Attachment B - Decentralization_SPECIFICATION.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

NAVFAC MIDLANT

Decent r al i ze St eam At Boi l er Pl ant A6 NHCNE

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LI ST OF DRAWI NGS

00 22 13. 00 20 SUPPLEMENTARY I NSTRUCTI ONS TO OFFERORS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 20 00. 00 20 PRI CE AND PAYMENT PROCEDURES

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 31 23. 13 20 ELECTRONI C CONSTRUCTI ON AND FACI LI TY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 01. 00 10 PROJECT SCHEDULE

01 32 17. 00 20 COST- LOADED NETWORK ANALYSI S SCHEDULES ( NAS)

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 20 QUALI TY CONTROL

01 50 00 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 58 00 PROJECT I DENTI FI CATI ON

01 74 19 CONSTRUCTI ON WASTE MANAGEMENT AND DI SPOSAL

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 78 24. 00 20 FACI LI TY ELECTRONI C OPERATI ON AND MAI NTENANCE SUPPORT

I NFORMATI ON ( eOMSI )

01 91 00. 15 TOTAL BUI LDI NG COMMI SSI ONI NG

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

02 41 00 DEMOLI TI ON

02 82 00 ASBESTOS REMEDI ATI ON

02 83 00 LEAD REMEDI ATI ON

DI VI SI ON 03 - CONCRETE

03 30 53 MI SCELLANEOUS CAST- I N- PLACE CONCRETE

DI VI SI ON 05 - METALS

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 13 53 ELASTOMERI C SHEET WATERPROOFI NG

07 51 13 BUI LT- UP ASPHALT ROOFI NG

DI VI SI ON 09 - FI NI SHES

09 90 00 PAI NTS AND COATI NGS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

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

PROJECT TABLE OF CONTENTS Page 1

Decent r al i ze St eam At Boi l er Pl ant A6 NHCNE

23 03 00. 00 20 BASI C MECHANI CAL MATERI ALS AND METHODS

23 05 48. 19 SEI SMI C BRACI NG FOR MECHANI CAL SYSTEMS

23 05 93 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR HVAC

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 09 00 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13 I NSTRUMENTATI ON AND CONTROL DEVI CES FOR HVAC

23 09 23. 02 BACNET DI RECT DI GI TAL CONTROL FOR HVAC AND OTHER BUI LDI NG

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATI ON FOR HVAC CONTROL

23 11 25 FACI LI TY GAS PI PI NG

23 21 13. 00 20 LOW TEMPERATURE WATER ( LTW) HEATI NG SYSTEM

23 52 43. 00 20 LOW PRESSURE WATER HEATI NG BOI LERS

23 52 46. 00 20 LOW PRESSURE WATER HEATI NG BOI LERS ( OVER 800, 000 BTU/ HR

OUTPUT)

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 08 10 UTI LI TY MONI TORI NG AND CONTROL SYSTEM TESTI NG

25 10 10 UTI LI TY MONI TORI NG AND CONTROL SYSTEM ( UMCS) FRONT END AND

I NTEGRATI ON

DI VI SI ON 26 - ELECTRI CAL

26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 05 48. 00 10 SEI SMI C PROTECTI ON FOR ELECTRI CAL EQUI PMENT

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 29 23 VARI ABLE FREQUENCY DRI VE SYSTEMS UNDER 600 VOLTS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 16 HOT- MI X ASPHALT ( HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 17 23 PAVEMENT MARKI NGS

32 92 19 SEEDI NG

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 2

Decent r al i ze St eam At Boi l er Pl ant A6 NHCNE A6DECENT2026

DOCUMENT 00 01 15

LI ST OF DRAWI NGS

PART 1 GENERAL

1. 1 SUMMARY

Thi s sect i on l i s t s t he dr awi ngs f or t he pr oj ect pur suant t o cont r act c l ause " DFARS 252. 236- 7001, Cont r act Dr awi ngs, Maps and Speci f i cat i ons. "

1. 2 CONTRACT DRAWI NGS

Cont r act dr awi ngs ar e as f ol l ows:

DOCUMENT 00 01 15 Page 1

DRAWI NG

NO.

NAVSTA NO. NAVFAC DWG

NO.

TI TLE

G- 100

HM100

C- 100 C- 101 C- 102 C- 103 C- 104 C- 109 C- 110 C- 501 C- 502 S- 101 S- 102 P001

PD100

P100 P600 M001

MD100

MD101

MD102

MD103

MD600

MD601

MD602

MD603

M100 M101 M102 M103 M104 M105 M500

44490- 412 44491- 412 44495- 412 44496- 412 44497- 412 44498- 412 44499- 412 44504- 412 44505- 412 44506- 412 44507- 412 44508- 412 44509- 412 44510- 412 44511- 412 44512- 412 44513- 412 44514- 412 44515- 412 44516- 412 44517- 412 44523- 412 44524- 412 44525- 412 44526- 412 44527- 412 44528- 412 44529- 412 44530- 412 44531- 412 44532- 412 44533- 412 44534- 412

12799431 12799432 12799436 12799437 12799438 12799439 12799440 12799445 12799446 12799447 12799448 12799449 12799450 12799451 12799452 12799453 12799454 12799455 12799456 12799457 12799458 12799459 12799460 12799461 12799467 12799468 12799469 12799470 12799471 12799472 12799473 12799474 12799475

COVER SHEET

MECHANI CAL ROOMS ABATEMENT PLAN

GENERAL NOTES, LEGEND & ABBREVI ATI ONS

OVERALL EXI STI NG CONDI TI ONS

EXI STI NG CONDI TI ONS

EXI STI NG CONDI TI ONS

EXI STI NG CONDI TI ONS

SI TE LAYOUT

SI TE LAYOUT

SI TE DETAI LS

SI TE DETAI LS

PLANS, SECTI ONS & DETAI LS

SECTI ONS & DETAI LS AND GENERAL NOTES

PLUMBI NG NOTES & SYMBOLS

B23A PLUMBI NG DEMOLI TI ON PLAN

B23A PLUMBI NG PLAN

PLUMBI NG PI PI NG DI AGRAMS

MECHANI CAL NOTES & SYMBOLS

B23A MECHANI CAL DEMOLI TI ON PLAN

B43 MECHANI CAL DEMOLI TI ON PLAN

B44 MECHANI CAL DEMOLI TI ON PLAN

B49 MECHANI CAL DEMOLI TI ON PLAN

MECHANI CAL DEMO PI PI NG DI AGRAMS

MECHANI CAL DEMO PI PI NG DI AGRAMS

MECHANI CAL DEMO PI PI NG DI AGRAMS

MECHANI CAL DEMO PI PI NG DI AGRAMS

B23A MECHANI CAL PLAN

B23A MECHANI CAL PLAN

B43 MECHANI CAL PLAN

B44 MECHANI CAL PLAN

B49 MECHANI CAL PLAN

A6 MECHANI CAL PLAN

MECHANI CAL DETAI LS

DOCUMENT 00 01 15 Page 2

Dr awi ng

NO.

NAVSTA No. NAVFAC DWG.

NO.

TI TLE

M600 M601 M602 M603 M604 M605 M606 M607 M608 M609 E001 E100 E101 E102 E103 E104

44535- 412 44536- 412 44537- 412 44538- 412 44539- 412 44540- 412 44541- 412 44542- 412 44543- 412 44544- 412 44545- 412 44546- 412 44547- 412 44548- 412 44549- 412 44550- 412

12799476 12799477 12799478 12799479 12799480 12799481 12799482 12799483 12799484 12799485 12799486 12799487 12799488 12799489 12799490 12799491

MECHANI CAL PI PI NG DI AGRAMS

MECHANI CAL PI PI NG DI AGRAMS

MECHANI CAL PI PI NG DI AGRAMS

MECHANI CAL CONTROL DI AGRAMS

MECHANI CAL CONTROL DI AGRAMS

MECHANI CAL CONTROL DI AGRAMS

MECHANI CAL CONTROL DI AGRAMS

MECHANI CAL CONTROL DI AGRAMS

MECHANI CAL SCHEDULES

MECHANI CAL SCHEDULES

ELECTRI CAL NOTES & SYMBOLS

B23A ELECTRI CAL PLAN

B43 ELECTRI CAL PLAN

B44 ELECTRI CAL PLAN

B49 ELECTRI CAL PLAN

A6 ELECTRI CAL PLAN

- - End of Document - -

DOCUMENT 00 01 15 Page 3

Decentralize Boiler Plant A6 1389839

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 01 15 Page 4

DECENTRALIZE STEAM AT BOILER PLANT A6, NAVAL HEALTH CARE NEW ENGLAND (NHCNE),

NAVAL STATION NEWPORT, RI

BID SCHEDULE

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum / firm fixed price for the following item:

CLIN 0001. BASE BID. Price for providing all work in connection with the provision of all demolition and new work in Bldgs. 23A, 43, 44, and 49, new natural gas service to Bldgs. 23A, 43, 44, and 49, unit heaters in A6, complete in accordance with the drawings and specification.

CLIN DESCRIPTION PRICE FOR CLIN

0001AA Demolition and new work for boilers in Bldgs. 23A, 43, 44, and 49. Provision of unit heaters in A6.

0001AB Trenching and site work for new natural gas line installation from Third Street to B23A, 43, 44, and 49.

0001AC Asbestos abatement and trench demolition for natural gas line crossing. Refer to drawing C-109.

0001 Total of 0001AA+0001AB+

0001AC

1.2 GENERAL BID NOTES

a. Award will be made based on the total of CLINS 0001AA+0001AB+0001AC.

b. Base Bid work shall be completed within 365 days of award

c. The Government may reject an offer as non-responsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

PART 2 PRODUCTS

Not used.

DECENTRALIZE STEAM AT BOILER PLANT A6, NAVAL HEALTH CARE NEW ENGLAND (NHCNE),

NAVAL STATION NEWPORT, RI

PART 3 EXECUTION

Not used.

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00

SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s Sal vage Pl an; G

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

The wor k i ncl udes r emoval of ( 4) f aci l i t i es f r om t he bui l di ng A6 st eam suppl y syst em. The ( 4) bui l di ngs bei ng t aken of f of st eam ser vi ce ( 23A, 43, 44, and 49) shal l have t hei r st eam t o heat i ng hot wat er exchanger s r emoved and nat ur al gas boi l er s pr ovi ded i n t hei r pl ace. Bui l di ng B23A shal l al so have i t s domest i c hot wat er heat er s r epl aced.

Wor k i ncl udes t he t r enchi ng and backf i l l i ng f or t he i nst al l at i on of gas pi pi ng t o each of f our bui l di ngs, r est or at i on of pavi ng due t o gas pi pi ng i nst al l at i on, The cont r act or shal l be r esponsi bl e f or connect i ng t o t he ut i l i t y met er and pr ovi de gas di st r i but i on t o t he i nst al l ed boi l er s.

NATURAL GAS LI NE WORK:

Summar y: Pr ovi s i on of nat ur al gas t o t he bui l di ngs get t i ng new boi l er s shal l be accompl i shed as f ol l ows: The const r uct i on cont r act or t o whom t hi s speci f i cat i on appl i es shal l pr ovi de al l s i t e wor k ( excavat i on, t r ench pr epar at i on, backf i l l , pavi ng, si t e r est or at i on, et c. ) and Rhode I s l and Ener gy ( RI E) wi l l pr ovi de t he gas l i ne/ pi pi ng i nst al l at i on up t o and i ncl udi ng t he gas met er s i n t he pr epar ed t r enches under a separ at e cont r act wi t h t he Navy. ( Not e ' Nat i onal Gr i d' shal l be i nt er pr et ed as ' Rhode I s l and Ener gy' i n al l i nst ances i n t hi s speci f i cat i on and on t he dr awi ngs) . As such, f or bi ddi ng pur poses, t he const r uct i on cont r act or shal l i ncl ude cost s f or s i t e wor k r equi r ed f or gas l i ne i nst al l at i on, but shal l not i ncl ude cost s r el at ed t o t he act ual pi pe i nst al l at i on. The t r ench shal l be pr epar ed i n accor dance wi t h speci f i cat i ons pr ovi ded by RI E.

NAVFAC wi l l assi st i n coor di nat i on bet ween t he const r uct i on cont r act or and RI E, however t he const r uct i on cont r act or shal l est abl i sh wor ki ng l evel communi cat i on wi t h RI E t o ensur e pr oper s i t e coor di nat i on and schedul i ng.

The const r uct i on cont r act or shal l not di r ect RI E t o per f or m or not per f or m any wor k. The const r uct i on cont r act or shal l i mmedi at el y br i ng t o t he at t ent i on of t he Cont r act i ng Of f i cer any and al l i ssues wi t h gas l i ne i nst al l at i on.

The const r uct i on cont r act or shal l be r esponsi bl e f or pr ovi di ng al l nat ur al gas pi pi ng and appur t enances f r om t he ext er i or met er t hr ough t he ext er i or wal l i nt o t he bui l di ng up t o t he boi l er s.

SECTI ON 01 11 00 Page 1

Cont r ol s f or each f aci l i t y shal l t i e i nt o t he exi st i ng BACnet t hr ough t he exi st i ng Johnson Cont r ol s Met aSYS cont r ol l er s. Each boi l er shal l have i t s own f act or y f ur ni shed cont r ol l er t o manage i nt er nal f unct i ons. The Met aSYS shal l per f or m super vi sor y cont r ol and accept al l al ar ms f r om t he boi l er s.

Wor k al so i ncl udes pour i ng concr et e housekeepi ng pads f or new equi pment al ong wi t h r emoval of some i nt er i or bui l di ng t r enches no l onger needed.

They shal l be f i l l ed i n and have a new concr et e s l ab pour ed. Hol es i n f oundat i ons wher e pi pes ar e r emoved shal l be f i l l ed i n wi t h concr et e.

Addi t i onal l y penet r at i ons t hr ough r oof s f or pi pi ng shal l be r ei nf or ced and f l ashi ng and r oof i ng r epai r s shal l be made al ong wi t h i nci dent al r el at ed wor k.

1. 2. 2 Locat i on

The wor k i s l ocat ed at t he NHCNE ( Naval Heal t h Car e New Engl and) at Naval St at i on Newpor t , appr oxi mat el y as i ndi cat ed. NHCNE i s al so somet i mes r ef er r ed t o as Navy Medi cal Readi ness and Tr ai ni ng Command Newpor t ( NMRTC) , or al so somet i mes as Naval Hospi t al Newpor t .

1. 3 OCCUPANCY OF PREMI SES

Bui l di ng( s) wi l l be occupi ed dur i ng per f or mance of wor k under t hi s Cont r act . Occupancy not i f i cat i ons wi l l be post ed i n a pr omi nent l ocat i on i n t he wor k ar ea.

Bef or e wor k i s st ar t ed, ar r ange wi t h t he Cont r act i ng Of f i cer a sequence of pr ocedur e, means of access, space f or st or age of mat er i al s and equi pment , and use of appr oaches, cor r i dor s, and st ai r ways.

1. 4 EXI STI NG WORK

I n addi t i on t o FAR 52. 236- 9 Pr ot ect i on of Exi st i ng Veget at i on, St r uct ur es, Equi pment , Ut i l i t i es, and I mpr ovement s:

a. Remove or al t er exi st i ng wor k i n such a manner as t o pr event i nj ur y or damage t o any por t i ons of t he exi st i ng wor k whi ch r emai n.

b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k must be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.

1. 5 LOCATI ON OF UNDERGROUND UTI LI TI ES

Obt ai n di ggi ng per mi t s pr i or t o st ar t of excavat i on, and compl y wi t h I nst al l at i on r equi r ement s f or l ocat i ng and mar ki ng under gr ound ut i l i t i es.

Cont act l ocal ut i l i t y l ocat i ng ser vi ce a mi ni mum of 48 hour s pr i or t o excavat i ng, t o mar k ut i l i t i es, and wi t hi n suf f i c i ent t i me r equi r ed i f wor k occur s on a Monday or af t er a Hol i day. Ver i f y exi st i ng ut i l i t y l ocat i ons i ndi cat ed on cont r act dr awi ngs, wi t hi n ar ea of wor k.

I dent i f y and mar k al l ot her ut i l i t i es not managed and l ocat ed by t he l ocal ut i l i t y compani es. Scan t he const r uct i on s i t e wi t h Gr ound Penet r at i ng Radar ( GPR) , el ect r omagnet i c, or soni c equi pment , and mar k t he sur f ace of t he gr ound or paved sur f ace wher e exi st i ng under gr ound ut i l i t i es ar e di scover ed. Ver i f y t he el evat i ons of exi st i ng pi pi ng, ut i l i t i es, and any

SECTI ON 01 11 00 Page 2 t ype of under gr ound or encased obst r uct i on not i ndi cat ed, or speci f i ed t o be r emoved, t hat i s i ndi cat ed or di scover ed dur i ng scanni ng, i n l ocat i ons t o be t r aver sed by pi pi ng, duct s, and ot her wor k t o be conduct ed or i nst al l ed. Ver i f y el evat i ons bef or e i nst al l i ng new wor k c l oser t han near est manhol e or ot her st r uct ur e at whi ch an adj ust ment i n gr ade can be made.

1. 5. 1 Not i f i cat i on Pr i or t o Excavat i on

Not i f y t he Cont r act i ng Of f i cer at l east 48 hour s pr i or t o st ar t i ng excavat i on wor k.

1. 6 SALVAGE MATERI AL AND EQUI PMENT

I t ems desi gnat ed by t he Cont r act i ng Of f i cer t o be sal vaged r emai n t he pr oper t y of t he Gover nment . Segr egat e, i t emi ze, del i ver and of f - l oad t he sal vaged pr oper t y at t he Gover nment desi gnat ed st or age ar ea l ocat ed wi t hi n 5 mi l es of t he const r uct i on s i t e.

Pr ovi de a sal vage pl an, l i s t i ng mat er i al and equi pment t o be sal vaged, and t hei r st or age l ocat i on. Mai nt ai n pr oper t y cont r ol r ecor ds f or mat er i al or equi pment desi gnat ed as sal vage. Use a syst em of pr oper t y cont r ol t hat i s appr oved by t he Cont r act i ng Of f i cer . St or e and pr ot ect sal vaged mat er i al s and equi pment unt i l di sposi t i on by t he Cont r act i ng Of f i cer . Al l scr ap met al shal l be t ur ned over t o t he Gover nment . NAVSTA Recycl i ng Coor di nat or wi l l pr ovi de a scr ap met al dumpst er f or cont r act or use. The Gover nment wi l l haul of f t he dumpst er when f ul l and pr ovi de addi t i onal dumpst er ( s) as needed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTI ON

Not used.

- - End of Sect i on - -

SECTI ON 01 11 00 Page 3

SECTION 01 11 00 Page 4

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Contractor shall keep all building heating systems operational throughout the duration of the project. Facilities require year round heating (Existing heating system is 365 days heating.) The Contractor may request one or two cutovers for each building heating systems during construction. Number of cutovers shall be determined by contractor due to methodology of phasing the work and decision should be based on most cost effective method (or least impact to the customer). Cutover duration shall not exceed 7 days for buildings 43, 44 and 49 and a maximum of a 3 day holiday weekend for building 23A to minimize impact to the customer and mission function. Cutover from central steam generation to local building steam production shall take place during the late spring and summer months. Contractor is fully responsible for additional costs incurred due to increased utility costs.

Contractor shall require cutovers to complete the following SOW for the new heating system, cutovers NOT to exceed 2 per building.

b. The following buildings; 23A, 43, 44, and 49, will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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.

SECTION 01 14 00 Page 1

1.3.1.1 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.

1.3.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html. No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html. Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html.

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification. The Government is the final authority.

SECTION 01 14 00 Page 2

1.3.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.3 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.

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period , between 7 a.m.

and 3:30 p.m., Monday through Friday, and 7 a.m. to 11 p.m. on Saturday, excluding Government holidays.

1.3.3 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Buildings

The Contractor shall be working in an existing buildings which are occupied.

Do not enter the buildings without prior approval of the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the mechanical rooms during the

SECTION 01 14 00 Page 3 construction period.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK

OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 4

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

Earned Value Report; G

1.3 EARNED VALUE REPORT

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 an Earned Value Report (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 Earned Value Report from the cost-loaded NAS 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 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by

SECTION 01 20 00.00 20 Page 1 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.

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.

SECTION 01 20 00.00 20 Page 2

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, on NAVFAC Form 7300/30 furnished by the Government, 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 Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

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 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.

SECTION 01 20 00.00 20 Page 3

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.

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 Earned Value Report 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.

SECTION 01 20 00.00 20 Page 4

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

SECTION 01 20 00.00 20 Page 5

SECTION 01 20 00.00 20 Page 6

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. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

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. 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.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, SECTION 01 30 00 Page 1 during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 00 ASBESTOS REMEDIATION, assigned to the Private Qualified Person, directly with a first tier subcontractor.

1.7 SUPERVISION

1.7.1 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.

1.7.1.1 Project Supervision

The three roles of Superintendent, QC Manager, and SSHO may be filled by two persons if and only if those individuals meet all of the qualification and experience requirements of the respective specification sections. The two or three people assigned shall be full time and shall have no other duties assigned.

1.7.2 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.

1.7.2.1 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 NAVFAC Red Zone meetings, 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.

1.7.3 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.

SECTION 01 30 00 Page 2

1.8 PRECONSTRUCTION MEETING

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 also attend.

1.9 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.9.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.9.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.10 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members

SECTION 01 30 00 Page 3 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.

1.10.1 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 PWD FEAD/ROICC 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.

1.11 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 4

SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

05/17

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable, non-functional or specifically requested in addition to electronic submission. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

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

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

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contractor's Personnel; G

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection. Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS. Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all Contractor-designated users. Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Within 20 calendar days of contract award, provide to the Contracting

SECTION 01 31 23.13 20 Page 1

Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:

First Name Last Name E-mail Address Office Address Project Role (e.g. Project Manager, QC Manager, Superintendent)

1.4.3 Field Administration

Within 30 days of Contract Award, provide a tablet computer with a Common Access Card (CAC) reader at the job site for Government use only. The tablet computer must have a web-browser, built-in camera, and cellular data connectivity.