Specifications revised.pdf

Project # CIM-0900-4F-26-0913-02 00 01 10-1

CIM-0900-4F-26-0913-02 1

CHIPPEWA CAMPGROUND WASTEWATER 2

CHEQUAMEGON-NICOLET NATIONAL FOREST 3

PROJECT SPECIFICATIONS 4

INDEX 6

DESCRIPTION PAGE

DIVISION 01 - GENERAL REQUIREMENTS 9

Section 01 11 00 Summary of Work 01 11 00 - 1 Section 01 14 00 Work Restriction 01 14 00 - 1 - 6 Section 01 27 00 Unit Prices 01 27 00 - 1 - 2 Section 01 28 00 Mobilization 01 28 00 - 1 Section 01 31 00 Project Management and Coordination 01 31 00 - 1 - 2 Section 01 33 00 Submittal Procedures 01 33 00 - 1 - 3 Section 01 33 23 Shop Drawings, Product Data, and Samples

(Submittal Log) 01 33 23 - 1 - 4

Section 01 42 00 References 01 42 00 - 1 - 4 Section 01 45 00 Quality Control 01 45 00 - 1 - 4 Section 01 45 16.11 Concrete Quality Control 01 45 16.11 - 1 - 6 Section 01 50 00 Temporary Facilities 01 50 00 - 1 - 2 Section 01 60 00 Materials and Equipment 01 60 00 - 1 - 3 Section 01 77 00 Closeout Procedures 01 77 00 - 1 - 3

DIVISION 02 - EXISTING CONDITIONS 12

Section 02 01 00 Maintenance of Existing Conditions 02 01 00 - 1 - 3 Section 02 41 16 Structure Demolition 02 41 16 - 1 - 5 Section 02 41 19 Lagoon Abandonment and Demolition 02 42 19 - 1 - 5

DIVISION 03 - CONCRETE 15

Section 03 11 13 Structural Cast-In-Place Concrete Forming 03 11 13 - 1 - 9 Section 03 15 00 Concrete Accessories 03 15 00 - 1 - 5 Section 03 20 00 Concrete Reinforcing 03 20 00 - 1 - 5 Section 03 30 00 Cast-In-Place Concrete 03 30 00 - 1 - 22 Section 03 62 00 Non-Shrink Grouting 03 62 00 - 1 - 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION 18

Section 07 92 00 Joint Sealants 07 92 00 - 1 - 8

00 01 10-2

DIVISION 08 - OPENINGS 1

Section 08 34 59 Vault Doors 08 34 59 - 1 - 3

DIVISION 22 - PLUMBING 4

Section 22 00 00 Plumbing 22 00 00 - 1 - 21

DIVISION 26 - ELECTRICAL 7

Section 26 05 00 Basic Electrical Requirements 26 05 00 - 1 - 29 Section 26 90 02 Process Instrumentation and Control 26 90 02 - 1 - 26

DIVISION 31 - EARTHWORK 10

Section 31 05 19.13 Geosynthetics for Earthwork 31 05 19.13 -1 - 4 Section 31 11 00 Clearing and Grubbing 31 11 00 - 1 - 2 Section 31 22 00 Grading 31 22 00 - 1 - 3 Section 31 23 13 Subgrade Preparation 31 23 13 - 1 - 4 Section 31 23 16.16 Structural Excavation for Structures 31 23 16.16 - 1 - 5 Section 31 23 19 Dewatering 31 23 19 - 1 - 4 Section 31 23 23.14 Granular Fill 31 23 23.14 - 1 - 2 Section 31 23 33 Trenching and Backfilling 31 23 33 - 1 - 8 Section 31 25 00 Erosion and Sedimentation Controls 31 25 00 - 1 - 24 Section 31 37 00 Riprap 31 37 00 - 1 - 2

DIVISION 32 - EXTERIOR IMPROVEMENTS 13

Section 32 11 23 Aggregate Base Course 32 11 23 - 1 - 3 Section 32 12 16 Asphaltic Concrete Pavement 32 12 16 - 1 - 4 Section 32 31 13 Chain Link Fences and Gates 32 31 13 - 1 - 4 Section 32 84 23 Spray Irrigation System 32 84 23 - 1 - 6 Section 32 91 19.13 Topsoil Placement and Grading 32 91 19.13 - 1 - 3 Section 32 92 19 Seeding 32 92 19 - 1 - 4

DIVISION 33 - UTILITIES 16

Section 33 05 16.13 Precast Concrete Utility Structures 33 05 16.13 - 1 - 6 Section 33 05 23.13 Utility Horizontal Directional Drilling 33 05 23.13 - 1 - 7 Section 33 05 26.16 Tracer Wire 33 05 26.16 - 1 - 3 Section 33 10 00 Water Utilities 33 10 00 - 1 - 16 Section 33 31 13 Public Sanitary Utility Sewerage Pipe 33 31 13 - 1 - 10 Section 33 33 00 Low Pressure Utility Sewerage 33 33 00 - 1 - 8 Section 33 36 13 Utility Septic Tank and Effluent Wet Wells 33 36 13 - 1 - 6 Section 33 39 13 Sanitary Sewer Manholes 33 39 13 - 1 - 8

00 01 10-3

DIVISION 40 - PROCESS INTEGRATION 1

Section 40 23 23 Booster Pumps 40 23 23 - 1 - 3

DIVISION 44 - POLLUTION CONTROL EQUIPMENT 4

Section 44 42 56.21 Submersible Well Pump 44 42 56.21 - 1 - 5 Section 44 42 56.90 Self-Priming Gasoline Engine Driven Pump 44 42 56.90 - 1 - 3 Section 44 42 76.14 Sewage Combination Air Valve 44 42 76.14 - 1 - 3 Section 44 42 76.39 Trapezoidal Flumes 44 42 76.39 - 1 - 2 Section 44 44 16.20 Liquid Chlorination System 44 44 16.20 - 1 - 5 Section 44 45 16.12 Aerobic Treatment Unit 44 45 16.12 - 1 - 4

Project # CIM-0900-4F-26-0913-02 Summary of Work 01 11 00-1

SECTION 01 11 00 1

SUMMARY OF WORK 3

PART 1 GENERAL 4

1.01 APPLICABLE PROVISIONS 5

A. Applicable provisions of Division 01 shall govern work of this section. 6

1.02 APPLICABLE PUBLICATIONS (NONE) 7

1.03 DESCRIPTION OF WORK 8

A. The work includes, but is not limited to the furnishing of all labor, material, tools, 9 equipment, transportation, certificates and temporary protection necessary for, or 10 incidental to, the installation of all items shown on the construction plans and 11 demolition/removal of structures as shown on the construction plans. 12

1. Sanitary Sewer

2.

: Work encompassed by this section includes installation of 13 approximately 225 lineal feet of 8-inch gravity sanitary sewer, 845 lineal feet 14 of 6-inch gravity sanitary sewer, 5 manholes, 3 septic tank effluent pump 15 (STEP) stations, 1 septic tank effluent gravity (STEG) station, approximately 16 4200 lineal feet of 2-inch diameter low pressure sewer and associated 17 appurtenances. 18 Water/Storage/Distribution System

3.

: Work encompassed under this section 19 includes installation of a new booster pump/water treatment building, a 20 10,000 gallon water storage tank approximately, 5790 lineal feet of 4-inch 21 water main, 275 lineal feet of 2-inch copper water service, 500 lineal feet of 22 1-inch water service, 3 new water fountains, and all associated appurtenances 23 to provide a fully functioning water storage and distribution system. 24 Wastewater Treatment Facility

: Work encompassed under this section 25 includes the installation of approximately 295 lineal feet of 8-inch sanitary 26 sewer, a 9000 gallon equalization tank, an aerobic treatment unit, a 6000 27 gallon dose tank, a spray irrigation final dispersal system and complete 28 abandonment of the existing wastewater treatment lagoons. Work shall 29 include all materials, time and equipment required for 30 abandonment/demolition of existing structures including lift stations, chlorine 31 contact chamber, manholes and lagoons. 32

END OF SECTION 34

Project #CIM-0900-4F-26-0913-02 Work Restrictions and Provisions 01 14 00-1

SECTION 01 14 00 1

WORK RESTRICTIONS AND PROVISIONS 3

PART 1 GENERAL 4

1.01 APPLICABLE PROVISIONS 5

A. Applicable provisions of Division 01 shall govern work of this section. 6

1.02 APPLICABLE PUBLICATIONS 7

A. The following publications of the issues listed below, but referred to thereafter by 8 basic designation only, form a part of this specification to the extent indicated by the 9 reference thereto. 10

1. Manual on Uniform Traffic Control Devices (MUTCD) for Streets and 11

Highways, current edition. 12

1.03 DESCRIPTION OF WORK 13

A. The Government will conduct a pre-construction survey with the Contractor to 14 review and document the existing project conditions prior to construction. 15

B. The Contractor shall confine operations to those areas indicated on the Drawings. 16

C. The campground will be closed to the public during the construction except as noted 17 in the paragraph D below. 18

D. Boat Landing Access

E. The Contractor shall limit use of the premises to the work in areas indicated. 26

: The main campground access road from Forest Road 1417 to 19 the boat landing intersection and the entire boat landing access road shall remain 20 open for public ingress and egress during the construction period. The Contractor 21 shall provide, at a minimum, a single lane of traffic through the construction zone 22 along this route. The Contractor shall provide barricades, signing, flagmen as 23 necessary, to ensure safe public passage during any times when construction is 24 ongoing along this route. 25

1. Confine operations at the site to areas indicated. 27

2. Schedule deliveries to minimize on-site storage of material and equipment. 28

3. Repair damage caused by construction operations. 29

4. Take precautions to protect the public. 30

5. Space on the premises is available for the Contractor's storage and related 31 activities. 32

6. Existing materials and equipment that are removed as part of the construction 33 operations, and that are not reused or salvaged as Government property, shall 34 become the property of the Contractor and shall be promptly removed from 35 the site. 36

Project #CIM-0900-4F-26-0913-02 Work Restrictions and Provisions 01 14 00-2

1.04 GOVERNMENT OCCUPANCY 1

A. The Government will occupy the site during the construction. Cooperate with 2 Government and other Contractors during construction operations to minimize 3 conflicts and facilitate usage. Perform the Work in a manner that does not interfere 4 with the Government's operations. 5

1.05 RELATED WORK ELSEWHERE 6

A. Procurement and Contracting Requirements 7

1.06 SUBMITTALS (NONE) 8

1.07 OPERATION/MAINTENANCE MANUALS AND INSTRUCTIONS (NONE) 9

PART 2 PRODUCTS AND MATERIALS (N/A) 10

PART 3 CONSTRUCTION METHODS 11

3.01 EXAMINATIONS 12

A. Contractor shall obtain complete data at the site and inspect surfaces that are to 13 receive the work before proceeding with assembling, fitting or erecting his work 14 under this contract. The Contractor shall notify the Engineer in writing in the case of 15 discrepancies between existing work and drawings, and of any defects in surfaces that 16 are to receive the Contractor’s work. The Engineer will direct the remedy of 17 applicable surfaces. 18

B. Information pertaining to existing conditions that appear on the drawings is based on 19 available records. While such data has been collected with reasonable care, there is 20 no expressed or implied guarantee that conditions so indicated are entirely 21 representative of those actually existing or that unexpected developments may not 22 occur. All data included was provided to assist the Contractor in the investigation of 23 conditions. The Contractor is responsible for the interpretation of the data provided. 24

C. The Contractor shall become acquainted with the location of underground service, 25 utilities, structures, etc., which may be encountered or be affected by the Contractor’s 26 work, and shall be responsible for any damage caused by neglect to provide proper 27 precautions or protection. 28

D. Utility Locations. Contractor shall be responsible for locating and verifying all 29 utilities on the project and also all relocations where necessary. Typically the utilities 30 require the request for locate be made a minimum of three working days before the 31 Contractor begins work in the area. The utilities shown on the contract drawings are 32 approximate in location, depth, number, and type. 33

Project #CIM-0900-4F-26-0913-02 Work Restrictions and Provisions 01 14 00-3

E. Contractor shall verify grades, lines, levels, locations, and dimensions as shown on 1 drawings and report any errors or inconsistencies to the Engineer before commencing 2 work. Starting of work by the Contractor shall imply acceptance of existing 3 conditions. 4

3.02 STORAGE AND HANDLING 5

A. Contractor or the Contractor’s authorized representative must be present to accept 6 delivery of all equipment and material shipments. The Owner’s employees will not 7 knowingly accept, unload, or store anything delivered to the site for the Contractor’s 8 use. Inadvertent acceptance of delivered items by any representative of the Owner 9 shall not constitute acceptance or responsibility to assume all liability for any 10 equipment or material delivered to the job site. 11

B. Any material or equipment removed from the present construction shall be the 12 property of the Owner and disposition shall be as directed by the Owner or stockpiled 13 at locations shown on the contract drawings. All salvaged materials shall be removed 14 in a workmanlike manner and carefully transported to Owner’s storage area. The 15 Contractor shall coordinate the salvaging of items with the Owner. 16

C. Contractor shall confine all operations, equipment, apparatus, and storage of 17 materials to the immediate area of work to the greatest possible extent. Contractor 18 shall ascertain, observe, and comply with all rules and regulations in effect on the 19 project site, including, but not limited to parking and traffic regulations, use of walks, 20 security restrictions and hours of allowable ingress and egress. 21

D. The storage of materials on the grounds shall be in strict accordance with the 22 instructions of the Owner. 23

1. All materials affected by moisture shall be stored on platforms and protected 24 from the weather in accordance with manufacturer recommendations. 25

2. Should it be necessary at any time to move material storage platforms, the 26

Contractors shall move same at the Contractor’s expense, when directed by 27 the Owner. 28

3. Areas used for storage of materials shall be repaired and restored by the 29 Contractor. 30

E. The Owner assumes no responsibility for materials stored on the site. The Contractor 31 shall assume full responsibility for damage due to the storage of materials. 32

F. During the construction of this project, materials, storage areas, and earth stockpiles 33 shall be located so as not to interfere with the installation of the utilities nor cause 34 damage to existing structures or utilities. 35

Project #CIM-0900-4F-26-0913-02 Work Restrictions and Provisions 01 14 00-4

3.03 WORK RESTRICTIONS AND PROVISIONS 1

A. Notification.

B.

The Contractor shall notify the Owner and the Engineer 72 hours in 2 advance of beginning work. Notice must also be given to the Owner and the 3 Engineer for each subsequent day the Contractor will be working. 4

Operation During Construction.

C. Starting of work implies acceptance of the work of others. Removal and replacement 10 of work applied to defective surfaces, in order to correct defects, shall be done at the 11 expense of the Contractor who applied work to defective surfaces. 12

The existing facilities shall remain completely 5 operational during construction. The Contractor shall be responsible to see that the 6 facilities are operating as they should. Sequence of operations or place of 7 commencement may be determined by the Engineer as deemed to best serve the 8 needs and convenience of the Owner, or as necessity of occasion requires. 9

D. Access to Work.

E.

Representatives of Federal Regulatory Agencies and Owner shall 13 have access to the work and on-site records at all times. 14

Project Log.

F. Existing pipes, electrical work, and all other utilities encountered, which may 18 interfere with new work, shall be rerouted, capped, cut off, or replaced by the 19 Contractor. 20

A project log shall be maintained showing daily progress of work. 15 Engineer and Owner shall have access to this logbook and the project schedule at all 16 times. 17

G. Dust and Noise.

H. Contractor shall confine equipment, apparatus, storage of materials and operations to 24 limits by specific direction of the Owner or Engineer and shall not bring material 25 onto the site until they are needed for the progress of the work. 26

Contractor shall make an effort to keep dust and noise to a 21 minimum during construction. The dispersion of dust from construction related 22 activities shall, until acceptance of work, be minimized by the application of water. 23

I. Cleaning.

1. Remove rubbish, debris, and scrap promptly upon its accumulation and in no 32 event later than the end of each week. 33

Contractor shall be responsible for all cleaning required within the 27 technical sections of the specifications governing work under the Contractor’s 28 jurisdiction as well as for keeping all work areas, passageways, and all other areas of 29 the premises free of rubbish, debris and scrap which may be caused by the 30 Contractor’s operations or that of the Subcontractors. 31

2. Combustible waste shall be removed immediately or stored in fire resistive 34 containers until disposed of in an approved manner. 35

3. Spillage of oil, grease, or other liquids which could cause a slippery or 36 otherwise hazardous situation or stain a finished surface, shall be cleaned up 37 immediately. 38

Project #CIM-0900-4F-26-0913-02 Work Restrictions and Provisions 01 14 00-5

4. Dust, dirt, and other foreign matter shall be removed completely from all 1 internal surfaces of all mechanical and electrical units, cabinets, ducts, pipes, 2 etc. 3

5. Dirt, soil, fingerprints, stains and the like, shall be completely removed from 4 all exposed finished surfaces. 5

6. If rubbish and debris is not removed, or surfaces cleaned as specified above, 6 the Owner reserves the right to have said work done by others and the related 7 cost(s) will be deducted from monies due the Contractor. 8

J. Disposal of Demolished Materials.

K.

Remove from the site all debris, rubbish, and 9 other materials resulting from demolition operations. Storage of removed materials 10 will not be permitted on the site. 11

Street Signs.

3.04 OPERATION AND PROTECTION 17

The Contractor shall salvage and reinstall all signs required to be 12 moved for construction. All signs to be removed shall be done in a workmanlike 13 manner and carefully transported to Owner’s storage area. If sign bases or posts are 14 damaged during removal, it shall be the Contractor’s responsibility to replace the 15 base or post prior to reinstalling signs. 16

A. Contractor shall schedule his work as to minimize the inconvenience to the Owner 18 and residents adjacent to the project. 19

B. Traffic Control.

C. All structures and equipment shall be constructed, installed, and operated with 22 guards, controls, and other devices in place. 23

The Contractor shall meet the requirements for traffic control in 20 accordance with the Manual on Uniform Traffic Control Devices. 21

D. Construction Staking.

E. The Contractor shall provide protection as follows: 26

The Contractor will supply all line and grade staking 24 necessary for construction. 25

1. Protection.

2. Provide, erect, and maintain all required barricades, guard rails, temporary 31 walkways, etc., of sufficient size and strength necessary for protection of 32 stored material and equipment; adjacent to or within project area; adjoining 33 property and the building(s) as well as to prevent accidents to the public and 34 the workmen at the job site. 35

The Contractor shall provide and maintain proper barricades, 27 fences, signal lights, or watchmen to properly protect the work, persons, 28 animal and property against injury. The cost of protection shall be incidental 29 to the contract and no extra payment will be allowed therefore. 30

3. Provide and maintain proper shoring and bracing for existing underground 36 utilities encountered during excavation work, to protect them from collapse 37 or other type of damage until such time as they are to be removed, 38

Project #CIM-0900-4F-26-0913-02 Work Restrictions and Provisions 01 14 00-6 incorporated into the new work, or can be properly backfilled upon 1 completion of new work. 2

4. Provide protection against rain, snow, wind, ice, storms or heat so as to 3 maintain all work, materials, apparatus, and fixtures, incorporated in the work 4 or stored on the site, free from injury or damage. At the end of the day’s 5 work, cover all new work likely to be damaged. Remove snow and ice as 6 necessary for safety and proper execution of the work. 7

5. Protect the building and foundations from damage at all times from rain and 8 groundwater. Provide all equipment and enclosures as necessary to provide 9 this protection. 10

6. Damaged property shall be repaired or replaced in order to return it to 11 preconstruction conditions. 12

7. Protect materials, work, and equipment, not normally covered by above 13 protection, until construction proceeds to a point where the general building 14 protection of the area where located, dispenses with the necessity therefore. 15 Protect work outside of the building lines such as trenches and open 16 excavations, as specified above. 17

8. Take any and all necessary precautions to protect Owner’s property as well as 18 adjacent property, including trees, shrubs, buildings, sanitary sewers, water 19 piping, gas piping, electric conduit or cable, etc., from any and all damage 20 which may result due to work on this project. 21

9. Repair work outside of property line in accordance with the requirements of 22 the authority having jurisdiction. 23

10. Repair any work damaged by failure to provide proper and adequate 24 protection to its original state to the satisfaction of the Owner or remove and 25 replace with new work at the Contractor’s expense. 26

11. Tree Protection.

12. All survey monuments, property stakes, etc., which are encountered during 35 the construction are to be preserved and undisturbed. The Engineer shall be 36 notified of all such items immediately upon discovery. Failure to preserve 37 such monuments will not be allowed and replacement shall be at the 38 Contractor’s expense. 39

Trees shall be protected from damage and scarring. Do not 27 injure trunks, branches, or roots of trees that are to remain. No trees shall be 28 removed without the approval of the Owner. Tree branches in the way of 29 construction operations shall be carefully pruned prior to construction. Do 30 cutting and trimming only as approved and as directed by the Owner. Do not 31 operate equipment or vehicles within the dripline of a tree to be preserved. 32 Any roots exposed during construction shall be cut clean. Ripping of the 33 roots with excavation equipment shall not be allowed. 34

PART 4 MEASUREMENT AND PAYMENT (N/A) 40

END OF SECTION 42

Project #CIM-0900-4F-26-0913-02 Unit Prices 01 27 00-1

SECTION 01 2700 1

UNIT PRICES 3

PART 1 GENERAL 4

1.01 SUMMARY 5

A. A unit price provides an amount proposed by the Contractor and stated on the 6 Schedule of Items as a price per unit of measurement for materials or services. 7

B. Unit prices include all necessary material and labor costs, overhead, profit, taxes, 8 shipping and other related expenses for the added or deducted work. 9

1.02 PROCEDURES 10

A. Measurement: Method of measurement for unit prices is Designed Quantity, 11 Lump Sum Quantity, or Actual Quantity as defined below: 12

B. Methods of Measurement: 13

1. Designed Quantities (DQ): These quantities denote the final number or 14 units to be paid for under the terms of the contract. They are based on the 15 original design data available prior to advertising the project. Original de-16 sign data include the preliminary survey information, design assumptions, 17 calculations, drawings, and the presentation in the contract. Changes in 18 the number of units SHOWN in the SCHEDULE OF ITEMS may be au-19 thorized under any of the following conditions: 20

a. As a result of changes in the work authorized by the Contracting 21

Officer. 22

b. As a result of the Contracting Officer determining that errors exist 23 in the original design, causing a pay item quantity to change by 24 15% or more. 25

c. As a result of the Contractor submitting to the Contracting Officer 26 a written request showing evidence of errors in the original design 27 that cause a pay item quantity to change 15 % or more. The evi-28 dence must be verifiable and consist of calculations, drawings, or 29 other data that show how the design quantity is believed to be in 30 error. 31

2. Lump Sum Quantities (LSQ): These quantities denote one complete unit 32 of work as required by or described in the contract, including all necessary 33 materials, equipment, and labor to complete the job. They will not be 34 measured. 35

3. Actual Quantities (AQ): These quantities denote completed units of work, 36 as described in the Contract, including all necessary materials, equipment, 37 and labor, to complete the job. They will be measured in the field. (Actual 38 Quantity measurements will only be used when specifically called out in 39 the Contract Bid Schedule.) 40

Project #CIM-0900-4F-26-0913-02 Unit Prices 01 27 00-2

PART 2 PRODUCTS (Not Applicable) & EXECUTION (Not Applicable) 1

END OF SECTION 2

Project #CIM-0900-4F-26-0913-02 Mobilization 01 28 00-1

SECTION 01 28 00 1

MOBILIZATION 3

PART 1 GENERAL 4

1.01 SUMMARY 5

A. Move personnel, equipment, material, and incidentals to the project, and perform 6 all activities necessary to accomplish the work at the project site. Obtain permits, 7 insurance, and bonds. 8

PART 2 PRODUCTS & EXECUTION (Not Applicable) 9

PART 3 PART 4- MEASUREMENT & PAYMENT 10

A. Measurement: Measurement will be lump sum: 11

B. Payment: The accepted quantity, measured as provided above, will be paid at the 12 contract price per unit of measurement for the PAY ITEM listed below that is 13 DESIGNATED IN THE SCHEDULE OF ITEMS. The Mobilization lump sum 14 will be paid as follows: 15

1. If applicable, bond premiums will be reimbursed according to FAR clause 16

52.232-5, Payment Under Fixed-Price Construction Contracts, after re-17 ceipt of evidence of payment. 18

2. Fifty percent of the lump sum, not to exceed 5 percent of the original con-19 tract amount, will be paid following completion of 5% of the original con-20 tract amount, not including Mobilization. 21

3. Payment of the remaining portion of the lump sum, up to 10 percent of the 22 original contract amount, will be paid following completion of 10 percent 23 of the original contract amount, not including Mobilization. 24

4. Any portion of the lump sum in excess of 10 percent of the original con-25 tract amount will be paid after final acceptance. 26

END OF SECTION 27

Project #CIM-0900-4F-26-0913-02 Project Management and Coordination 01 31 00-1

SECTION 01 31 00 1

PROJECT MANAGEMENT AND COORDINATION 3

PART 1 GENERAL 4

1.01 SUMMARY 5

A. This section includes certain administrative provisions for managing and 6 coordinating construction operations. 7

1.02 GENERAL PROJECT COORDINATION 8

A. Coordination of Trades: Coordinate construction operations to provide an 9 efficient and orderly installation of each part of the Work. 10

1.03 CONSERVATION 11

A. Practice conservation of energy, water and materials during construction 12 operations. 13

1.04 SPILL AND EROSION CONTROL 14

A. Spill and Erosion Control Plans: Develop plans to minimize erosion. Develop 15 plans to provide for containment of hazardous materials and unplanned spills. 16

1.05 ADMINISTRATIVE AND SUPERVISORY PERSONNEL 17

A. In addition to meeting the requirements of FAR 52.236-6 for an on-site Project 18 Superintendent, the Contractor shall provide other administrative and supervisory 19 personnel as required for performance of the Work. 20

1.06 CONFERENCES AND MEETINGS 21

A. Pre-construction Conference: The Contracting Officer will schedule a pre-22 construction conference before starting construction at a time and place 23 convenient to the Contractor and will review responsibilities and personnel 24 assignments in accordance with FAR 52.236-26 25

B. Progress Meetings: Progress meetings at the Project Site shall be conducted at 26 regular intervals. Dates of meetings shall be coordinated with preparation of the 27 payment request in accordance with FAR 52.232-5. 28

1. Agenda: Include topics for discussion as appropriate to the status of the 29

Project. Include review of the Contractor's Construction Schedule and of 30 the present and future needs of each entity present. 31

2. Schedule Updating: If the progress of the work falls behind the approved 32 Contractor’s Construction Schedule, the Contractor shall submit a 33

Project #CIM-0900-4F-26-0913-02 Project Management and Coordination 01 31 00-2 supplementary schedule for approval by the Contracting Officer in 1 accordance with FAR 52.236-15. 2

1.07 SUBMITTALS 3

A. Spill and Erosion Control Plans shall be submitted within 15 calendar days after 4 Notice to Proceed. 5

B. Staff Names: Within 15 calendar days after Notice to Proceed, submit a list of 6 principal staff assignments, including the Superintendent and other primary 7 personnel. Identify individuals by name, duties and responsibilities, home 8 address, and business and home telephone numbers. Post copies of this list in the 9 temporary field office. 10

C. Construction Schedules shall be submitted as directed in FAR 52.236-15, 11 Schedules for Construction. 12

PART 2 PRODUCTS (Not applicable) 13

PART 3 EXECUTION 14

3.01 GENERAL COORDINATION PROVISIONS 15

A. Inspection of Conditions: Prior to installations, require the installer of each major 16 component to inspect both the substrate and conditions under which work is to be 17 performed. 18

B. Construction in Progress: Keep construction in progress, adjoining materials in 19 place, and clean during handling and installation. Apply protective coverings for 20 protection from damage or deterioration. 21

C. Completed Construction: Clean completed construction and provide maintenance 22 to prevent damage, soiling or other deterioration through the remainder of the 23 construction period. Adjust and lubricate operable components to assure 24 operability without damage. 25

D. Limiting Exposures: Supervise construction operations to prevent exposure of 26 any part of construction, completed or in progress, to harmful, dangerous, 27 damaging or otherwise deleterious conditions during the construction period. 28

END OF SECTION 30

Project #CIM-0900-4F-26-0913-02 Submittal Procedures 01 33 00-1

SECTION 01 33 00 1

SUBMITTAL PROCEDURES 3

PART 1 GENERAL 4

1.01 SUMMARY 5

A. This Section and FAR 52.236-21 include requirements for Shop Drawings, as 6 defined by FAR 52.236-21 and Designs. Shop drawings and Designs may include 7 drawings, specifications, diagrams, layouts, schematics, descriptive literature, 8 illustrations, schedules, performance and test data furnished by the Contractor to 9 explain in detail specific portions of the work required by the Contract. 10

B. This section includes requirements for Samples. Samples may include mailed 11 samples, field samples or mock-ups of full-size physical examples erected on-site 12 or elsewhere. 13

C. This section includes requirements for Product Data. Product Data includes 14 manufacturer's standard catalogs, pamphlets and other printed materials, and 15 includes but is not limited to the following: product specifications and installation 16 instructions, color charts and catalog cuts, rough-in diagrams and templates, 17 wiring diagrams, performance curves, operational range diagrams, mill reports, 18 test reports and code approvals 19

D. This section includes other quality assurance submittals such as certifications of 20 compliance or conformance, manufacturer's instructions and field reports, and 21 mix designs. 22

1.02 GENERAL SUBMITTAL REQUIREMENTS 23

A. Coordination: Coordinate preparation and processing of submittals with 24 performance of construction activities and with the schedule. 25

1. Allow sufficient time for submittal review, corrections following the 26 initial review and re-submittal review before activities scheduled after the 27 submittal approval. 28

2. Incomplete submittals will be returned to the Contractor with no further 29 review. Delays due to incomplete or rejected submittals will not be 30 excused. 31

B. Submittal Transmittal: Transmit each submittal from the Contractor to the 32 Government by use of a transmittal form. Minimally include the following 33 information on the transmittal form. 34

1. Project name and number. 35

2. Date. 36

3. Name, address and telephone number of firm or entity that prepared the 37 submittal 38

4. Names of subcontractor, manufacturer and supplier, as applicable. 39

01 33 00-2

5. Category and description of submittal. 1

6. Certification by Contractor stating that submittal complies with the 2

Contract, or statement of deviations from the requirements of the Contract. 3

7. Signature of transmitter. 4

8. Space to record Contractor's review and approval markings, and for 5

Government action. 6

1.03 SHOP DRAWINGS AND DESIGNS 7

A. Submit originally prepared information, drawn accurately to scale. 8

B. Submittals: Submit three blue-line or black-line prints of each drawing submittal. 9 One print will be marked with action taken and returned. Distribution: When 10 submittal is approved, the Contractor shall prepare and submit three final copies. 11

C. Drawings shall be done in AutoCAD format. Upon final approval the drawings 12 shall be emailed or sent on a CD or floppy disk to the Government. 13

D. Specifications shall be done in Microsoft Word format and a copy emailed or sent 14 on a CD or floppy disk to the Government. 15

1.04 PRODUCT DATA 16

A. Collect Product Data into a single submittal for each system or element of 17 construction. Mark each copy to show specific product choices and options 18 applicable to the project. Product Data shall include the following information, 19 where applicable: 20

1. Manufacturer's printed recommendations. 21

2. Compliance with recognized trade association standards. 22

3. Compliance with recognized testing standards. 23

4. Applicability of testing agency labels and seals. 24

5. Notation of dimensions verified for fit by field measurements. 25

6. Notation of coordination requirements. 26

B. Preliminary Submittal: Prior to submittal of complete Product Data, submit a 27 preliminary single copy of that part of Product Data when selection of options is 28 required, such as for color charts. Preliminary submittal will be returned, with 29 selection noted, for the Contractor's use in subsequent submittals. 30

C. Submittals: Unless otherwise indicated, submit 3 copies of each Product Data 31 submittal. Two copies will be retained, and the remaining copy will be marked 32 with action taken and returned. 33

D. Material and Product substitution shall be in accordance with FAR 52.211-6. 34

01 33 00-3

1.05 SAMPLES 1

A. Submit full-size, fully fabricated samples, cured and finished in the manner 2 specified. Samples shall be physically identical to the material or product 3 proposed for use. 4

B. Preliminary Submittal: Where color, pattern, texture or similar characteristics are 5 to be selected from a manufacturer's range of standard choices, submit a 6 preliminary single set sample of available choices. 7

1.06 OTHER QUALITY ASSURANCE SUBMITTALS 8

A. Submit other quality assurance submittals in compliance with requirements in the 9 individual specification sections. 10

1.07 REVIEW ACTION ON SUBMITTALS 11

A. Except for submittals for the record or for information or for another purpose 12 where no action and return is required, the Government will review submittals 13 and mark returned copies to indicate action taken within a maximum time period 14 of 15 days. 15

B. Submittals that do not contain an appropriate marking of approval by the 16 Government shall not be used for construction. 17

PART 2 PRODUCTS and PART 3 - EXECUTION (Not Applicable) 18

END OF SECTION 20

01 33 23-1 Shop Drawing Log

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SUBMITTAL LOG

PROJECT: PROJECT NO:

CONTRACTOR:

To Date Sent Date

Reviewed R ev ie w ed w ith n o C om m en ts

R ev ie w ed w ith

C om m en ts a s N ot ed A m en d an d R es ub m it

R ej ec te d

Date Ret'd C on tra ct or

O w ne r

Fi el d

Fi le

02 41 16 Structure Demolition 3

03 30 00 Cast-In-Place Concrete

08 34 59 Vault Doors 3

22 00 00 Plumbing 3

26 90 02 Instrumentation and Control

32 12 16 Asphaltic Concrete Pavement

32 84 23 Spray Heads 3

Spec Section # Spec Section Title/Product Date Rec'd M in

R eq

'd

Referred Action # copies to

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/R ev is io n

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01 33 23-2 Shop Drawing Log

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SUBMITTAL LOG

PROJECT: PROJECT NO:

CONTRACTOR:

To Date Sent Date

Reviewed R ev ie w ed w ith n o C om m en ts

R ev ie w ed m en ts a s N ot ed A m en d an d R es ub m it

R ej ec te d

Date Ret'd C on tra ct or

O w ne r

Fi el d

Fi leSpec Section #

Spec Section Title/Product Date Rec'd M in

R eq

'd

Referred Action # copies to

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Su bm itt al

/R ev is io n

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32 91 19.13 Topsoil Placement Grading

32 31 13 Chain Link Fences and Gates

32 92 19 Seeding 3

33 05 16.13 Precast Concrete Utility Structures

33 05 26.16 Tracer Wire 3

33 10 00 Water Utilities 3

01 33 23-3 Shop Drawing Log

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SUBMITTAL LOG

PROJECT: PROJECT NO:

CONTRACTOR:

To Date Sent Date

Reviewed R ev ie w ed w ith n o C om m en ts

R ev ie w ed m en ts a s N ot ed A m en d an d R es ub m it

R ej ec te d

Date Ret'd C on tra ct or

O w ne r

Fi el d

Fi leSpec Section #

Spec Section Title/Product Date Rec'd M in

R eq

'd

Referred Action # copies to

CIM-0900-4F-26-0913-02Chippewa Campground Wastewater Chequamegon-Nicolet National Forest

Su bm itt al

/R ev is io n

Su bm itt ed

33 33 00 Low Pressure Utility Sewerage

33 36 13 Utility Septic and Wet Wells

33 39 13 Sanitary Sewer Manholes

40 23 23 Booster Pumps 3

44 42 56.21 Submersible Well Pump

44 42 56.90 Gas Engine Pump 3

44 42 76.14 Sewage Comb. Air Valve

01 33 23-4 Shop Drawing Log

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SUBMITTAL LOG

PROJECT: PROJECT NO:

CONTRACTOR:

To Date Sent Date

Reviewed R ev ie w ed w ith n o C om m en ts

R ev ie w ed m en ts a s N ot ed A m en d an d R es ub m it

R ej ec te d

Date Ret'd C on tra ct or

O w ne r

Fi el d

Fi leSpec Section #

Spec Section Title/Product Date Rec'd M in

R eq

'd

Referred Action # copies to

CIM-0900-4F-26-0913-02Chippewa Campground Wastewater Chequamegon-Nicolet National Forest

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44 42 76.40 Trapezoidal Flume 3

44 44 16.20 Liquid Chlorination System

44 45 16.12 Aerobic System 3

Project #CIM-0900-4F-26-0913-02 References 01 42 00-1

SECTION 01 42 00 1

REFERENCES 3

PART 1 GENERAL 4

1.01 DEFINITIONS 5

A. General Explanation: Specification language often includes terms that are defined 6 elsewhere in the Contract including the Construction Clauses. Certain terms are 7 defined in this section. These definitions or explanations are not necessarily 8 complete or exclusive, but are general for the Work and may be explained more 9 explicitly in other sections. 10

B. "General Conditions" refer collectively to the Construction Contract Clauses, 11 Labor Standards and the U.S. Department of Labor Wage Decision bound into the 12 specifications. 13

C. "Indicated" refers to graphic representations, notes or schedules on the Drawings, 14 or to requirements elsewhere in the Specifications or other Contract Documents. 15 Terms such as "shown", "noted", "scheduled" and "specified" have the same 16 meaning as "indicated" and are used to further help locate the reference, but no 17 limitation on location is intended except as specifically stated. 18

D. The terms “Owner” and “Engineer” used throughout the specification means 19 contracting Officer (CO) and Contracting Officer Representative (COR), 20 respectively. 21

E. Where "directed", "authorized", "selected", "approved", or a similar term is used 22 in conjunction with the Contractor's submittals, applications, requests and other 23 activities, and the specifications state that an individual other than the Contracting 24 Officer (CO) shall provide this action, it is understood that only the CO has this 25 authority unless the individual stated is so authorized in writing by the CO. 26

1. When the individual is so authorized by the CO, the Contractor may still 27 appeal the action to the CO. 28

2. The CO’s decision will be final. 29

3. In no case shall the CO action be interpreted as releasing the Contractor 30 from responsibility to fulfill the requirements of the Contract. 31

F. "Regulations" include laws, ordinances, statutes and lawful orders issued by 32 authorities having jurisdiction, as well as rules, conventions and agreements 33 within the construction industry that control performance of the Work. 34

G. "Project site" refers to the space available to the Contractor for performance of the 35 Work, either exclusively or in conjunction with others performing other work. 36

H. "Furnish" means to supply and deliver to the Project site, ready for unloading, 37 unpacking, assembling, installation and similar operations. 38

01 42 00-2

I. "Install" describes operations at the Project site, including unloading, temporary 1 storage, unpacking, assembling, erecting, placing, anchoring, applying, working 2 to dimension, finishing, curing, protecting, cleaning and similar operations. 3

J. "Provide" means to furnish and install, complete in place and ready for full use. 4

K. "Cutting" refers to removal of material by cutting, sawing, drilling, breaking, 5 chipping, grinding, excavating and similar operations. 6

L. "Patching" refers to restoration of a surface to its original completed condition by 7 filling, repairing, refinishing, closing and similar operations. 8

M. "Installer" is the Contractor or another entity engaged by the Contractor, either 9 directly or indirectly through subcontracting, to perform a particular construction 10 operation at the Project site, including installation, erection, application and 11 similar operations. Installers shall be skilled in the operations they perform. 12

N. "Testing agency" or "testing laboratory" is an independent entity engaged to 13 perform specific inspections or tests, either at the Project site or elsewhere, and to 14 report the results of those inspections and tests. 15

O. "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed 16 with the Contract, activating the time period for construction and establishing the 17 completion date. 18

1.02 CODES AND STANDARDS 19

A. Applicability of Standards: Unless the Contract includes more stringent 20 requirements, applicable construction industry standards have the same force and 21 effect, to the extent referenced, as if bound or copied directly into the Contract. 22 Such standards are made a part of the Contract by reference. 23

B. Codes: The Work shall be performed in compliance with the latest editions of the 24 following codes: IMC, NEC, IBC and IPC. 25

C. Conflicting Requirements. Where compliance with two or more standards is 26 specified, comply with the most stringent requirement. Refer uncertainties, and 27 requirements that are different but apparently equal, to the CO in writing for a 28 decision before proceeding. 29

D. Abbreviations: Names and titles of standards are frequently abbreviated. 30 Abbreviations and acronyms used in the Contract mean the recognized name of a 31 trade association, standards-producing organization, authority having jurisdiction 32 or other entity applicable to the context of the particular provision. Except as 33 otherwise indicated, refer to the current editions of the following publications for 34 abbreviations: 35

1. "Encyclopedia of Associations: National Organizations of the U.S.", 36 published by Gale Research. 37

01 42 00-3

2. "National Trade and Professional Associations of the United States", 1 published by Columbia Books. 2

3. "Means Illustrated Construction Dictionary - New Unabridged Edition" 3 published by R.S. Means Company, Inc. 4

E. Abbreviations: Names and titles of standards are frequently abbreviated. 5 Abbreviations and acronyms used in the Contract mean the associated names. 6 The following names may be referenced in the Contract: 7

1. AASHTO - American Association of State Highway and Transportation 8

2. ACI - American Concrete Institute 9

3. ADA – American’s with Disabilities Act 10

4. ADAAG – Americans with Disabilities Act Accessibility Guidelines 11

5. AI - Asphalt Institute 12

6. AISC - American Institute of Steel Construction 13

7. AITC - American Institute of Timber Construction 14

8. ALSC – American Lumber Standard Committee 15

9. ANSI - American National Standards Institute 16

10. ASME – American Society of Mechanical Engineers International 17

11. ASTM - American Society for Testing and Materials 18

12. AWPA - American Wood-Preservers' Association 19

13. AWS - American Welding Society 20

14. AWWA - American Water Works Association 21

15. CABO - Council of American Building Officials 22

16. CFR - Code of Federal Regulations 23

17. CRSI - Concrete Reinforcing Steel Institute 24

18. CS - Commercial Standard (U.S. Dept. of Commerce) 25

19. CSI - Construction Specifications Institute 26

20. DOT – Department of Transportation 27

21. EIA - Electronic Industries Association 28

22. EPA - Environmental Protection Agency 29

23. FS - Federal Specification (Publications available from GSA) 30

24. GSA - General Services Administration 31

25. IBC – International Building Code 32

26. IFC – International Fire Code 33

27. IPC – International Plumbing Code 34

28. ICBO – International Conference of Building Officials 35

29. MCAA – Mechanical Contractors Association of America 36

30. MSS-Manufacturers Standardization Society of the Valve and Fittings 37

Industry Inc. 38

31. NECA – National Electrical Contractors Association 39

32. NEMA - National Electrical Manufacturers Association 40

33. NEC – National Electrical Code 41

34. NFPA - National Fire Protection Association 42

35. OSHA - Occupational Safety and Health Administration (U.S. Dept. of 43

Labor) 44

36. PCA - Portland Cement Association 45

01 42 00-4

37. SSPC - Steel Structures Painting Council - The Society for Protective 1 Coatings 2

38. UFAS – Uniform Federal Accessibility Standards 3

39. UL - Underwriters Laboratories Inc. 4

40. IMC – International Mechanical Code 5

41. IPC – International Plumbing Code 6

42. USDA - U.S. Department of Agriculture 7

PART 2 PRODUCTS (Not applicable) 8

PART 3 EXECUTION (Not applicable) 9

END OF SECTION 10

Project #CIM-0900-4F-26-0913-02 Quality Control 01 45 00-1

SECTION 01 45 00 1

QUALITY CONTROL 3

PART 1 GENERAL 4

1.01 APPLICABLE PROVISIONS 5

A. Applicable provisions of Division 01 shall govern work of this section. 6

1.02 APPLICABLE PUBLICATIONS 7

A. FAR 52.246-1 and FAR 52.246-12 includes requirements for quality control services 8 to verify quality assurance requirements specified elsewhere in the Contract. 9

1.03 DESCRIPTION OF WORK 10

A. Provide quality control for all work performed under this contract as described in this 11 section. 12

1.04 RELATED WORK ELSEWHERE 13

A. Procurement and Contracting Requirements 14

B. Submittals - Division 01 15

C. Material and Equipment - Division 01 16

1.05 SUBMITTALS (NONE) 17

1.06 OPERATION/MAINTENANCE MANUALS AND INSTRUCTIONS (NONE) 18

1.07 QUALITY ASSURANCE 19

A. Monitor quality control over suppliers, manufacturers, products, services, site 20 conditions, and workmanship, to produce work of specified quality. 21

B. Comply with manufacturers’ instructions, including each step in sequence. 22

C. Should manufacturers’ instructions conflict with Contract Documents, request 23 clarification from Engineer before proceeding. 24

D. Comply with specified standards as minimum quality for the Work except where 25 more stringent tolerances, codes, or specified requirements indicate higher standards 26 or more precise workmanship. 27

E. Perform work by persons qualified to produce workmanship of specified quality. 28

Project #CIM-0900-4F-26-0913-02 Quality Control 01 45 00-2

F. Secure products in place with positive anchorage devices designed and sized to 1 withstand stresses, vibration, physical distortion, or disfigurement. 2

1.08 TOLERANCES 3

A. Monitor tolerance control of installed products to produce acceptable work. Do not 4 permit tolerances to accumulate. 5

B. Comply with manufacturers’ tolerances. Should manufacturers’ tolerances conflict 6 with Contract Documents, request clarification from Engineer before proceeding. 7

C. Adjust products to appropriate dimensions; position before securing products in 8 place. 9

1.09 REFERENCES 10

A. For products or workmanship specified by association, trade, or other consensus 11 standards, comply with requirements of the standard, except when more rigid 12 requirements are specified or are required by applicable codes. 13

B. Conform to reference standard by date of issue current on date of Contract 14 Documents, except where a specific date is established by code. 15

C. Obtain copies of standards where required by product specification sections. 16

D. The contractual relationship, duties, and responsibilities of the parties in Contract nor 17 those of the Engineer shall not be altered from the Contract Documents by mention 18 or inference otherwise in any reference document. 19

1.10 MOCK-UP 20

A. Tests will be performed under provisions identified in this section and identified in 21 the respective product specification sections. 22

B. Assemble and erect specified items with specified attachment and anchorage devices, 23 flashings, seals, and finishes. 24

C. Accepted mock-ups are representative of the quality required for the work. 25

D. Where mock-up has been accepted by Engineer and is specified in product 26 specification sections to be removed; remove mock-up and clear area when directed 27 to do so. 28

1.11 INSPECTING AND TESTING LABORATORY SERVICES 29

A. Contractor shall be responsible for all testing as outlined in these specifications, 30 except as noted in item I. below. The Contractor shall contract and pay for the 31 services of an independent firm to perform inspecting and testing. 32

Project #CIM-0900-4F-26-0913-02 Quality Control 01 45 00-3

B. The independent firm will perform inspections, tests, and other services specified in 1 individual specification sections and as required by the Engineer or the Owner. 2

C. Inspecting, testing, and source quality control may occur on or off the project site. 3 Perform off-site inspecting or testing as required by the Engineer or the Owner. 4

D. Reports will be submitted by the independent firm to the Engineer indicating 5 observations and results of tests and indicating compliance or non-compliance with 6 Contract Documents. 7

E. Cooperate with independent firm; furnish samples of materials, design mix, 8 equipment, tools, storage, safe access, and assistance by incidental labor as requested. 9

1. Notify Engineer and independent firm 24 hours prior to expected time for 10 operations requiring services. 11

2. Make arrangements with independent firm and pay for additional samples 12 and tests required for Contractor’s use. 13

F. Testing or inspecting does not relieve Contractor from the responsibility to perform 14 Work to contract requirements. 15

G. Retesting required because of non-conformance to specified requirements shall be 16 performed by the same independent firm on instructions by the…