall automatically assign sequential meeting numbers.

4. Official correspondence from Reclamation to Contractor shall contain Reclamation’s official letterhead and corresponding logos.

G. Miscellaneous Tracking and Controls:

1. Ability to generate logs tracking: RFIs, RFCs, RFPs, Submittals, Memos, survey requests, plant inspection reports, and testing reports.

2. Ability to filter logs based on criteria; for example, for Submittals: Specification Section, Days Out, Status; for RFI’s: Days out, Status, Specification Section/Dwg. No., Responsibility.

3. Ability to sort Logs based on criteria, for example, for Submittal: Specification Section, Days Out, Status, or other…