FA5685-15-R-0006_Attachment_1_-_Project_Specifications.pdf

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SUPPORT GROUP

BASE CIVIL ENGINEER

INCIRLIK AIR BASE, TURKIYE

FA5685-10-D-0003, DO: 0024

PROJECT NO. LJYC 10-6001

CNS EOD FACILITY

Specifications

CORRECTED FINAL SUBMITTAL

APRIL 2015

TMA mühendislik ltd.

CNS EOD Facility LJYC 10-6001

SECTION 01 11 01.00 40 Page 1

SECTION 01 11 00.00 40

SUMMARY OF WORK

PART 1 GENERAL

These specifications are based on United Facilities Guide Specifications (UFGS) and refer to

Codes and Standards of the USA. Unless these Codes are specified to be mandatory, equivalent

European and or Turkish Codes and Standards shall be applicable, subject to the approval of the Contracting Officer.

1.1 SUMMARY

The work to be performed under this project consists of providing the labor, equipment, and materials as shown on the Contract Documents.

The work includes but not limited to the following. See design drawings for further information.

1. Demolition of existing facility 115 c/w all foundation and all utility connections and adjacent concrete pavements.

2. Construct a new building with following features;

a. Steel structure with reinforced concrete foundation, slab on grade, trapezoidal insulated sheet metal sidind,roofing and exterior steel escape stair.

b. Construct new steel open shed.

c. Two storey office area and maintenance area with mezzanine.

d. Total airconditioning or ventilation.

e. Solar panels for domestic hot water system with rooftop supporting and maintenance platform.

f. Telephone and data communication facilities.

g. Lightning protection and grounding system.

h. A vehicle bay section with tall overhead rolling doors.

3. Construct ATFP walls and two crash barriers around the building.

4. Hardscaping and landscaping around the building.

5. Access roads, sidewalks and parking access.

6. Necessary utility connections for the building including;

a. Water supply with post indicator valve,

b. Storm surface, subsurface and foundation drainage system,

c. New sewer line connecting to the existing sewer system.

d. New Electrical lines in the ductbanks, The contract drawings, which accompany this specification, are a part of the Contract

Documents.

1.2 EXISTING WORK

Protect existing vegetation, utilities, pavement and improvements.

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

SECTION 01 11 01.00 40 Page 2

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a

"G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the

Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests

Utility Connection Requests

Welding Permits

1.4 CONTRACT DRAWINGS

Contract drawings are as follows:

T1 1 OF 176 TITLE SHEET / COVER SHEET

T2 2 OF 176 TITLE SHEET / PROJECT INDEX—1

T3 3 OF 176 TITLE SHEET / PROJECT INDEX-2

C1 4 OF 176 CIVIL, GENERAL NOTES

C2 5 OF 176 CIVIL, TOPOGRAPHICAL SURVEY GENERAL PLAN

C3 6 OF 176 CIVIL, TOPOGRAPHICAL SURVEY PARTIAL PLAN

C4 7 OF 171 CIVIL, DEMOLITION PLAN

C5 8 OF 176 CIVIL, GRADING PLAN

C6 9 OF 176 CIVIL, GRADING SECTIONS A, B

C7 10 OF 176 CIVIL, GRADING SECTIONS C, D+

C8 11 OF 176 CIVIL, GRADING SECTIONS +D, E, F,

C9 12 OF 176 CIVIL, GRADING SECTIONS G, H

C10 13 OF 176 CIVIL, NEW GENERAL LAYOUT PLAN

C11 14 OF 176 CIVIL, NEW SITE LAYOUT PARTIAL PLAN—1

C12 15 OF 176 CIVIL, NEW SITE LAYOUT PARTIAL PLAN—2

C13 15 OF 176 CIVIL, DOMESTIC WATER SYSTEM PLAN

C14 17 OF 176 CIVIL, STORM WATER SYSTEM PLAN

C15 18 OF 176 CIVIL, STORM WATER SYSTEM PROFILE

C16 19 OF 176 CIVIL, SANITARY SYSTEM PLAN

C17 20 OF 176 CIVIL, SANITARY SYSTEM PROFILE

C18 21 OF 176 CIVIL, STANDARD DETAILS—1

C19 22 OF 176 CIVIL, STANDARD DETAILS—2

C20 23 OF 176 CIVIL, STANDARD DETAILS—3

C21 24 OF 176 CIVIL, STANDARD DETAILS—4

C22 25 OF 176 CIVIL, STANDARD DETAILS—5

C23 26 OF 176 CIVIL, STANDARD DETAILS—6

C24 27 OF 176 CIVIL, STANDARD DETAILS—7

C25 28 OF 176 CIVIL, STANDARD DETAILS—8

C26 29 OF 176 CIVIL, STANDARD DETAILS—9

C27 30 OF 176 CIVIL, STANDARD DETAILS—10

C28 31 OF 176 CIVIL, STANDARD DETAILS-11

C://SPECINTACT/JOBS/BLDG500F/prntdata/01%2033%2000.doc

SECTION 01 11 01.00 40 Page 3

C29 32 OF 176 CIVIL, EXCAVATION PLAN

C30 33 OF 176 CIVIL, EXCAVATION SECTIONS 1

C31 34 OF 176 CIVIL, EXCAVATION SECTION 2

C32 35 OF 176 CIVIL, NEW PAVEMENT JOINT PLAN

L1 36 OF 176 LANDSCAPE, LANDSCAPE PLAN

A1 37 OF 176 ARCHITECTURAL, EXISTING EOD BUILDING (FAC. 115)

GROUND AND FIRST FLOOR DEMOLITION PLANS

A2 38 OF 176 ARCHITECTURAL, EXISTING EOD BUILDING (FAC. 115) EXISTING SECTIONS AND

SYSTEM DETAIL, DEMOLITION WORKS

A3 39 OF 176 ARCHITECTURAL, NEW GROUND FLOOR PLAN

A4 40 OF 176 ARCHITECTURAL, FIRST FLOOR PLAN

A5 41 OF 176 ARCHITECTURAL, ROOF PLAN

A6 42 OF 176 ARCHITECTURAL, ROOF DETAILS

A7 43 OF 176 ARCHITECTURAL, ELEVATIONS-1

A8 44 OF 176 ARCHITECTURAL, ELEVATIONS-2

A9 45 OF 176 ARCHITECTURAL, SECTIONS

A10 46 OF 176 ARCHITECTURAL, INTERIOR&EXTERIOR FINISH SCHEDULE

A11 47 OF 176 ARCHITECTURAL, GROUND FLOOR SUSPENDED CEILING PLAN

A12 48 OF 176 ARCHITECTURAL, FIRST FLOOR NEW SUSPENDED CEILING PLAN AND DETAIL

A13 49 OF 176 ARCHITECTURAL, DOOR AND WINDOW DETAILS—1

A14 50 OF 176 ARCHITECTURAL, DOOR AND WINDOW DETAILS—2

A15 51 OF 176 ARCHITECTURAL, DOOR AND WINDOW DETAILS—3

A16 52 OF 176 ARCHITECTURAL, DOOR AND WINDOW DETAILS—4

A17 53 OF 176 ARCHITECTURAL, DOOR AND WINDOW DETAILS—5

A18 54 OF 176 ARCHITECTURAL, DOOR AND WINDOW DETAILS—6

A19 55 OF 176 ARCHITECTURAL, DOOR, WINDOW SCHEDULE AND HARDWARE LIST

A20 56 OF 176 ARCHITECTURAL, WET SPACES 1

A21 57 OF 176 ARCHITECTURAL, WET SPACES 2

A22 58 OF 176 ARCHITECTURAL, WET SPACES 3

A23 59 OF 176 ARCHITECTURAL, KITCHENETTE PLAN AND SECTIONS

A24 60 OF 176 ARCHITECTURAL, NEW COUNTER PLAN, SECTION AND ELEVATION

A25 61 OF 176 ARCHITECTURAL, SYSYEM SECTIONS

A26 62 OF 176 ARCHITECTURAL, WALL DETAILS

A27 63 OF 176 ARCHITECTURAL, STEEL CANOPY PLAN AND SECTIONS

A28 64 OF 176 ARCHITECTURAL, STEEL CANOPY ELEVATIONS AND DETAILS

A29 65 OF 176 ARCHITECTURAL, DETAILS 1

A30 66 OF 176 ARCHITECTURAL, DETAILS 2

A31 67 OF 176 ARCHITECTURAL, TRAINING ROOM PLAN AND DETAILS

A32 68 OF 176 ARCHITECTURAL, TRAINING ROOM SECTION AND DETAILS

A33 69 OF 176 ARCHITECTURAL, A/C UNIT EQUIPMENT PAD PLAN AND SECTION

A34 70 OF 176 ARCHITECTURAL, A/C UNIT EQUIPMENT ELEVATIONS AND DETAILS

CS1 71 OF 176 FIRE SAFETY, GROUND FLOOR FIRE SAFETY AND LIFE SAFETY PLAN

CS2 72 OF 176 FIRE SAFETY, FIRST FLOOR FIRE SAFETY AND LIFE SAFETY PLAN

S1 73 OF 176 STRUCTURAL, GENERAL NOTES

S2 74 OF 176 STRUCTURAL, FOUNDATION FORMWORK PLAN

S3 75 OF 176 STRUCTURAL, FOUNDATION SECTIONS

S4 76 OF 176 STRUCTURAL, SLAB ON GRADE JOINT PLAN

S5 77 OF 176 STRUCTURAL, SLAB ON GRADE SECTIONS & DETAILS

S6 78 OF 176 STRUCTURAL, FOUNDATION DETAILS 1/14

S7 79 OF 176 STRUCTURAL, FOUNDATION DETAILS 2/14

SECTION 01 11 01.00 40 Page 4

S8 80 OF 176 STRUCTURAL, FOUNDATION DETAILS 3/14

S9 81 OF 176 STRUCTURAL, FOUNDATION DETAILS 4/14

S10 82 OF 176 STRUCTURAL, FOUNDATION DETAILS 5/14

S11 83 OF 176 STRUCTURAL, FOUNDATION DETAILS 6/14

S12 84 OF 176 STRUCTURAL, FOUNDATION DETAILS 7/14

S13 85 OF 176 STRUCTURAL, FOUNDATION DETAILS 8/14

S14 86 OF 176 STRUCTURAL, FOUNDATION DETAILS 9/14

S15 87 OF 176 STRUCTURAL, FOUNDATION DETAILS 10/14

S16 88 OF 176 STRUCTURAL, FOUNDATION DETAILS 11/14

S17 89 OF 176 STRUCTURAL, FOUNDATION DETAILS 12/14

S18 90 OF 176 STRUCTURAL, FOUNDATION DETAILS 13/14

S19 91 OF 176 STRUCTURAL, FOUNDATION DETAILS 14/14

S20 92 OF 176 STRUCTURAL, STANDARDS STRUCTURAL DETAILS AND NOTES

S21 93 OF 176 STRUCTURAL, STEEL COLUMN APPLICATION PLAN

S22 94 OF 176 STRUCTURAL, STEEL FORMWORK PLAN (+3.50 LEVEL)

S23 95 OF 176 STRUCTURAL, STEEL ROOF PLAN—1

S24 96 OF 176 STRUCTURAL, STEEL ROOF PLAN—2

S25 97 OF 176 STRUCTURAL, SECTION A—A

S26 98 OF 176 STRUCTURAL, ELEVATIONS—1

S27 99 OF 176 STRUCTURAL, ELEVATIONS—2

S28 100 OF 176 STRUCTURAL, SECTIONS AND ELEVATIONS

S29 101 OF 176 STRUCTURAL, SECTIONS AND ELEVATIONS

S30 102 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—1

S31 103 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—2

S32 104 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—3

S33 105 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—4

S34 106 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—5

S35 107 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—6

S36 108 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—7

S37 109 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—8

S38 110 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—9

S39 111 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—10

S40 112 OF 176 STRUCTURAL, STEEL CONNECTION DETAILS—11

S41 113 OF 176 STRUCTURAL, M1 STAIR PLAN, SECTION AND DETAILS

S42 114 OF 176 STRUCTURAL, M2 STAIR PLAN, SECTION AND DETAILS

S43 115 OF 176 STRUCTURAL, M3 & M4 STAIR PLAN, SECTION AND DETAILS

S44 116 OF 176 STRUCTURAL, SOLAR PANEL ARRANGEMENT PLAN AND ELEVATION

S45 117 OF 176 STRUCTURAL, STEEL CANOPY FORMWORK, ROOF PLAN AND DETAIL

S46 118 OF 176 STRUCTURAL, STEEL CANOPY FOUNDATION REINFORCEMENT PLAN AND SECTIONS

FP1 119 OF 176 FIRE PROTECTION, NOTES AND LEGEND

FP2 120 OF 176 FIRE PROTECTION, HAZARD DESIGNATIONS, GROUND FLOOR

FP3 121 OF 176 FIRE PROTECTION, HAZARD DESIGNATIONS, FIRST FLOOR

FP4 122 OF 176 FIRE PROTECTION, GROUND FLOOR SPRINKLER SYSTEM PLAN

FP5 123 OF 176 FIRE PROTECTION, FIRST FLOOR SPRINKLER SYSTEM PLAN

FP6 124 OF 176 FIRE PROTECTION, SPRINKLER SYSTEM SECTIONS

FP7 125 OF 176 FIRE PROTECTION, SPRINKLER SYSTEM ISOMETRIC VIEWS

FP8 126 OF 176 FIRE PROTECTION, FIRE PUMP ROOM 3D VIEW

FP8 127 OF 176 FIRE PROTECTION, SPRINKLER SYSTEM FIRE PUMP ROOM AND CONNECTION

DETAILS

M1 128 OF 176 MECHANICAL, LEGEND

M2 129 OF 176 MECHANICAL, GENERAL NOTES

M3 130 OF 176 MECHANICAL, GROUND FLOOR HVAC PIPING PLAN

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M4 131 OF 176 MECHANICAL, FIRST FLOOR HVAC PIPING PLAN

M5 132 OF 176 MECHANICAL, GROUND FLOOR AIR DISTRIBUTION PLAN

M6 133 OF 176 MECHANICAL, FIRST FLOOR AIR DISTRIBUTION PLAN

M7 134 OF 176 MECHANICAL, EQUIPMENT LIST—1

M8 135 OF 176 MECHANICAL, EQUIPMENT LIST—2

M9 136 OF 176 MECHANICAL, HOT WATER GENERATION FLOW DIAGRAM

M10 137 OF 176 MECHANICAL, DETAILS—1

M11 138 OF 176 MECHANICAL, DETAILS—2

P1 139 OF 176 PLUMBING, LEGEND, PLUMBING NOTES AND FIXTURE SCHEDULE

P2 140 OF 176 PLUMBING, DOMESTIC WATER PLAN

P3 141 OF 176 PLUMBING, WASTE WATER PLAN

P4 142 OF 176 PLUMBING, DOMESTIC AND WASTE WATER RISER DIAGRAMS

P5 143 OF 176 PLUMBING, PLUMBING DETAILS

E1 144 OF 176 ELECTRICAL, LEGEND

E2 145 OF 176 ELECTRICAL, GENERAL NOTES

E3 146 OF 176 ELECTRICAL, SITE PLAN

E4 147 OF 176 ELECTRICAL, GROUND FLOOR LIGHTING PLAN

E5 148 OF 176 ELECTRICAL, FIRST FLOOR LIGHTING PLAN

E6 149 OF 176 ELECTRICAL, FIXTURE SCHEDULE AND NOTES

E7 150 OF 176 ELECTRICAL, GROUND FLOOR POWER DISTRIBUTION PLAN

E8 151 OF 176 ELECTRICAL, GROUND FLOOR RECEPTACLE DISTRIBUTION PLAN

E9 152 OF 176 ELECTRICAL, FIRST FLOOR POWER DISTRIBUTION PLAN AND EXISTING

SINGLE LINE DIAGRAM

E10 153 OF 176 ELECTRICAL, FIRST FLOOR POWER DISTRIBUTION PLAN

E11 154 OF 176 ELECTRICAL, SINGLE LINE DIAGRAMS -1

E12 155 OF 176 ELECTRICAL, SINGLE LINE DIAGRAMS -2

E13 156 OF 176 ELECTRICAL, SINGLE LINE DIAGRAMS -3

E14 157 OF 176 ELECTRICAL, SINGLE LINE DIAGRAMS -4

E15 158 OF 176 ELECTRICAL, STANDARD DETAILS 1

E16 159 OF 176 ELECTRICAL, STANDARD DETAILS 2

E17 160 OF 176 ELECTRICAL, STANDARD DETAILS 3

E18 161 OF 176 ELECTRICAL, STANDARD DETAILS 4

E19 162 OF 176 ELECTRICAL, GROUND FLOOR FIRE ALARM AND MASS NOTIFICATION

SYSTEM PLAN

E20 163 OF 176 ELECTRICAL, FIRST FLOOR FIRE ALARM PLAN

E21 164 OF 176 ELECTRICAL, FIRE ALARM RISER DIAGRAM

E22 165 OF 176 ELECTRICAL, IN/OUT MATRIX AND DETAILS

E23 166 OF 176 ELECTRICAL, EQUIPMENT SCHEDULE AND FIRE ALARM NOTES

E24 167 OF 176 ELECTRICAL, GROUND FLOOR COMMUNICATION PLAN

E25 168 OF 176 ELECTRICAL, FIRST FLOOR COMMUNICATION PLAN

E26 169 OF 176 ELECTRICAL, COMMUNICATION RISER DIAGRAM

E27 170 OF 176 ELECTRICAL, COMMUNICATION NOTES AND DETAILS

E28 171 OF 176 ELECTRICAL, LIGHTNING PROTECTION PLAN

E29 172 OF 176 ELECTRICAL, LIGHTNING PROTECTION ELEVATIONS - I

E30 173 OF 176 ELECTRICAL, LIGHTNING PROTECTION ELEVATIONS - II

E31 174 OF 176 ELECTRICAL, DETAILS - I

E32 175 OF 176 ELECTRICAL, DETAILS - II

E33 176 OF 176 ELECTRICAL, LIGHTNING PROTECTION DETAILS

SECTION 01 11 01.00 40 Page 6

A CD copy of contract drawings, maps, blank cost estimates, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.5 WORK RESCHEDULING

Contractor shall allow for delays where construction activity is prohibitive. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work shall be from 07:30 a.m. to 16:30 p.m., Monday through Friday.

Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.5.1 WEATHER DELAYS

The performance period listed in the contract does not include expected weather delays. The expected weather delays will be added when Construction Notice to Proceed is issued using the chart below.

Historical Average Rain Days - Incirlik AB, Turkey (1973-2003)

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

#Days GE 0.01 9 9 9 8 6 3 1 1 2 5 6 10

Prior to issuing the notice proceed, the above chart will be used to determine the historical average number of rain days during the performance period. Then the Government and

Contractor will agree on the expected total days of weather delays based on the total days of expected rain and taking into account weather impact to this type of project and rain days that will occur on non-working days. When the Construction Notice to Proceed is issued, the performance period will include the original performance period plus plus the number of work days expected to be impacted by weather.

In order for the contract to be extended for severe weather, the contractor must demonstrate that the total actual rain days during the project has exceeded the total historical average rain days for the project period which was determined prior to Construction Notice to Proceed.

1.5.2 WORK IN RESTRICTED AREAS

Contractors performing work in restricted areas will encounter temporary delays and full exclusion days due to mission requirements. The contractor should prepare their proposals and schedules with the expectation that there will be 8.5 work days of delays for every 50 scheduled calendar days during the total contract period. The Contractor will also experience shorter work hours due to access requirements in the morning and evening.

1.6 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 GOVERNMENT FURNISHED PROPERTY

Government will furnish to the Contractor the following property to be incorporated or installed in the work, or used in its performance. Such property will be furnished Free On

Board (F.O.B.) at the salvage receiving point shown in the table below.

SECTION 01 11 01.00 40 Page 7

ITEM DESCRIPTION QTY DATE AVAILABLE SALVAGE RECEIVING

POINT

380/220-201/120 V

Transformer

Following completion of the construction of the building the existing transformer will be taken from the existing building to be demolished.

Incirlik AB

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Contractor shall furnish any additional quantities required.

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utiity Connection Requests

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting

Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.8.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE

Welding Permits Daily from Fire Department

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

Any burning of trash or rubbish shall be done in strict compliance with requirements established by the authority having jurisdiction.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the

Government.

SECTION 01 11 01.00 40 Page 8

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the

Government designated storage area.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting

Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Contractor shall be ready for operation as approved by Contracting Officer before work is started.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Identification Badges

Identification badges, if required, will be furnished without charge. Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the

Contracting Officer.

1.2.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.2.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Shipyard Regulations

Not used.

1.2.3 Entry to Radiologically Controlled Areas

Not used.

SECTION 01 14 00 Page 2

1.2.3.1 Radioactive Materials and Equipment

Not used.

1.2.4 Working Hours

Regular working hours shall consist of an 8 1/2 hour period, Monday through Friday, excluding

Government holidays.

1.2.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.6 Occupied Building

The Contractor shall be working in an existing building which is occupied. Do not enter the building without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and

Government material located in the facility during the construction period.

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in their original locations upon completion of the work. Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

1.2.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work

Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting

Officer giving reasonable advance notice when such operation is required.

1.2.8 SHIPYARD AREA WORK CLEARANCE REQUEST

Not Used.

1.2.8.1 Shipyard Hazardous Areas

Not Used.

SECTION 01 14 00 Page 3

1.2.9 RESTRICTIONS ON USE OF YELLOW, ORANGE-YELLOW, RED, AND MAGENTA MATERIALS

The use of yellow, yellow-orange, red and magenta materials for the following purposes is prohibited: sheeting, tarpaulins, polyethylene bottles or other containers, tapes, bags, banding of identification marks on tools, and boundary markers such as ribbons. Obtain

Contracting Officer's prior approval for use of such colored materials for other purposes, such as buried vapor barrier membranes.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 01.00 10 Page 1

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a

"G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G

1.2 QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experienced in scheduling projects similar in nature to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the

Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the

Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the

Contracting Officer, without additional cost to the Government. In this circumstance, the

Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

SECTION 01 32 01.00 10 Page 2

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the

Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update or qualified scheduling personnel will result in an inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the

Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the

Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule.

Scheduling software that meets the activity coding structure defined in the Standard Data

Exchange Format (SDEF) in ER 1-1-11 and Primavera Project Planner (P3) by Primavera, and Open

Plan by Deltek

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule.

Prepare the Project Schedule using the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the

Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities shall have Original Durations (OD) greater than 20 work days or 30 calendar days.

Procurement activities are defined herein.

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities:

submit, approve, procure, fabricate, and deliver.

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3.3.2.3 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission, review and acceptance of design packages.

b. Submission of mechanical/electrical/information systems layout drawings.

c. Submission and approval of O & M manuals.

d. Submission and approval of as-built drawings.

e. Submission and approval of 1354 data and installed equipment lists.

f. Submission and approval of testing and air balance (TAB).

g. Submission of TAB specialist design review report.

h. Submission and approval of fire protection specialist.

i. Submission and approval of testing and balancing of HVAC plus commissioning plans and data. Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with ECB 2005-10.

j. Air and water balancing.

k. HVAC commissioning.

l. Controls testing plan submission.

m. Controls testing.

n. Performance Verification testing.

o. Other systems testing, if required.

p. Contractor's pre-final inspection.

q. Correction of punchlist from Contractor's pre-final inspection.

r. Government's pre-final inspection.

s. Correction of punch list from Government's pre-final inspection.

t. Final inspection.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress. These activities include, but are not limited to: approvals, inspections, utility tie-in, Government Furnished

Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.5 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or

Government agency responsible for performing the activity. Activities coded with a Government

Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Equipment

(GFE) and Notice to Proceed (NTP) for phasing requirements. Code all activities not coded with a Government Responsibility Code to the Prime Contractor or Subcontractor responsible to perform the work. Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record); ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

Unacceptable code values are abbreviations of the names of subcontractors.

3.3.2.6 Activity Work Area Coding

Assign Work Area code to activities based upon the work area in which the activity occurs.

Define work areas based on resource constraints or space constraints that would preclude a

SECTION 01 32 01.00 10 Page 4 resource, such as a particular trade or craft work crew, from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings. Activities shall not have more than one

Work Area Code. Not all activities are required to be Work Area coded. A lack of Work Area coding will indicate the activity is not resource or space constrained.

3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA) Coding (MODF)

Assign Activity code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by the Contracting Officer, with a Contract

Changes/REA Code. Key all Code values to the Government's modification numbering system. Any activity or sequence of activities added to the schedule as a result of alleged constructive changes made by the Government may be added to a copy of the current schedule, subject to the approval of the Contracting Officer. Assign Activity codes for these activities with a

Contract Changes/REA Code. Key the code values to the Contractor's numbering system.

Approval to add these activities does not necessarily mean the Government accepts responsibility and therefore liability for such activities and any associated impacts to the schedule, but rather the Government recognizes such activities are appropriately added to the schedule for the purposes of maintaining a realistic and meaningful schedule. Such activities shall not be Responsibility Coded to the Government unless approved. An activity shall not have more than one Contract Changes/REA Code.

3.3.2.8 Contract Line Item (CLIN) Coding (BIDI)

Code all activities to the CLIN on the Contract Line Item Schedule to which the activity belongs. An activity shall not contain more than one CLIN Item Code. CLIN Item code all activities, even when an activity is not cost loaded.

3.3.2.9 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities based upon the phase of work in which the activity occurs. Code activities to a Construction Phase. Code fast track construction phases proposed by the Contractor to allow filtering and organizing the schedule by fast track design and construction packages. If the contract specifies construction phasing with separately defined performance periods, identify a Construction Phase Code to allow filtering and organizing the schedule accordingly. Each activity shall be identified with a single project phase and have only one Phase of Work code.

3.3.2.10 Category of Work Coding (CATW)

Assign Category of Work Code to all Activities based upon the category of work to which the activity belongs. Category of Work Code must include, but is not limited to: construction submittal approvals, Acceptance, Procurement, Fabrication, Delivery, Weather Sensitive

Installation, Non-Weather Sensitive Installation, Start-Up, Test and Turnover. Assign a

Category of Work Code to each activity. Each activity shall have only one Category of Work

Code.

3.3.2.11 Definable Features of Work Coding (FOW1, FOW2, FOW3)

Assign a Definable Feature of Work Code to appropriate activities based on the definable feature of work to which the activity belongs. Definable Feature of Work is defined in

Specification Section 01 45 04.00 10 CONTRACTOR QUALITY CONTROL. An activity shall not have more than one Definable Feature of Work Code. Not all activities are required to be Definable

Feature of Work Coded.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required contract completion date.

The contract completion activity (End Project) shall finish based on the required contract file:///C:/Users/turhanb.TMAMUHEN/specifications/Jobs/LJYC091009/prntdata/01%2045%2004.00%2010.doc

SECTION 01 32 01.00 10 Page 5 duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is acknowledged by the

Contractor. Schedule activities on a calendar to which the activity logically belongs.

Activities may be assigned to a 7 day calendar when the contract assigns calendar day durations for the activity such as a Government Acceptance activity. If the Contractor intends to perform physical work less than seven days per week, schedule the associated activities on a calendar with non-work periods identified including weekends and holidays.

Assign the Category of Work Code - Weather Sensitive Installation to those activities that are weather sensitive. Original durations must account for anticipated normal adverse weather.

The Government will interpret all work periods not identified as non-work periods on each calendar as meaning the Contractor intends to perform work during those periods.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"( or NTP).

The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Schedule Constraints and Open Ended Logic

Constrain completion of the last activity in the schedule by the contract completion date.

Schedule calculations shall result in a negative float when the calculated early finish date of the last activity is later than the contract completion date. Include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the contract completion date for the project, and with a zero day duration or by using the "project must finish by" date in the scheduling software.

The schedule shall have no constrained dates other than those specified in the contract. The use of artificial float constraints such as "zero fee float" or "zero total float" are typically prohibited. There shall only be 2 open ended activities: Start Project (or NTP) with no predecessor logic and End Project with no successor logic.

3.3.3.3 Early Project Completion

In the event the Preliminary or Initial project schedule calculates an early completion date of the last activity prior to the contract completion date, the Contractor shall identify those activities that it intends to accelerate and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. The last activity shall have a late finish constraint equal to the contract completion date and the schedule will calculate positive float. The Government will not approve an early completion schedule with zero float on the longest path. The Government is under no obligation to accelerate activities for which it is responsible to support a proposed early contract completion.

3.3.4 Interim Completion Dates

Constrain contractually specified interim completion dates to show negative float when the calculated early finish date of the last activity in that phase is later than the specified interim completion date.

3.3.4.1 Start Phase

Include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the NTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

Include as the last activity for a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the specified completion date for that phase and a zero day duration.

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3.3.4.3 Phase "X" Hammock

Include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" hammock activity shall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Do not automatically update Actual Start and Finish dates with default mechanisms that may be included in the scheduling software. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process shall match those dates provided from Contractor Quality

Control Reports. Failure of the Contractor to document the AS and AF dates on the Daily

Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's updated schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes.

Updating of the percent complete and the remaining duration of any activity shall be independent functions. Disable program features which calculate one of these parameters from the other.

3.3.6 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence

Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting

Officer. Propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Correct out of sequence progress that continues for more than two update cycles by logic revision, as approved by the Contracting Officer.

3.3.7 Negative Lags and Start to Finish Relationships

Lag durations contained in the project schedule shall not have a negative value. Do not use

Start to Finish (SF) relationships.

3.3.8 Calculation Mode

Schedule calculations shall retain the logic between predecessors and successors even when the successor activity starts and the predecessor activity has not finished. Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") will not be allowed.

3.3.9 Milestones

The schedule must include milestone activities for each significant project event including but not limited to: milestone activities for each fast track design package released for construction; design complete; foundation/substructure construction complete; superstructure construction complete; building dry-in or enclosure complete to allow the initiation of finish activities; permanent power complete; and building systems commissioning complete.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.

3.4.1 Preliminary Project Schedule Submission

Submit the Preliminary Project Schedule, defining the Contractor's planned operations for the first 90 calendar days for approval within 15 calendar days after the NTP is acknowledged.

SECTION 01 32 01.00 10 Page 7

The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. Detail it for the first 90 calendar days.

It may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as previously specified. The Preliminary Project

Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required Plan and Program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, the planned submissions of all early design packages, permitting activities, design review conference activities and other non-construction activities intended to occur within the first 90 calendar days. Schedule any construction activities planned for the first 90 calendar days after NTP. Constrain planned construction activities by Government acceptance of the associated design package(s) and all other specified Program and Plan approvals. Activity code any activities that are summary in nature after the first 90 calendar days with Responsibility Code (RESP) and Feature of Work code (FOW1, FOW2, FOW3).

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 42 calendar days after NTP. The schedule shall demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. The Initial Schedule shall be at a reasonable level of detail as determined by the Contracting Officer.

3.4.3 Design Package Schedule Submission

With each design package submitted to the Government, submit a frag-net schedule extracted from the then current Preliminary, Initial or Updated schedule which covers the activities associated with that Design Package including construction, procurement and permitting activities.

3.4.4 Periodic Schedule Updates

Based on the result of the meeting, specified in PERIODIC SCHEDULE UPDATE MEETINGS, submit periodic schedule updates. These submissions will enable the Contracting Officer to assess

Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.4.5 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-

1-11, Appendix A. This exact structure is mandatory, even if some fields are not used. A template SDEF compatible schedule backup file (sdef.prx) is available on the QCS website:

www.rmssupport.com. The SDEF format is as follows:

Field Activity

Code Length Description

1 WRKP 3 Workers per Day

2 RESP 4 Responsible Party (e.g. GC, subcontractor, USACE)

3 AREA 4 Area of Work

4 MODF 6 Modification or REA number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of Work

7 CATW 1 Category of Work

8 FOW1 10 Feature of Work (used up to 10 characters in length)

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9 FOW2 10 Feature of Work (used up to 20 characters in length)

10 FOW3 10 Feature of Work (used up to 30 characters in length)

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule, Initial Schedule, and every Periodic

Schedule Update throughout the life of the project:

3.5.1 Data CD's

Provide two sets of data CD's containing the project schedule in the backup format. Each CD shall also contain all previous update backup files. File medium shall be CD. Label each CD indicating the type of schedule (Preliminary, Initial, Update), full contract number, Data

Date and file name. Each schedule shall have a unique file name as determined by the

Contractor.

3.5.2 Narrative Report

Provide a Narrative Report with the Preliminary, Initial, and each Periodic Update of the project schedule, as the basis of the progress payment request. The Narrative Report shall include: a description of activities along the 2 most critical paths where the total float is less than or equal to 20 work days, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken. The narrative report is expected to communicate to the Government, the

Contractor's thorough analysis of the schedule output and its plans to compensate for any problems, either current or potential, which are revealed through that analysis. Identify and explain why any activities that, based their calculated late dates, should have either started or finished during the update period but did not.

3.5.3 Approved Changes Verification

Include only those project schedule changes in the schedule submission that have been previously approved by the Contracting Officer. The Narrative Report shall specifically reference, on an activity by activity basis, all changes made since the previous period and relate each change to documented, approved schedule changes.

3.5.4 Schedule Reports

The format, filtering, organizing and sorting for each schedule report shall be as directed by the Contracting Officer. Typically reports shall contain: Activity Numbers, Activity

Description, Original Duration, Remaining Duration, Early Start Date, Early Finish Date, Late

Start Date, Late Finish Date, Total Float, Actual Start Date, Actual Finish Date, and Percent

Complete. The following lists typical reports that will be requested. One or all of these reports may be requested for each schedule submission.

3.5.4.1 Activity Report

A list of all activities sorted according to activity number.

3.5.4.2 Logic Report

A list of detailed predecessor and successor activities for every activity in ascending order by activity number.

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3.5.4.3…