Attachment B - Specifications.pdf

US Army Corps of Engineers Baltimore District

CONSTRUCTION

SPECIFICATIONS

DALECARLIA

CLEARWELLS

MAINTENANCE AND

IMPROVEMENTS

WASHINGTON AQUEDUCT,

WASHINGTON, DC

INVITATION NO.: W912DR-XX-X-XXXX

CONTRACT NO.: W912DR-18-F-0367

DATE: JULY 10, 2020

This document was originally issued and sealed by the engineers identified on the seal pages. This medium shall not be considered a certified document.

Dalecarlia Clearwells Maintenance & Improvements M001000102

SEAL PAGE 1

George Ajy

580 W. Crossville Road

Suite 101

Roswell, GA 30075

(770) 569-7038

Specification Sections

01 11 00

01 14 00

01 20 00.00 20

01 30 00

01 32 01.00 10

01 33 00

01 35 26

01 35 29.13

01 42 00

01 45 00.00 20

01 45 00.15 10

01 50 00

01 57 19

01 58 00

01 74 19

01 78 00

01 78 23

01 78 24.00 10

02 41 00

02 85 00

09 97 02

31 00 00

31 05 20

33 01 30.16

33 11 00

35 20 16.53

35 45 02.00 10

46 53 62

This document was originally issued and sealed by George Ajy, DC PE No. 922227, on

07/10/2020. This document shall not be considered a certified document.

SEAL PAGE 2

David Preissler

580 W. Crossville Road

Suite 101

Roswell, GA 30075

(770) 569-7038

Georgia Certificate of Authorization

R2T, Inc.

License No.: PEF004653

Expiration Date: 6/30/2022

01 45 35

03 01 00

03 30 00

05 05 23.16

05 50 13

05 51 33

05 52 00

13 48 00

This document was originally issued and sealed by David A.

Preissler, GA PE No.

029632, on 07/10/2020.

This medium shall not be

SEAL PAGE 3

Sunilsen Peramanu

2950 Horizon Park Drive

Suite B

Suwanee, GA 30024

(770) 810-5700

Engineered Systems & Services, LLC

License No.: PEF005372

23 00 00

23 01 30.41

23 05 93

23 07 00

23 23 00

23 81 00 sealed by Sunilsen S.

Peramanu, GA PE No.

28455, on 07/10/2020.

This medium shall not be

SEAL PAGE 4

Alec Zaychik

4120 Chattahoochee Trace

Suite A

Duluth, GA 30097

(770) 315-9946

EDEC, Inc.

License No.: PEF006157

25 05 11

26 00 00.00 20

26 05 00.00 40

26 05 19.10 10

26 05 71.00 40

26 08 00

26 24 16.00 40

33 71 02

40 95 00

43 21 29 sealed by Alec Zaychik, GA PE No. 22613, on

07/10/2020. This medium shall not be

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 85 00 MOLD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 REMOVABLE ALUMINUM RAILINGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 01 30.41 HVAC SYSTEM CLEANING

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 24 16.00 40 PANELBOARDS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 20 GEOMEMBRANE BARRIERS

DI VI SI ON 33 - UTI LI TI ES

33 01 30.16 TV INSPECTION OF SEWER PIPELINES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 16.53 CAST IRON SLUICE GATES REPAIR AND REPLACEMENT

35 45 02.00 10 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 95 00 PROCESS CONTROL

DI VI SI ON 43 - PROCESS GAS AND LI QUI D HANDLI NG, PURI FI CATI ON, AND STORAGE

EQUIPMENT

43 21 29 ULTRASONIC FLOW MEASURING EQUIPMENT FOR POTABLE WATER

DI VI SI ON 46 - WATER AND WASTEWATER EQUI PMENT

46 53 62 INDUCTION MIXER AND CHEMICAL FEED SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 41 00

BID SCHEDULES

01/07

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

This contract will be awarded as one lump sum with unit prices required for specifically selected work. A schedule of the unit price work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS.252.236-7008, Contract Prices - Bidding Schedules."

DOCUMENT 00 41 00 Page 1

Unit Prices Form

0001 Dalecarlia Clearwells Maintenance and Improvements

(i) Basis of Bid for Item 0001 shall be the Total Amount for Item 1 (Items 1a through 1e), complete in accordance with the drawings and specifications.

Item Description Estimated Quantity

Unit Unit Price Amount

0001a All work for installation of new multi-path acoustic flow meter immediately upstream of the east Venturi throat section of the conduit between the two clearwells as shown on the Drawings. Includes all wiring, conduit, spare parts, and control panel.

1 LS $____ $_____

0001b New 2" PVC Line, including portion within gate house, yard, and pump station

1 LS $_____ $_____

001c Sluice Gate Rehabilitation, Gates 13-19 per M-105, Complete

1 LS $____ $____

DOCUMENT 00 41 00 Page 2

0001d Required Dewatering and Ventilation for confined space work described above

1 LS $____ $____

0001e Electrical, Instrumentation, and Controls for Ejector Pump, and Flow Meter

1 LS $____ $____

Total Amount for Item 0001 $_____

0002 15 MG Clearwell

(ii) Basis of Bid for Item 0002 shall be the Total Amount for Item 2 (Items 2a through 2h), complete in accordance with the drawings and specifications.

0002a CCTV Scan and cleaning of stormwater lines as shown on the drawings for the 15MG Clearwell

330 LF $_____ $_____

0002b Regrading to elevations as shown on the drawings for the 15MG Clearwell

120 (net fill)

CY $_____ $_____

0002c Installation of new sluice gate, including structural modifications required for hatches and mounting, as shown on the drawings (4-300)

1 LS $_____ $_____

DOCUMENT 00 41 00 Page 3

0002d Installation of remainder of waterproof membrane as shown on the drawings

500 SF $_____ $_____

0002e Installation (2) new 30" Electric motor-operated gate valves, approximately 20 LF of new ductile iron pipe, leak detection probes, wall pipes, and structural modifications for hatches, as shown on the drawings

1 LS $____ $____

0002f Installation of new concrete watertight structure as shown on the drawings

1 LS $____ $____

0002g Demolition of indicated sluice gate and installation of concrete support wall to conform with wall pipe in item 0002e

1 LS $____ $____

0002h Electrical & Instrumentation & Controls for the 15MG Clearwell

1 LS $_____ $_____

Total Amount for Item 0002 $______

0003 30 MG Clearwell

(iii) Basis of Bid for Item 0003 shall be the Total Amount for Item 3 (Items 3a through 3k), complete in accordance with the drawings and specifications.

DOCUMENT 00 41 00 Page 4

0003a CCTV Scan and cleaning of stormwater lines as shown on the drawings for the 30MG Clearwell

350 LF $____ $____

0003b Re Grading to elevations as shown on the drawings for 30MG Clearwell

160 (net fill)

CY $_____ $_____

0003c Sluice Gate Rehabilitation, Gates 1-12 per M-105, Complete

1 LS $_____ $_____

0003d Installation of 30" and 36" gate valve with electric motor operators in the drainage chamber of the clearwell, including operators and structural modifications to the roof for stem penetration

1 LS $_____ $_____

DOCUMENT 00 41 00 Page 5

0003e Demolition of existing butterfly valves and sluice gate in drainage chamber

1 LS $_____ $_____

0003f Installation of low-level pump with associated hoist, discharge hosing, and small valves

1 LS $_____ $_____

0003g Installation of new wingwall, flap valve, and screens on outlet structure of 30 MG clearwell overflow piping

1 LS $_____ $_____

0003h Reseat dislocated panels on baffle wall in 30 MG clearwell

1 LS $______ $______

DOCUMENT 00 41 00 Page 6

0003i Installation of acoustic flow meter, mixers, and chemical feed lines and all associated support equipment such as support rails, and control panels, as well as roof modifications for stem penetrations, as shown on drawings.

1 LS $____ $____

0003j Electrical & Instrumentation & Controls for the 30MG Clearwell

1 LS $____ $____

0003k Epoxy Crack Injection for repairing cracks in drainage chamber

10 GAL $_____ $_____

Total Amount for Item 0003 $______

0004 Visitor Center Basement and Theater

(iv) Basis of Bid for Item 0004 shall be the Total Amount for Item 4 (Items 4a through 4c), complete in accordance with the drawings and specifications.

0004a Removal of all mold on premises, including but not limited to within existing HVAC system

1 LS $_____ $_____

DOCUMENT 00 41 00 Page 7

0004b Installation of various environmental control equipment as shown on the Drawings

1 LS $_____ $_____

0004c Strutural and surface repair of existing rooms to prevent future water intrusion;

electrical conduit repair and sealing.

1 LS $_____ $_____

0004d Visitor Center Theater Water Damage Repairs

1 LS $_____ $______

Total Amount for Item 0004 $______

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

-- End of Document --

DOCUMENT 00 41 00 Page 8

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of the following components, organized by facility:

Dalercarlia Clearwells Maintenance and Improvements - General (Item 001):

Current metering of flow between the 15MG and 30MG clearwells is not reliable. Several sluice gates in the conduits which connect the two are leaking and not providing required isolation. The work on this facility will include installation of a new flow metering in the conduit connecting the two clearwells; a new sample discharge including collection system, 2" PVC gravity piping from the Gate House to the Pump Station as shown on the drawings; rehabilitation of several gates as shown on the Bid Form and Drawings; and associated site safety and electrical integration. Flow meter installation in this item must be done with 15MG clearwell out of service.

15 MG Clearwell (Item 002): This clearwell is located at the south end of the plant, adjacent to the filter building. The interior drain of this clearwell represents a possible cross-connection. The surface drainage on this clearwell leads to ponding. The effluent of this clearwell has no flow control and so cannot isolate the clearwell. The work on this facility will include installation of a new dry well and 2 gate valves to eliminate the cross-connection risk; regarding of the existing soil atop the clearwell and cleaning and scanning the installed stormwater piping;

installation of a new sluice gate at the clearwell outlet chamber;

installation of remaining waterproof materials; and indicated demolition, structural modifications, and electrical integration with the systems described above and as shown on the Drawings.

30 MG Clearwell (Item 003): This clearwell is located at the north end of the plant, adjacent to the pump station. The overflow piping represents a risk of intrusion. The interior drain of this clearwell represents a possible cross-connection. The surface drainage on this clearwell leads to ponding. Several sluice gates within this clearwell leak and are unreliable. The chemical mixing system is unreliable. The baffle walls have become unseated. The work on this facility will include installation new gate valves in the drainage chamber; rehabilitation of several gates as shown on the Bid Form and Drawings; installation of a new low level dewatering pump in the drainage chamber; installation of a new overflow outfall system; reseating of displaced baffle wall panels; installation of a new mixing system with a flow meter; and all associated structural and electrical modifications associated with the systems described above and as shown on the Drawings.

Visitors Center Basement and Theater (Item 004): This facility is located near the filter building and the 15 MG clearwell. The visitors center has signficant water and mold damage. The work on this facility will include mold removal; installation of new HVAC equipment to mitigate future high-moisture conditions; remediation of areas of water entry; and all

SECTION 01 11 00 Page 1 structural and electrical coordination associated with the systems described above and as shown on the Drawings.

1.1.2 Location

The work is located at the Dalecarlia Water Treatment Plant, at 5900 MacArthur Blvd, Washington D.C., approximately as indicated. The exact location will be shown by the Contracting Officer.

The site has been cleared or is clear of military munitions/ unexploded ordinance.

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

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

b. 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 must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.3.1 Notification Prior to Excavation

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

1.4 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at a Government designated storage area determined by the Contracting Officer..

SECTION 01 11 00 Page 2

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect 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 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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

SD-01 Preconstruction Submittals

List of Contact Personnel; G, WA

1.2 SEQUENCING REQUIREMENTS

Contractor to provide detailed workplans (including confined space requirements, gate and valve closure coordination, and specified scheduling) to Contracting Officer 4 weeks before beginning work. Contractor to proceed with the work in the following sequence.

A. Work during 30 MG Clearwell outage: Isolate and dewater 30 MG clearwell and perform all required activities, including modifications to mixing chamber; modifications to the drainage chamber; and gate rehabilitation as described on the drawings. Clearwell outage not to exceed 10 weeks, and must occur during the interval of low demand between November 1 and March 1. Mixers installed will need to undergo operational testing for 21 days before completion. Work on this facility's overflow piping, grading, and sample drain discharge can occur while the clearwell is in service.

B. Work during 15 MG Clearwell outage: Isolate and dewater 15 MG clearwell and perform all required activities, including modifications to drainage chamber, new gate installation, and flow meter installation in the venturi vault. Clearwell outage not to exceed 10 weeks; there is no seasonal limitation to outages for this clearwell. Work on this facility's grading and membrane replacement can occur while the clearwell is in service.

C. Leak repair work in the Visitor Center requires the 15 MG Clearwell to be dewatered. Remaining work, including remainder in the visitor center and electrical ductbank installation, can occur whether clearwells are in service or not.

1.3 EARTHWORK SEQUENCING

1. Each stage shall be completed and immediately stabilized before any following stage is initiated.

2. Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion and/or sediment pollution, the operator shall implement appropriate best management practices to eliminate the potential for accelerated erosion and/or sediment pollution.

SECTION 01 14 00 Page 1

3. Field mark the limit of disturbance as shown on the plans. Install silt fence as shown on the plans.

4. Install or modify stormwater management structures as shown on the plans and in accordance with the drawings.

5. Clear and grub the site for construction. Do not grub areas until erosion controls are in place for construction.

1.4 MAXIMUM FACILITY OUTAGE DURATIONS

Each clearwell's outage to not exceed 10 weeks each.

1.5 LOADING

Construction loads over each clearwell not to exceed values indicated on drawings at all times.

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

Contractor and Sub-contractor staff working at Washington Aqueduct facilities on long-term basis or supervising the contractor or sub-contractor staff must obtain a Washington Aqueduct security badge after completing the required forms and visiting the Washington Aqueduct security office at Dalecarlia. The contractor or sub-contractor temporary staff without security badges must be accompanied and supervised by a badged contractor or sub-contractor staff all the time.

1.6.1.1 Subcontractors and Personnel Contacts

Provide 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.

1.6.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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.

1.6.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

SECTION 01 14 00 Page 2

1.6.3 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, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 3

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G, WA

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real

SECTION 01 20 00.00 20 Page 1

Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

SECTION 01 20 00.00 20 Page 2

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/ Contract Performance Statement and value of completed performance for each of the construction categories stated in this contract.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in

SECTION 01 20 00.00 20 Page 3

WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

SECTION 01 20 00.00 20 Page 4

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 20 00.00 20 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 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

View Location Map; G, WA

Progress and Completion Pictures; G, WA

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by federal and state law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must

SECTION 01 30 00 Page 2 also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

-- End of Section --

SECTION 01 30 00 Page 4

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 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

Project Scheduler Qualifications; G, WA

Preliminary Project Schedule; G, WA

Initial Project Schedule; G, WA

Periodic Schedule Update; G, WA

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

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

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

SECTION 01 32 01.00 10 Page 2

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail 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 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 may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, 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.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. (Not used)

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

d. Long procurement activities

SECTION 01 32 01.00 10 Page 3

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

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

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

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

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

SECTION 01 32 01.