Amendment_No._0003.pdf

(x)

R17PS00792

x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

10/14/2017003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/02/2017

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Bull Lake Dam Spillway Modifications, Riverton Unit, Pick-Sloan Missouri Basin Program, Wyoming

See attachment for changes incorporated by this amendment:

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Gerri Voto-Braun

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

R17PS00792

Amendment No. 003

Description of Changes:

1. In Part I – The Schedule, remove Continuation of Section B – Supplies or Services and Prices in its entirety and substitute therefor the attached revised Continuation of Section B – Supplies or Services and Prices.

2. In Part I – The Schedule, remove Section 01 32 10 – Construction Program in its entirety and substitute therefor the attached revised Section 01 32 10.

3. In Part I – The Schedule, Section 01 71 20 – Surveying, remove Page 01 71 20-1 and 017 71 20- 2 and substitute therefor the attached revised page 01 71 20-1 and 01 71 20-2.

4. In Part I – The Schedule, Section 03 30 00 – Cast-In-Place Concrete, remove pages 03 30 00-19 through 03 30 00-42 and substitute therefor the attached revised pages 03 30 00 -19 through 03 30 00-42.

5. In Part I – The Schedule, Section 09 96 20 – Coatings, remove page 09 96 20-1 and 09 96 20-2 and substitute therefor the attached revised page 09 96 20-1 and 09 96 20-2.

6. In Part I – The Schedule, remove Section 31 09 22 – Protecting and Repairing Existing Piezometers in its entirety and substitute therefor the attached revised Section 31 09 22.

7. In Part I – The Schedule, remove Section 31 24 16 – Zone 5, Rockfill in its entirety and substitute therefor the attached revised Section 31 24 16.

8. In Part I – The Schedule, Section 32 31 10 – Chain Link Fence, remove page 32 31 10-5 and 32 31 10-6 and substitute therefor the attached revised page 32 31 10-5 and 32 31 10-5

9. In Part I – The Schedule, Section 33 46 36 – HDPE Drains, Outfalls and Cleanouts, remove page

33 46 36-9 and 33 46 36-10 and substitute therefor the attached revised page 33 46 36-9 and 33 46 36-10.

10. In Part I – The Schedule, Section 5 2 00 00 – Drawings, remove page 52 00 00-9 and 52 00 00-

10 and substitute therefor the attached revised page 52 00 00-9 and 52 00 00-10.

11. In Part I – The Schedule, Section 5 2 00 00 – Drawings, remove page 52 00 00-21 and 52 00 00- 22 and substitute therefor the attached revised page 52 00 00-21 and 52 00 00-22.

12. In Part I – The Schedule, Section 52 00 00 – Drawings, remove the following drawings, and substitute therefor the attached, same numbered drawings:

Sheet No. Drawing No.

38 1236-D-54, Revised 09/22/17 70 1236-D-95, Revised 09/29/17

13. In Part I – The Schedule, Section 52 00 00 – Drawings, Sheet No. 81A, Drawing No. 1236-D- 60004 is hereby incorporated into and made a part of the solicitation.

14. In Part I – The Schedule, remove Section 53 10 00 – Geotechnical Baseline Conditions in its entirety and substitute therefor the attached revised Section 53 10 00.

15. In Part II – Contract Clauses, Section I – Contract Clauses, remove pages I-41 and I-42 and substitute therefor the attached revised pages I-41 through I-44.

16. In Part IV – Representations, Certifications and Instructions, Section L – Instructions, Conditions and Notices to Offerors, remove page L-15 and L-16 and substitute therefor the attached revised page L-15 and L-16.

17. In Part IV – Representations, Certifications and Instructions, remove Section M – Evaluation

Factors for Award in its entirety and substitute therefor the attached revised Section M.

For convenience, essential changes on the revised solicitation pages are indicated by a vertical line in the margin where lines or paragraphs changed from the previous version. However, all portions of the revised solicitation pages shall apply whether changes thereon have or have not been indicated.

Acknowledgement: See Block 11 above regarding how to acknowledge this amendment. The Government must receive the acknowledgement at the place designated for receipt of bids (See Block 10 of the Standard Form 1442).

Receipt of Proposals: The hour and date for receipt of proposals has been extended to 2:00 PM (MST) November 17, 2017. There will be no further extensions.

Third Party: If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

A list of contractor questions and their respective answers are attached for information only.

The Government anticipates there will be at least one additional amendment with questions and answers for this solicitation. The Government will not address any questions received after COB on October 20, 2017.

THIS PAGE INTENTIONALLY LEFT BLANK

Bull Lake Dam Spillway Modifications Amendment No. 003 Riverton Unit, Wyoming Solicitation No. R17PS00792

Price Schedule Revised B - 1

CONTINUATION OF SECTION B – SUPPLIES OR SERVICES AND PRICES

BULL LAKE DAM SPILLWAY MODIFICATIONS

RIVERTON UNIT, WYOMING

PICK-SLOAN MISSOURI BASIN PROGRAM

B.1 PRICE SCHEDULE

(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.

(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

1 WBR

1452.232

-81

Mobilization and Preparatory Work

For the lump sum of $

2 01 41 00 Tribal Employment Rights Ordinance (TERO)

For the lump sum of $

3 01 55 00 Temporary Access Roadways, Haul Routes, and Parking

For the lump sum of $

4 02 41 07 Removal and Disposal of Existing Features

For the lump sum of $

5 02 43 34 Bridge Repair and Relocation

For the lump sum of $

Revised B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

6 02 83 33 Removal and Disposal of Materials Containing Heavy Metals

For the lump sum of $

7 02 89 30 Removal and Disposal of Equipment Coated with Coal Tar Products

For the lump sum of $

8 03 15 12 PVC Waterstops 2,900 lin ft $ $

9 03 15 14 PVC Waterstop - Cutoff Wall/Crest Structure

115 lin ft $ $

10 03 20 00 Concrete Reinforcing 1,600,000 lb $ $

11 03 30 00 Cast-In-Place Concrete 9,600 yd3 $ $

12 05 50 00 Metal Fabrications For the lump sum of $

13 07 21 20 Extruded Polystyrene Rigid Foam Insulation

5,300 ft2 $ $

14 07 92 00 Joint Sealants For the lump sum of $

15 09 96 20 Coatings 610 ft2 $ $

16 31 02 10 Water for Dust Abatement For the lump sum of $

17 31 03 12 Temporary Creek Crossing For the lump sum of $

18 31 03 23 Temporary Cofferdam Construction

For the lump sum of $

19 31 03 23 Cofferdam Construction For the lump sum of $

20 31 03 33 Removal and Control of Water

Revised B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

21 31 03 33 Dewatering Specialist and Assistants

For the lump sum of $

22 31 09 10 Abandoning Existing Instrumentation

For the lump sum of $

23 31 09 12 Temporary Inclinometers For the lump sum of $

24 31 09 22 Piezometer Protection For the lump sum of $

25 31 09 26 Embankment Measurement Points

44 each $ $

26 31 09 26 Spillway Measurement Points

69 each $ $

27 31 14 10 Stripping 43 acres $ $

28 31 23 15 Excavating Existing Riprap For the lump sum of $

29 31 23 15 Excavating Existing Rockfill

For the lump sum of $

30 31 23 17 Excavation for Existing Spillway Removal

25,000 yd3 $ $

31 31 23 17 Excavation for New Spillway

180,000 yd3 $ $

32 31 24 11 Zone 1, Impervious Fill 16,000 yd3 $ $

33 31 24 12 Zone 1A, Miscellaneous Fill 60,000 yd3 $ $

34 31 24 13 Zone 2, Sand Filter Material 11,500 yd3 $ $

35 31 24 14 Zone 3, Gravel Material 10,000 yd3 $ $

36 31 24 15 Zone 4, Bentonite-Treated Earthfill

125 yd3 $ $

Revised B - 4

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

37 31 24 15 Sodium Bentonite for Bentonite-Treated Earthfill

19 tons $ $

38 31 24 16 Zone 5, Rockfill 3,200 yd3 $ $

39 31 32 32 Geotextile 1,800 yd2 $ $

40 31 34 19 Geogrid Reinforcement 1,800 yd2 $ $

41 31 37 10 Riprap 14,000 yd3 $ $

42 31 51 13 Soil Nail Walls, Existing Spillway

For the lump sum of $

43 31 56 20 Secant Pile Cutoff Wall 2,100 lin ft $ $

44 32 15 10 Gravel Surfacing 630 yd3 $ $

45 32 31 10 Chain Link Fence For the lump sum of $

46 32 91 19 Placing Topsoil 42.5 acres $ $

46A 32 91 19 Placing Wetland Topsoil 0.5 acres $ $

47 32 91 60 Topsoil Erosion Control Matting

13,500 yd2 $ $

47A 32 91 60 Wetland Topsoil Erosion Control Matting

2,300 yd2 $ $

48 32 92 20 Seeding 42.5 acres $ $

48A 32 92 20 Wetland Bench Area Seeding

0.5 acres $ $

49 33 46 04 Abandoning Existing Drain Pipes

Revised B - 5

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

50 33 46 36 4-inch-Diameter Nonperforated HDPE Air Vent Pipe

71 lin ft $ $

51 33 46 36 6-inch-Diameter Nonperforated HDPE Pipe

720 lin ft $ $

52 33 46 36 6-inch-Diameter Perforated HDPE Pipe

3,200 lin ft $ $

53 33 46 36 12-inch-Diameter Nonperforated HDPE Toe Drain and Foundation Drain Pipe

340 lin ft $ $

54 33 46 36 12-inch-Diameter Perforated HDPE Toe Drain Pipe and Foundation Drain Pipe

240 lin ft $ $

55 33 46 36 Drain Cleanouts 16 each $ $

56 33 46 37 Protecting and Repairing Existing Toe Drains

For the lump sum of $

57 33 46 38 Weir Boxes 3 each $ $

58 34 71 15 Precast Concrete Vehicle Barriers

1,500 lin ft $ $

TOTAL FOR PRICE SCHEDULE $_________________

END OF PRICE SCHEDULE

Revised B - 6

This page intentionally left blank.

Construction Program Revised 01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

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. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual

1.03 DEFINITIONS

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

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

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Oracle Primavera P6 Professional Project Management.

2. Furnish schedule and analysis data on CD-ROM or DVD disc.

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

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

Revised 01 32 10 - 2

1. Designation of authorized representative to develop and maintain Construction Program.

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Primavera layout files (.plf).

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

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

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

g. Narrative explanation of project schedule development. Include impacts of resource limitations and weather conditions on project schedule development.

h. Cash flow reports.

i. Activity value report.

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

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27 - Prompt Payment for Construction Contracts and WBR 1452.232-82 - Other Invoice Requirements. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27 - Prompt Payment for Construction Contracts, Government disapproval of this submittal will be considered failure of the Contractor to comply with contract requirements and payment due date will be delayed until 14 days after submittal contents are approved.

2. Include:

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

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

c. Primavera layout files (.plf).

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

e. Narrative report specifically stating status of project.

1) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed

Revised 01 32 10 - 3 course of action to complete the project within the specified delivery time. When float changed from previous month’s updated schedule, explain reason for change.

2) List of Contractor-initiated changes to current schedule stating reason for action taken and unresolved issues relating to the Construction Program. Government reserves the right to reject Contractor-initiated changes to current schedule which negatively impact Government action which was initiated on the basis of current schedule.

f. Cash flow reports.

g. Activity value report.

h. Submittal register:

1) List submittals as listed in Table 01 33 00A - List of Submittals.

2) Update Submittal Register monthly to include submittals and revised submittals with dates and status.

3) This register document is separate from scheduling database.

E. RSN 01 32 10-4, Time Impact Analysis:

1. Include:

a. Construction Program database with proposed revised activity and milestone data.

b. Proposed revised schedule due to change or delay. Highlight added, changed, or deleted activities.

c. Primavera layout files (.plf).

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

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

A. Representative: Experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules. Experience shall include scheduling for at least two other projects of comparable complexity and Primavera P6 training offered by certified instructors.

1.06 GENERAL

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

Revised 01 32 10 - 4

1.07 SCHEDULES

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

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

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by Work Breakdown Structure, (WBS). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

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

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; funding constraints in accordance with the clause at WBR 1452.232-80, Limitation of Funds; and relevant specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

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

6. Adjust Construction Program/schedule for seasonal weather conditions.

7. Define activities to the level of detail resulting in their durations being no greater than 20 workdays.

a. Durations for administrative activities, (e.g. submittals and reviews), fabrication, manufacturing, and typical level of effort activities, (e.g.

dewatering, storm water management), will not be subject to workday duration limitation.

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR. Assign Government submittal review activities to a 7 day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number, (RSN), in activity description.

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

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

11. For each activity on Gantt chart, display identification number, activity description, planned duration, start date, finish date, total float, and calendar identification.

Revised 01 32 10 - 5

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

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

14. Use durations in units of whole workdays.

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

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

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

B. Cost-Loading Schedule:

1. Cost loading is defined as Contractor earnings based on payments from Government to contractor.

2. Input contract values as Expenses planned costs in Primavera P6 database.

3. Allocate contract value to schedule activities per CLIN amounts in accordance with contract requirements and Measurement and Payment statements in specifications.

4. Assign values to appropriate activities. Total of activity values equal total contract value. Every activity does not require a value. Examples of activities that typically have no value are submittals, submittal reviews, and manufacturing.

5. Include separate schedule activities to properly depict correct amount and timing of payment, if necessary, such as Deliver activities.

6. Generate Cash flow reports showing estimated monthly earned value of activities.

a. Report showing each activity cash flow for project duration.

b. Report showing cumulative monthly cash flow for project duration.

7. Generate Activity value report showing value of each activity.

8. Assign contract values for contract modification activities.

C. 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.

Revised 01 32 10 - 6

D. Updated Schedule:

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

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

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

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

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

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

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

1.08 TIME IMPACT ANALYSIS

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

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

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

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

3. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed contract milestone dates.

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

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

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

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

Revised 01 32 10 - 7

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

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

1) Activity description.

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

3) Activity duration.

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

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

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

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

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

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

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

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

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

B. Updated Schedules:

1. Submit updated Construction Program schedule monthly.

2. Submit updated schedule at least 7 days prior to submission of each invoice request for progress payment.

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

Revised 01 32 10 - 8

4. The COR will schedule pre-submittal meeting with the Contractor’s representative each month to review draft updated schedule prior to the Contractor submitting RSN 01 32 10-3, Updated Schedule.

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

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

1.10 FAILURE TO COMPLY

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Surveying

Revised 01 71 20 - 1

SECTION 01 71 20

SURVEYING

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. GPS: Global Positioning System.

B. TPS: Terrestrial Positioning Systems (i.e. total stations).

1.03 SUBMITTALS

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

B. RSN 01 71 20-1, Surveying Plan:

1. Describe work layout and survey methods.

2. Include surveying schedule.

3. Include example of field records format on electronic data collection devices including metadata files.

4. Include plan for quantity surveys for bid schedule items requiring field measurement (sequence and schedule).

a. Survey of installed existing piezometers.

b. Embankment Measurement Points Survey Reports and Drawings:

1) Show locations, station and offsets, State Plane coordinates, northings and eastings, elevations for each installation as initially constructed.

c. Spillway Measurement Points Survey Reports and Drawings:

1) Show locations, station and offsets, State Plane coordinates, northings and eastings, elevations for each installation as initially constructed.

C. RSN 01 71 20-2, Resumes:

1. Professional Land Surveyor or Professional Engineer responsible for supervising and directing survey work.

2. Construction surveyor.

Surveying

Revised 01 71 20 - 2

D. RSN 01 71 20-3, Accuracy Check Results:

1. Accuracy check of Government-established primary control.

E. RSN 01 71 20-4, Completed and Reduced Survey Notes:

1. Copy of completed and reduced survey notes (electronic or paper) for a survey or portion of survey. If electronic, include metadata files.

2. Field records on electronic data collection devices: Include electronic files and paper copies of notes.

F. RSN 01 71 20-5, Quantity Survey Notes and Computations:

1. Include itemized statement for work covered by notes and computations.

a. Include electronic files that support calculations (i.e. dwg, ASCII, dems, landXML).

2. When progress payment invoice includes unit priced pay item that surveys required for computing quantities, this submittal, as approved by COR, is part of documentation required for a proper invoice for progress payments in accordance with paragraph (a)(2)(xi) of the clause at FAR 52.232-27 - Prompt Payment for Construction Contracts.

G. RSN 01 71 20-6, Workday's Survey Notes:

1. Copies when requested by Government.

1.04 PRIMARY CONTROL

A. The Government has established primary control to be used for establishing work lines and grades.

B. Primary control consists of bench marks and horizontal control points in work vicinity as shown on the drawings.

C. Survey data are based on the following datums:

1. Horizontal: Project Coordinates are grid (State Plane), in U.S. Survey Feet, referenced to Wyoming West Central Zone 1983 North American Datum (NAD 83 (CORS 2011), (EPOCH:2010.0000). See drawing 1236-D-15 for details.

2. Vertical: Bull Lake Dam (Local) vertical datum based on U.S.R.S. Benchmark, Elev. 5,869.19 feet. Local datum is based off of NAVD88, Geoid 2012A minus

17.129 U.S. Survey Feet.

3. Datums to be verified by Contractor.

D. Check and verify primary control and resolve discrepancies with Government before beginning work.

Cast-In-Place Concrete Revised 03 30 00 - 19

2. Do not discontinue temperature monitoring or remove insulation until temperature at outside face is within 35 degrees F of lowest ambient temperature in 24 hour period.

3. Internally cool concrete as necessary.

4. Evaluate temperature records daily and adjust temperature control methods as necessary.

E. If internal concrete temperatures or concrete temperature differentials exceed specified limits, revise RSMC Temperature Control Plan and resubmit for approval prior to further placements.

3.03 CONCRETE TEST SLAB

A. Provide to COR at least 14 day advance notice of placing concrete test slab.

B. Batch concrete in presence of COR.

C. Construct concrete test slab in presence of COR.

D. Admixtures added on site shall be in the presence of and as approved by COR.

E. The COR will determine when the contractor has demonstrated successful completion of the finishing and curing methods of the test slab and can begin placing project concrete.

F. Size: Test slab shall be minimum 100 square feet and minimum 3 inches thick.

G. Location: May use mud slab placement for Concrete Test Slab or other location determined suitable by the COR.

H. Concrete Mix:

1. Concrete test slab shall use the approved RSMC concrete mix.

2. Concrete test slab mix shall come from the same batch plant and use the same material sources as the approved RSMC concrete mix.

3.04 PLACING

A. Notify COR at least 24 hours before placing concrete.

B. Do not place concrete without approval of the COR.

C. Place concrete in presence of COR.

D. The placing of flatwork concrete for the spillway floor shall be performed under direct supervision of a Craftsman certified as ACI Concrete Flatwork Finisher.

E. Do not use aluminum pipes and chutes for placing or pumping concrete.

Revised 03 30 00 - 20

F. Adding water to concrete batch at site will be allowed only once, when approved by the COR and per the following:

1. Additional water shall be added before concrete is discharged.

2. Do not exceed specified water to cement ratio.

3. After water is added, concrete shall be mixed for at least 30 revolutions of mixer drum at mixing speed.

4. Record added water on the batch ticket to nearest gallon.

G. Adding air entraining admixtures to concrete batch at site will be allowed only, once when approved by the COR and per the following:

1. After air entraining admixture is added, concrete shall be mixed for minimum of 30 revolutions of mixer drum at mixing speed.

2. Take slump and air content after air-entraining admixture addition and additional revolutions.

3. Record added air entraining admixture on batch ticket to nearest ounce.

H. Do not use concrete which has become so stiff that concrete cannot be properly placed.

I. Place formed concrete in continuous, approximately horizontal layers. Do not exceed 20 inches in depth of layers.

J. Vibrate concrete until concrete has been consolidated to maximum practical density, is free from pockets of coarse aggregate, and closes snugly against surfaces of forms and embedded materials.

K. Hot Weather:

1. Place concrete in accordance with ACI 305.1.

2. Protect reinforcing steel so that steel temperature does not exceed ambient air temperature immediately before placing concrete.

3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete.

Keep subgrade moisture uniform without puddles or dry areas.

L. Cold Weather:

1. Place concrete in accordance with ACI 306.1.

2. Do not place concrete on frozen subgrade or subgrade containing frozen materials.

3.05 FINISHING

A. Notify COR before finishing concrete.

B. Finish concrete in presence of Government inspector unless inspection is waived in each specific case.

Revised 03 30 00 - 21

C. Finishing of flatwork concrete for the spillway floor shall be performed under direct supervision of a Craftsman certified as ACI Concrete Flatwork Finisher.

D. Finish surfaces as specified in Table 03 30 00G – Formed Surfaces and Table 03 30 00H

– Unformed Surfaces.

E. Where finishes are not specified or shown on drawings for a particular surface, finish concrete as specified for similar work.

F. Formed Surfaces:

1. Finish class is designated by symbols F1, F2, and F3.

2. Finish F1:

a. Applies to formed surfaces to be covered by fill material, grout, or concrete, and construction joint surfaces as specified in Table 03 30 00G – Formed Surfaces.

b. Protect form tie rod ends on surfaces in contact with fill material from moisture where they will be below water table or waterline.

1) Recess tie rod ends and fill recess with dry pack or other material approved by COR.

c. Cut off flush with formed surface form tie rod ends on surfaces in contact with concrete or fill material and above maximum water table or waterline elevation.

3. Finish F2:

a. Applies to exposed formed surfaces not permanently concealed by fill material, grout, or concrete, and not required to receive finish F3 or F4, and to contraction joint surfaces and expansion joint surfaces as specified in Table 03 30 00G – Formed Surfaces.

1) Recess tie rod ends and fill recess with dry pack or other material approved by COR.

4. Finish F3:

a. Applies to formed surfaces with special appearance requirements, such as surfaces exposed to view, and not required to receive finish F4, as specified in Table 03 30 00G - Formed Surfaces.

b. After required patching and correction of imperfections has been completed, sack rub surface as follows:

1) Thoroughly wet surface and sack rub while surface is still damp.

2) Use mortar consisting of 1 part cement; 2 parts, by volume, of sand passing No. 16 screen; and enough water so that mortar has consistency of thick cream. Blend standard cement with white cement as necessary to obtain color which will match surrounding concrete surface.

Revised 03 30 00 - 22

3) Thoroughly rub mortar over area with clean burlap or sponge rubber float to fill pits, bugholes, and other defects.

4) While mortar in pits is still plastic, rub surface with dry mix of above proportions and material to remove excess plastic material and place enough dry material in pits to stiffen and solidify mortar so that filling will be flush with surface. Remove material remaining on surface except material within pits.

5) Continue curing surface as specified.

G. Unformed Surfaces:

1. Do not use dry portland cement or additional water during finishing.

2. Do not use “jitterbugs” or other tools to force coarse aggregate away from surface.

3. Finish class is designated by symbols U1, U2, or broom finish.

4. Finish U1 (Screeded Finish):

a. Applies to unformed surfaces to be covered by fill material, grout, or concrete as specified in Table 03 30 00H - Unformed Surfaces.

b. Use as first stage of finish U2 and U3.

c. After concrete is placed and consolidated, strike off and level concrete to produce even uniform surface.

5. Finish U2 (Floated Finish):

a. Applies to unformed surfaces not permanently concealed by fill material, grout, or concrete, and not required to receive finish U3, as specified in Table 03 30 00H – Unformed Surfaces.

b. Begin floating as soon as screeded surface has sufficiently stiffened and bleed water sheen has disappeared.

c. Use hand- or power-driven equipment.

d. Finish surface with minimum floating necessary to produce surface that is free of screed marks and is uniform in texture.

6. Broomed finish:

a. Apply broom finish immediately after concrete receives U2 finish.

b. Edge transverse joints before brooming.

c. Produce a scored surface by brooming with fiber-bristle brush in direction transverse to that of traffic with adjacent strokes slightly overlapping.

d. Finished surface shall have uniform appearance and shall be free of abrupt corrugation exceeding 1/8 inch in depth.

e. Brooming shall eliminate flat surface left by the surface face of the edger.

Revised 03 30 00 - 23

7. Slope interior surfaces for drainage where shown on drawings or as determined by COR. Slope surfaces exposed to weather for drainage as determined by COR.

8. Slope narrow surfaces, such as tops of walls and curbs, approximately 3/8 inch per foot of width, unless use of other slopes or level surface is indicated on drawings or is determined by the COR.

9. Slope broader surfaces; such as walks, platform, and decks; approximately 1/4 inch per foot unless use of other slopes or level surfaces is indicated on drawings or is determined by the COR

3.06 JOINTS AND EDGES

A. Construction Joints (CJ):

1. Construction joints are joints which are purposely placed in concrete to facilitate construction, reduce initial shrinkage stresses and cracks, allow time for installation of embedded metalwork, or allow for subsequent placing of other concrete.

2. Bond is required at construction joints regardless of whether or not reinforcement is continuous across joint.

3. Locate construction joints where shown on drawings.

4. Clean, roughen, and surface dry surfaces of construction joints to be covered with fresh concrete. See Part 3, Article 3.01 PREPARATION.

5. Do not use a mortar layer on construction joints.

B. Control Joints (Ct.J):

1. Control joints are joints placed in concrete to provide for control of initial shrinkage stresses and cracks of monolithic units.

2. Construct control joints so no bond exists between concrete surfaces forming the joint.

a. Construct control joints by placing concrete on one side of joint and allowing it to set before concrete is placed on other side of joint.

b. Coat surface of concrete first placed at control joint with curing compound that prevents bond before placing concrete on other side of joint.

3. Reinforcement is continuous across control joints

C. Contraction Joints (Cr.J):

1. Contraction joints are joints placed in concrete to provide for volumetric shrinkage of a monolithic unit or movement between monolithic units.

2. Construct contraction joints so no bond exists between concrete surfaces forming the joint.

Revised 03 30 00 - 24

a. Construct contraction joints by placing concrete on one side of joint and allowing it to set before concrete is placed on other side of joint.

b. Coat surface of concrete first placed at contraction joint with curing compound that prevents bond before placing concrete on other side of joint.

3. Except as provided for dowels, reinforcement is not continuous across a contraction joint.

D. Expansion Joints (EJ):

1. Cut sponge rubber joint filler to size and shape of joint surface to receive filler.

2. Adhere filler to concrete in accordance with adhesive manufacturer's recommendations.

3. Butt sections of filler with tight-fitting butt joints to prevent mortar from seeping through joint.

E. Saw-cut Joints:

1. Saw-cut joints shall be completed within 24 hours following concrete placement.

2. Joints shall have straight, sharp edges and cut to minimum width possible with type of saw used.

3. Minimum depth of saw-cuts shall be 1/4 of depth of concrete unless otherwise indicated on the drawings.

4. Dry-cut saw cutting is not permitted.

F. Edges:

1. Permanently exposed concrete, except slabs and top edges of curbs: Chamfer edges with 45-degree bevel 3/4 inch by 3/4 inch; unless otherwise shown on drawings.

2. Exposed edges of slabs and top edges of curbs: Tool to radius of 1/4 inch.

G. Preformed joints consisting of plastic or metal strips not allowed.

3.07 STRUCTURAL DEVIATIONS AND SURFACE TOLERANCES

A. Structural deviations are defined as allowable variations from specified lines, grades, and dimensions.

B. Surface tolerances are defined as maximum allowable magnitude of surface irregularities.

C. Specified structural deviations and surface tolerances are consistent with modern construction practice and governed by effects that permissible variations may have upon a structure. COR reserves the right to diminish specified structural deviations and surface tolerances where such variations impair structural action, operational function, or architectural appearance of a structure or portion of structure.

Revised 03 30 00 - 25

D. Construct concrete within stated variations even though more than one may be specified.

1. Specified variation for one element of a structure will not apply when it will permit another element of same structure to exceed its allowable variation.

2. Where variations are not specified or shown on drawings for a particular structure, variations shall be those specified for similar work. As an exception to clause at FAR 52.236-21 “Specifications and Drawings for Construction,” specific tolerances shown on drawings in connection with dimension shall govern.

E. Structural Deviations:

1. Check variations from specified lines, grades, and dimensions in hardened concrete to determine that structures are within tolerances specified in Table 03 30 00C - Deviations from Specified Lines, Grades, and Dimensions.

2. Variation is distance between actual position of structure or element of structure and specified position in plan for structure or particular element.

a. Plus or minus variations, shown as (±), indicate a permitted actual position up or down and in or out from specified position in plan.

b. Variations not designated as (+) or (-) indicate maximum deviation permitted between designated successive points on completed element of construction.

3. Specified position in plan is defined as lines, grades, and dimensions described in these specifications, and shown on drawings.

Table 03 30 00C - Deviations from Specified Lines, Grades, And Dimensions

E. DAM STRUCTURES

1. Footings for walls and similar members:

(a) Variation in length and width of dimensions from those specified

(b) Horizontal misplacement or eccentricity

(c) Reduction in thickness from that specified

-1/2 inch +2 inches

2 percent of footing width indirection of misplacement but not more than 2 inches

5 percent of specified thickness not to exceed 1 inch

Revised 03 30 00 - 26

Table 03 30 00C - Deviations from Specified Lines, Grades, And Dimensions

2. Variation of controlling dimensions for each structure from specified position in plan with reference to dam axis:

(a) Overall dimensions

Exposed: ±1 inch Buried: ±2-1/2 inches

3. Variation from centerline specified in plan for spillway:

(a) For overall length, except for buried construction ...

(b) For buried construction

(c) For any span less than 20 feet except for buried construction

±1 inch

± 2 inches

±1/2 inch

4. Variation from specified grade for spillway:

(a) For crest of structures

(b) For all other surfaces

(c) For any span less than 10 feet

1/2 inch

Revised 03 30 00 - 27

Table 03 30 00C - Deviations from Specified Lines, Grades, And Dimensions

5. Variation from plumb, specified batter, or specified curved profile for lines and surfaces of columns, walls, piers, buttresses, arch sections, vertical joint grooves, and arrises:

(a) Exposed construction,

(1) When overall height of line or surface is:

Less than 10 feet 10 feet or more

(2) For any two successive intermediate points on the line or surface separated by:

10 to 20 feet, inclusive More than 20 feet

(b) Buried construction:

(1) When overall height of line or surface is:

(2) For any two successive intermediate points on the line or surface separated by:

±3/4 inch

3/4 inch

±1-1/2 inch

1 inch 1-1/2 inch

Revised 03 30 00 - 28

Table 03 30 00C - Deviations from Specified Lines, Grades, And Dimensions

6. Variation from level or specified grades for slabs, other than bridge deck; beams, soffits, horizontal joint grooves, and arrises:

(a) Exposed construction:

(1) When overall length of line or surface is:

(2) For any two successive points on the line or surface separated by:

(b) Buried construction:

(1) When overall length of line or surface is:

(2) For any two successive points on the line or surface separated by:

±1/4 inch

1/4 inch

1 inch

7. Variation in cross-sectional dimensions from those specified for columns, beams, buttresses, piers, and similar members

-1/4 inch +1/2 inch

8. Variation in thickness of slabs, other than bridge deck:

walls, arch sections, and similar members from that specified

-1/4 inch +1/2 inch

9. Variation from plumb or level for invert and sidewalls of each stoplog guide, and for similar watertight joints:

(a) When overall length of line is:

Less than 10 feet 10 feet or more

(b) For any two successive intermediate points on the line or surface separated by:

10 to 20 feet, inclusive More than 20 feet

±1/8 inch ±3/4 inch

1/8 inch 3/4 inch

Revised 03 30 00 - 29

Table 03 30 00C - Deviations from Specified Lines, Grades, And Dimensions

10. Variation from that specified in distance between vertical sidewalls of stoplog guides

±1/2 inch

11. Variation in location from specified position in plan of sleeves, floor openings, and wall openings

12. Variation in sizes from those specified for sleeves, floor openings, and wall openings

±1/4 inch

13 Variation from that specified in thickness of bridge slab. -1/8 inch +1/2 inch

F. Surface Irregularities:

1. Bulges, depressions, and offsets are defined as surface irregularities or roughness.

2. Surface irregularities are classified as “abrupt” or “gradual” and allowable tolerances are specified in Table 03 30 00D - Surface Tolerances.

a. A surface tolerance is designated by a capital “T” followed by a number 1 through 5.

b. Surface tolerance designations are separate from surface finishes and structural deviations.

3. Abrupt surface irregularities:

a. Abrupt surface irregularities are defined as offsets such as those caused by misplaced or loose forms in which maximum dimension of irregularity perpendicular to surface is greater than maximum dimension of irregularity in plane of surface.

b. Abrupt surface irregularities include isolated surface irregularities which exceed specified gradual irregularities.

4. Gradual surface irregularities:

a. Gradual surface irregularities are defined as bulges and depressions resulting in gradual changes on surface.

b. Gradual surface irregularities are further defined as isolated undulations on surface. Maximum dimension of undulation perpendicular to surface is small relative to maximum dimension of undulation in plane of surface.

5. Check magnitude of surface irregularities of formwork and finished surfaces to ensure that surfaces are within specified tolerances.

G. Surface Tolerances:

Table 03 30 00D - Surface Tolerances Concrete surface Maximum allowable surface irregularity tolerance Abrupt Gradual

Revised 03 30 00 - 30

Table 03 30 00D - Surface Tolerances Concrete surface Maximum allowable surface irregularity tolerance Abrupt Gradual

T1 1 inch 1/4 inch/inch T2 1/2 inch 1/8 inch/inch T3 1/4 inch 1/16 inch/inch T4 1/8 inch 1/32 inch/inch T5 1/32 inch 1/120 inch/inch

H. Repair of hardened concrete not within specified tolerances:

1. The contractor shall submit a repair procedure submittal for review and approval.

Then repair hardened concrete which is not within specified tolerances to bring it within those tolerances.

2. Perform repair after consultation regarding method of repair. Notify COR as to time when repair will be performed.

3. Repair concrete which will be exposed to view in manner which will result in concrete surface with uniform appearance.

a. When grinding surfaces exposed to view, limit depth of grinding such that no aggregate particles are exposed more than 1/16 inch in cross section at finished surface.

b. Where grinding has caused or will cause exposure of aggregate particles greater than 1/16…