REV_Technical_Specifications_May_2018.pdf

Solicitation No. W912P5-17-B-0003 Amendment No. 0004

US Army Corps Of Engineers Nashville District

SHEPHERD STREET BRIDGE

REPLACEMENT

Poor Fork and Looney Creek Improvements Section 202 Flood Control Project City of Cumberland, Kentucky

TECHNICAL SPECIFICATIONS

May 2018

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Shepher d St r eet Br i dge Repl acement Ci t y of Cumber l and, Kent ucky W912P5- 17- B- 0003 Amendment No. 0004

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUI REMENTS

01 22 00 PRI CE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

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 QUALI TY CONTROL

01 45 00. 15 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE( RMS CM)

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

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMI TTALS

01 95 00 FORMS AND ATTACHMENTS

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST- I N- PLACE CONCRETE FORMI NG

03 15 00 CONCRETE ACCESSORI ES

03 20 00 CONCRETE REI NFORCI NG

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

03 35 00 CONCRETE FI NI SHI NG

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DI VI SI ON 05 - METALS

05 52 00 METAL RAI LI NGS

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

07 92 00 JOI NT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 96 00 HI GH- PERFORMANCE COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 53 TRAFFI C SI GNAGE

DI VI SI ON 31 - EARTHWORK

31 23 00 EXCAVATI ON AND FI LL

31 32 11 SOI L SURFACE EROSI ON CONTROL

31 62 16. 16 STEEL H- PI LES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 16. 17 COLD MI LLI NG OF BI TUMI NOUS PAVEMENTS

32 10 00 BI TUMI NOUS CONCRETE PAVEMENT

32 11 16 SUBBASE COURSE FOR FLEXI BLE PAVI NG

32 11 23 AGGREGATE AND/ OR GRADED- CRUSHED AGGREGATE BASE COURSE

32 11 26 BI TUMI NOUS BASE COURSE

PROJECT TABLE OF CONTENTS Page 1

32 12 10 BI TUMI NOUS TACK AND PRI ME COATS

32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKI NGS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 05 23 TRENCHLESS UTI LI TY I NSTALLATI ON

33 11 00 WATER DI STRI BUTI ON

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 46 13 FOUNDATI ON DRAI NAGE SYSTEM

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

35 31 19 STONE, CHANNEL, SHORELI NE/ COASTAL PROTECTI ON FOR

STRUCTURES

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

PROJECT TABLE OF CONTENTS Page 2

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 00 00

GENERAL REQUI REMENTS

PART 1 GENERAL

1. 1 GENERAL

1. 1. 1 Scope of Wor k

1. 2 REFERENCES

1. 2. 1 St andar d Speci f i cat i ons( KYTC St d Specs)

1. 2. 1. 1 St andar d Speci f i cat i on

1. 2. 1. 2 Non- Appl i cabl e Pr ovi s i ons of t he St andar d Speci f i cat i ons

1. 3 PARTNERI NG

1. 4 COORDI NATI ON CONFERENCES

1. 5 CONTRACTOR' S STAGI NG AND AREA USE PLAN

1. 6 PROJECT SI GNS

1. 7 ACCI DENT PREVENTI ON

1. 8 EVALUATI ON OF CONTRACTOR PERFORMANCE

1. 9 SUBMI TTALS

1. 10 VETERANS EMPLOYMENT EMPHASI S FOR U. S. ARMY CORPS OF ENGI NEERS

CONTRACTS

PART 2 PRODUCTS ( Not Used)

PART 3 EXECUTI ON

3. 1 FI ELD SURVEYS

3. 2 PROJECT SCHEDULE

3. 3 DI SPOSAL AREA SI TE PLANS

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 00 00 Page 1

SECTI ON 01 00 00

GENERAL REQUI REMENTS

PART 1 GENERAL

1. 1 GENERAL

Thi s sect i on compr i ses an expl anat i on of t he gener al cont r act r equi r ement s needed t o accompl i sh t he wor k f or t he i t ems descr i bed i n t he bi ddi ng schedul e. Thi s sect i on i s not i nt ended t o be al l encompassi ng i n t he descr i pt i ons. Al l wor k speci f i ed her ei n shal l be accompl i shed i n accor dance wi t h t he pr ocedur es pr escr i bed t he speci f i cat i ons and cont r act dr awi ngs. The Cont r act or shal l bi d each t ype of wor k under t he appl i cabl e bi d i t em. Compensat i on f or any i t em of wor k descr i bed i n t he cont r act document s, but not l i s t ed i n t he bi d schedul e shal l be i ncl uded i n t he pr i ce f or t he i t em of wor k t o whi ch i t i s made subsi di ar y.

1. 1. 1 Scope of Wor k

Thi s scope of wor k i s f or t he channel wi deni ng of Looney Cr eek i n Cumber l and, KY as par t of t he Kent ucky Fl ood Damage Reduct i on Pr oj ect .

Thi s i ncl udes t he r emoval and r epl acement of t he Shepher d St r eet Br i dge over Looney Cr eek as wel l as pavement i mpr ovement s on Mai n St r eet and Ri ver Road l ocat ed Sout h of Loooney Cr eek and t he demol i t i on of t he Sal t Bui l di ng Nor t h of t he Shepher d St r eet Br i dge. Thi s scope of wor k al so i ncl udes st or m sewer syst em i mpr ovement s and t he r el ocat i on of t he exi st i ng ut i l i t i es i mpact ed by t he pr oj ect .

1. 2 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EP 310- 1- 6a ( 2006) Si gn St andar ds Manual , VOL 1

EP 310- 1- 6b ( 2006) Si gn St andar ds Manual , VOL 2, Appendices

KENTUCKY TRANSPORTATI ON CABI NET ( KYTC)

KYTC St d Specs ( 2012) St andar d Speci f i cat i ons f or Road and Br i dge Const r uct i on, i ncl udi ng subsequent Suppl ement al s t o dat e

1. 2. 1 St andar d Speci f i cat i ons( KYTC St d Specs)

1. 2. 1. 1 St andar d Speci f i cat i on

Wher e speci f i ed, al l mat er i al s, equi pment and wor kmanshi p shal l be i n accor dance wi t h t he appl i cabl e por t i ons of KYTC St d Specs. The wor ds l i s t ed bel ow ar e t o be subst i t ut ed i n KYTC St d Specs as i ndi cat ed:

SECTI ON 01 00 00 Page 2

Commonweal t h t o Gover nment Depar t ment t o Cor ps of Engi neer s Bur eau t o Cor ps of Engi neer s Commi ssi oner t o Cont r act i ng Of f i cer Engi neer t o Cont r act i ng Of f i cer

1. 2. 1. 2 Non- Appl i cabl e Pr ovi s i ons of t he St andar d Speci f i cat i ons

Measur ement and payment pr ovi s i ons cont ai ned i n t he St andar d Speci f i cat i ons shal l be consi der ed non- appl i cabl e t o t hi s cont r act wi t h t he except i on of speci f i c r ef er ences t o speci f i c pr ovi s i ons. Li kewi se, no cont r act admi ni st r at i on pr ovi s i ons cont ai ned i n t he St andar d Speci f i cat i ons appl y t o t hi s cont r act . I n gener al , onl y t he t echni cal pr ovi s i ons associ at ed wi t h a St andar d Speci f i cat i on r ef er ence wi l l appl y.

The cont r act c l auses, cont r act admi ni st r at i on pr ovi s i ons, and measur ement and payment pr ovi s i ons cont ai ned i n t hese speci f i cat i ons and cont r act document s shal l gover n over any such pr ovi s i ons i n t he St andar d Specifications.

1. 3 PARTNERING

I n or der t o most ef f ect i vel y accompl i sh t hi s cont r act , t he Gover nment ur ges t he cont r act or t o j oi n t he Gover nment i n est abl i shi ng a cohesi ve and pr of essi onal pr oj ect management t eam. Thr ough t hi s " par t ner i ng" r el at i onshi p bot h ent i t i es woul d st r i ve t o dr aw on t he st r engt hs of each or gani zat i on f or t he ul t i mat e goal of assur i ng t hat t he pr oj ect ’ s i nt ended r esul t s ar e achi eved, wi t hi n budget and on schedul e. Thi s endeavor seeks an envi r onment t hat nur t ur es t eam bui l di ng, cooper at i on and t r ust bet ween t he Gover nment and t he Cont r act or . The par t ner i ng r el at i onshi p woul d be bi l at er al i n make- up, and par t i c i pat i on wi l l be t ot al l y vol unt ar y.

The f i r st st ep i n i ni t i at i ng t he concept woul d be a j oi nt pr oj ect management t eam " par t ner i ng" conf er ence at t ended by mul t i pl e of f i cer s f r om each or gani zat i on r epr esent i ng management and t he key j obsi t e st af f of each ent i t y. The i ni t i al conf er ence wi l l be schedul ed at t he descr et i on of each ent i t y. The Resi dent Engi neer woul d chai r t he conf er ence, est abl i sh i t s agenda and di st r i but e mi nut es of t he meet i ng. A pr of essi onal f aci l i t at or accept abl e t o bot h par t i es woul d l ead t he par t i c i pant s of t he sessi on, t hr ough t he st eps of t eam bui l di ng and t he f or mat i on of a pr obl em sol v i ng mechani sm wi t hi n t he gr oup. The conf er ence dur at i on woul d be no mor e t han one day. Locat i on of t he conf er ence woul d be of f s i t e wi t hi n a 60 mi l e r adi us of t he j obsi t e at a f aci l i t y whi ch of f er s conf er ence r ooms and f ood ser vi ce. Al l cost s i n connect i on wi t h r ent ed f aci l i t i es and t he f aci l i t at or woul d be shar ed equal l y by t he Gover nment and t he Cont r act or .

Each or gani zat i on woul d pay ot her cost s of i t s r espect i ve empl oyees at t endi ng t he conf er ence.

Addi t i onal par t ner i ng sessi ons woul d be hel d no l ess t han bi annual l y.

I mpl ement at i on of t he par t ner i ng concept and phi l osophy woul d be an on- goi ng pr ocess.

1. 4 COORDI NATI ON CONFERENCES

Rout i ne coor di nat i on conf er ences wi l l be schedul ed by t he Cont r act i ng Of f i cer t hr oughout t he l i f e of t hi s cont r act . Coor di nat i on conf er ences wi l l be hel d t o di scuss cont r act admi ni st r at i on, Cont r act or qual i t y cont r ol , phasi ng, schedul i ng, and ot her aspect s r el at i ng t o t hi s const r uct i on. The Cor ps of Engi neer s and t he Cont r act or wi l l be r epr esent ed at each of t hese meet i ngs. Si mi l ar i nf or mat i on concer ni ng

SECTI ON 01 00 00 Page 3 r epl acement per sonnel shal l be f or war ded t o t he Cont r act i ng Of f i cer , shoul d any r epl acement be r equi r ed at any t i me dur i ng t he l i f e of t hi s cont r act . Coor di nat i on conf er ences wi l l be schedul ed t o occur when not i f i ed by t he Cont r act i ng Of f i cer .

1. 5 CONTRACTOR' S STAGI NG AND AREA USE PLAN

The Cont r act or shal l submi t an Ar ea Use Pl an t o t he Cont r act i ng Of f i cer , f or appr oval , wi t hi n t en ( 10) days af t er r ecei pt of t he cont r act Not i ce t o Pr oceed. The Ar ea Use Pl an shal l show t he f ol l owi ng:

a. Locat i on of Cont r act or of f i ces t r ai l er s and sheds.

b. Locat i on of al l Cont r act or st or age ar eas.

c. Locat i on of Cont r act or st agi ng ar eas.

d. Tempor ar y ut i l i t y t i e- i ns.

e. Locat i on of haul r oads f . Requi r ed t el ephone ser vi ce and l ocat i ons.

1. 6 PROJECT SI GNS

a. Gener al . The Cont r act or shal l f ur ni sh and er ect wi t hi n 30 days af t er i ssue of t he Not i ce t o Pr oceed at t he l ocat i on di r ect ed, a PROJECT I DENTI FI CATI ON SI GN and a SAFETY PERFORMANCE SI GN. The si gns shal l be l et t er ed on one si de onl y and shal l conf or m t o EP 310- 1- 6a, EP 310- 1- 6b, and t o t he det ai l s and col or s shown on t he sket ches at t ached at t he end of Sect i on 01 95 00 FORMS AND ATTACHMENTS. The name of t he pr oj ect shal l be as f ol l ows:

SHEPHERD STREET BRI DGE REPLACEMENT

b. Mat er i al s. The si gn shal l be const r uct ed wi t h a f ace sheet of 3/ 4 i nch ext er i or gr ade pl ywood mount ed on a subst ant i al f r amewor k of t r eat ed 4- i nch by 4- i nch mat er i al . Scr ews shal l be commer ci al qual i t y and of s i zes shown.

c. Pai nt i ng. The si gns and post s shal l be gi ven one pr i me coat and t wo f i ni sh coat s of ext er i or oi l pai nt bef or e l et t er i ng. Let t er s and t r i m shal l be appl i ed t o one si de onl y usi ng one coat of enamel of col or , st y l e, and si ze shown.

d. Er ect i on and Mai nt enance. The si gns shal l be er ect ed at t he desi gnat ed l ocat i ons. Si gns shal l be pl umb and backf i l l of post hol es shal l be wel l t amped t o pr oper l y suppor t t he s i gns out t he l i f e of t he cont r act . The si gns shal l be mai nt ai ned i n good condi t i on unt i l compl et i on of t he cont r act , shal l r emai n t he pr oper t y of t he Cont r act or , and shal l be r emoved f r om t he si t e upon f i nal accept ance of t he cont r act wor k.

1. 7 ACCI DENT PREVENTI ON

Acci dent pr event i on r equi r ement s f or t hi s pr oj ect ar e st at ed i n Sect i on

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS.

1. 8 EVALUATI ON OF CONTRACTOR PERFORMANCE

The Cont r act or ' s per f or mance wi l l be eval uat ed i n accor dance wi t h FAR Par t

42. 15 i n t he ar eas of qual i t y, schedul e, cost cont r ol , management , ut i l i zat i on of smal l busi nesses, and r egul at or y compl i ance at mi ni mum.

The eval uat i on wi l l i ncl ude a wr i t t en nar r at i ve and r at i ng of ei t her

SECTI ON 01 00 00 Page 4 except i onal , ver y good, sat i sf act or y, mar gi nal , or unsat i sf act or y f or each. The f or mat f or t he eval uat i on i s i ncl uded i n Appendi x A - FORMS AND

ATTACHMENTS.

The Cont r act or ' s r evi ew of t he eval uat i on shal l be compl et ed el ect r oni cal l y at t he CPARS websi t e, http://www.cpars.gov . Thi s websi t e al so i ncl udes gui dance and t he user ' s manual .

Upon cont r act awar d, t he Cont r act or shal l pr ovi de t he Cont r act i ng Of f i cer wi t h t he name and e- mai l addr ess of t he Cont r act or ' s Repr esent at i ve t o be r egi st er ed i nt o t he syst em. Fol l owi ng i ni t i al compl et i on by t he Gover nment , t he Cont r act or wi l l have si xt y ( 60) cal endar days t o r evi ew, comment , and r et ur n t he eval uat i on.

1. 9 SUBMITTALS

Cont r act i ng Of f i cer 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

Ar ea Use Pl an; G

Ar ea Use Pl an r equi r ement s ar e det ai l ed under Par agr aph 1. 5 CONTRACTOR' S STAGI NG AND AREA USE PLAN of t hi s speci f i cat i on section.

1. 10 VETERANS EMPLOYMENT EMPHASI S FOR U. S. ARMY CORPS OF ENGI NEERS

CONTRACTS

I n addi t i on t o compl yi ng wi t h t he r equi r ement s out l i ned i n FAR Par t 22. 13, FAR Pr ovi s i on 52. 222- 38, FAR Cl ause 52. 222- 35, FAR Cl ause 52. 222- 37, DFARS

222. 13 and Depar t ment of Labor r egul at i ons, U. S. Ar my Cor ps of Engi neer s ( USACE) cont r act or s and subcont r act or s at al l t i er s ar e encour aged t o pr omot e t he t r ai ni ng and empl oyment of U. S. vet er ans whi l e per f or mi ng under a USACE cont r act . Whi l e no set - asi de, eval uat i on pr ef er ence, or i ncent i ve appl i es t o t he sol i c i t at i on or per f or mance under t he r esul t ant cont r act , USACE cont r act or s ar e encour aged t o seek out hi ghl y qual i f i ed vet er ans t o per f or m ser vi ces under t hi s cont r act . The f ol l owi ng r esour ces ar e avai l abl e t o assi st USACE cont r act or s i n t hei r out r each ef f or t s:

a. U. S. Depar t ment of Labor Vet er ans empl oyment : www.vets.gov/

b. Feder al vet er an empl oyment i nf or mat i on: www.fedshirevets.gov/index.aspx

c. Vet er ans’ Empl oyment and Tr ai ni ng Ser vi ce ( VETS) :

http://www.dol.gov/vets/

d. Vet er ans Oppor t uni t y t o Wor k ( VOW) Pr ogr am: http://benefits.va.gov/vow/

e. U. S. Ar my War r i or Tr ansi t i on Command Empl oyment I ndex:

http://www.wct.army.mil/modules/employers/index.html f . Hi r i ng Our Her oes i ni t i at i ve:

www.uschamberfoundation.org/hiring-our-heroes

g. Gui de t o Hi r i ng Vet er ans:

SECTI ON 01 00 00 Page 5 www.whitehouse.gov/sites/default/files/docs/white_house_business_council_ -_guide_to_hiring_veterans_0.pdf

PART 2 PRODUCTS ( Not Used)

PART 3 EXECUTI ON

3. 1 FI ELD SURVEYS

Al l sur veys shal l be per f or med and cer t i f i ed by a l and sur veyor r egi st er ed by t he St at e of Kent ucky. They shal l be conduct ed i n t he pr esence of t he Cont r act i ng Of f i cer or an aut hor i zed r epr esent at i ve unl ess t hi s r equi r ement i s wai ved by t he Cont r act i ng Of f i cer . The Cont r act or shal l not i f y t he Cont r act i ng Of f i cer not l ess t han t hr ee wor ki ng days i n advance of each sur vey. I n t he event of unavai l abi l i t y of t he Cont r act i ng Of f i cer or an aut hor i zed r epr esent at i ve, t he Cont r act or shal l per f or m t he sur vey and cer t i f y t o t he Cont r act i ng Of f i cer t hat i t compl i es wi t h t hese speci f i cat i ons. Sur vey r esul t s cer t i f i ed by t he r egi st er ed sur veyor shal l be pr ovi ded t o t he Cont r act i ng Of f i cer i n t he f or m of r aw dat a and al so i n l egi bl e scal ed pl ot s of t he dat a as appl i cabl e.

3. 2 PROJECT SCHEDULE

The Cont r act or shal l pr ovi de a pr oj ect schedul e i n accor dance wi t h Cont r act Cl ause 52. 236- 15 SCHEDULES FOR CONSTRUCTI ON CONTRACTS and Sect i on

01 32 01 PROJECT SCHEDULE.

Pr oj ect Schedul e shal l be capabl e of pr ovi di ng al l r equi r ement s of t hi s speci f i cat i on. Fai l ur e of t he Cont r act or t o meet t he r equi r ement s of t hi s speci f i cat i on shal l r esul t i n t he di sappr oval of t he schedul e. Manual met hods used t o pr oduce any r equi r ed i nf or mat i on shal l r equi r e appr oval by t he Cont r act i ng Of f i cer .

3. 3 DI SPOSAL AREA SI TE PLANS

The Cont r act or i s r esponsi bl e f or pr epar i ng a pl an f or di sposal of mat er i al s at t he di sposal s i t e i dent i f i ed on t he pr oj ect pl ans as r equi r ed i n Sect i on 31 23 00 EXCAVATI ON AND FI LL. Pl acement of f i l l at t he di sposal s i t es i s gover ned by Sect i on 31 23 00 Par agr aph 3. 16, Mai nt enance of Di sposal Ar ea.

The di sposal ar ea pl ans shal l be submi t t ed t o t he Gover nment f or r evi ew and appr oval pr i or t o i ni t i at i on of wor k. Er osi on pr ot ect i on shal l be i n accor dance wi t h t he r equi r ement s of Sect i on 01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS. A sket ch showi ng t he pr oper t y sur vey of t he di sposal s i t e i s pr ovi ded i n dr awi ng Q1P- 64/ 245a.

- - End of Sect i on - -

SECTI ON 01 00 00 Page 6

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 SUBMI TTALS

1. 2 PAYMENT I TEMS

1. 3 GENERAL

1. 3. 1 Mobi l i zat i on and Demobi l i zat i on

1. 3. 1. 1 Payment

1. 3. 1. 2 Uni t of Measur e

1. 3. 2 Per f or mance and Payment Bonds

1. 3. 2. 1 Payment

1. 3. 2. 2 Uni t of Measur e

1. 3. 3 Demol i t i on

1. 3. 3. 1 Payment

1. 3. 3. 2 Uni t of Measur e

1. 3. 4 Tr af f i c Si gnage

1. 3. 4. 1 Payment

1. 3. 4. 2 Uni t of Measur e

1. 3. 5 Er osi on Cont r ol

1. 3. 5. 1 Payment

1. 3. 5. 2 Uni t of Measur e

1. 3. 6 PREBORED HOLES

1. 3. 6. 1 Payment

1. 3. 6. 2 Measur ement

1. 3. 6. 3 Uni t of Measur e

1. 3. 7 Pi l es - St eel HP 12X53

1. 3. 7. 1 Payment

1. 3. 7. 2 Measur ement

1. 3. 7. 3 Uni t of Measur e

1. 3. 8 Br i dge Const r uct i on

1. 3. 8. 1 Payment

1. 3. 8. 2 Uni t of Measur e

1. 3. 9 Excavat i on and Fi l l

1. 3. 9. 1 Payment

1. 3. 9. 2 Uni t of Measur e

1. 3. 10 Ext er i or I mpr ovement s

1. 3. 10. 1 Payment

1. 3. 10. 2 Uni t of Measur e

1. 3. 11 Si t e Ut i l i t i es

1. 3. 11. 1 Payment

1. 3. 11. 2 Uni t of Measur e

1. 3. 12 Channel Li ni ng Cl ass I I I

1. 3. 12. 1 Payment

1. 3. 12. 2 Measur ement

1. 3. 12. 3 Uni t of Measur e

PART 2 PRODUCTS

SECTI ON 01 22 00 Page 1

PART 3 EXECUTI ON

3. 1 CONTRACT COST BREAKDOWN

SECTI ON 01 22 00 Page 2

SECTI ON 01 22 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 SUBMITTALS

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 i nf or mat i on onl y. 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- 03 Pr oduct Dat a

Wei ght Cer t i f i cat es

1. 2 PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act payment s wi l l be made ar e l i s t ed i n t he BI DDI NG SCHEDULE and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar payment i t em, ar e i ncl uded i n t he l i s t ed i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The pr i ce and payment made f or each i t em l i st ed const i t ut es f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

1. 3 GENERAL

1. 3. 1 Mobi l i zat i on and Demobi l i zat i on

1. 3. 1. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h mobi l i zat i on and demobi l i zat i on as def i ned i n Cont r act Cl ause 252. 236- 7004 PAYMENT FOR

MOBI LI ZATI ON AND DEMOBI LI ZATI ON.

60 per cent of t he pr i ce f or t hi s payment i t em wi l l be pai d upon compl et i on of t he Cont r act or ' s mobi l i zat i on at t he wor k s i t e.

The r emai ni ng 40 per cent wi l l be pai d upon compl et i on of demobilization.

1. 3. 1. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 2 Per f or mance and Payment Bonds

1. 3. 2. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h per f or mance and payment bonds. I n accor dance wi t h Cont r act Cl ause 52. 232- 5 PAYMENTS UNDER

SECTI ON 01 22 00 Page 3

FI XED- PRI CE CONSTRUCTI ON CONTRACTS, t he pr emi ums f or per f or mance and payment bonds shal l be i ncl uded i n t he cont r act pr i ce. Payment f or t he pr emi ums f or per f or mance and payment bonds wi l l be made at t he cont r act pr i ce per Job f or " Per f or mance & Payment Bonds. " Payment s made under t hi s pr ovi s i on shal l not exceed t he amount i ncl uded f or " Per f or mance & Payment Bonds, " whi ch payment shal l t ake i nt o consi der at i on any di scount s or r ebat es t o t he Cont r act or f r om t he Sur et y. The Cont r act or i s advi sed t hat t he pay i t em " Per f or mance & Payment Bonds" i s onl y f or t he cost of bonds.

Ot her cost s shoul d be al l ocat ed t o t he appr opr i at e bi d i t ems.

1. 3. 2. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 3 Demolition

1. 3. 3. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h al l demol i t i on oper at i ons i ncl udi ng asbest os abat ement and cl ear i ng and gr ubbi ng as speci f i ed i n Sect i on 02 41 00 DEMOLI TI ON. Payment f or demol i t i on wi l l be made at t he cont r act pr i ce per Job f or " Demol i t i on" .

1. 3. 3. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 4 Tr af f i c Si gnage

1. 3. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng t r af f i c s i gnage as speci f i ed i n Sect i on 10 14 53 TRAFFI C SI GNAGE and as shown i n t he dr awi ngs. Payment f or t r af f i c s i gnage wi l l be made at t he cont r act pr i ce per Job f or " Tr af f i c Si gnage" .

1. 3. 4. 2 Uni t of Measur e

Uni t of measur e: Job .

1. 3. 5 Er osi on Cont r ol

1. 3. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h er osi on cont r ol s, as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment f or er osi on cont r ol s wi l l be made at t he cont r act pr i ce per Job f or " Er osi on Cont r ol " .

1. 3. 5. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 6 PREBORED HOLES

1. 3. 6. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ebor i ng hol es as speci f i ed i n Sect i on 31 62 16. 16 STEEL H- PI LES and as shown i n t he

SECTI ON 01 22 00 Page 4 dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Pr ebor ed Hol es" .

1. 3. 6. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he ver t i cal l i near f oot of sat i sf act or i l y per f or med pr ebor ed hol es.

Pi l e pr ebor e shal l be measur ed f r om f oot i ng el evat i on t o t he dept h speci f i ed i n r ock. Payment wi l l be made f or cost s associ at ed wi t h pl acement of j ob pi l es, whi ch i ncl udes cost s of handl i ng and pr ebor i ng, compi l i ng and submi t t i ng pi l e pl acement r ecor ds, backf i l l i ng voi ds ar ound pi l es, and any ot her i t ems i nci dent al t o pl aci ng pi l es t o t he r equi r ed el evat i on. No payment wi l l be made f or mi spl aced pi l es or pi l es exceedi ng t he maxi mum l i mi t s f or r ot at i on, l at er al devi at i on, and var i at i on i n al i gnment . No payment wi l l be made f or pi l es t hat ar e det er mi ned by t he Cont r act i ng Of f i cer t o be unsui t abl e f or t he wor k.

1. 3. 6. 3 Uni t of Measur e

Uni t of measur e: Li near Foot ( LF) .

1. 3. 7 Pi l es - St eel HP 12X53

1. 3. 7. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h accept ed quant i t i es of st eel pi l es i nst al l ed as speci f i ed i n Sect i on 31 62 16. 16 STEEL H- PI LES and as shown i n t he dr awi ngs. Payment wi l l be made at t he appl i cabl e cont r act uni t pr i ce per l i near f oot ( LF) f or " Pi l es - St eel HP 12X53" .

Payment wi l l be at t he cont r act uni t pr i ce per uni t l engt h, f or accept abl e pi l es act ual l y i nst al l ed. Wor k i ncl udes f ur ni shi ng l abor , mat er i al s, t ool s, equi pment , and i nci dent al s r equi r ed f or i nst al l i ng pi l es i ncl udi ng pi l e cut of f and r emoval and r epl acement of damaged, mi sl ocat ed, or ot her wi se r ej ect ed pi l es. I ncl ude t he r epl acement of heaved pi l es t o t he r equi r ed t i p el evat i on as di r ect ed by t he Cont r act i ng Of f i cer .

1. 3. 7. 2 Measurement

Quant i t i es of pi l es wi l l be measur ed i n ver t i cal l i near f eet f or t he t ot al l engt h of pi l e i nst al l ed bel ow t he pi l e cut - of f el evat i on. Unused l engt hs of pi l es, cor r ect i ve wor k, and r e- dr i ven pi l es wi l l not be measur ed f or payment . These pr i ces shal l be f ul l compensat i on f or f ur ni shi ng al l pl ant , equi pment , l abor , mat er i al s and suppl i es t o f ur ni sh and i nst al l t he piles.

Payment shal l i ncl ude cost s associ at ed wi t h f ur ni shi ng and del i ver i ng t he r equi r ed l engt hs of pi l es t o t he wor k s i t e. No payment wi l l be made f or t he l engt hs of pi l es exceedi ng r equi r ed l engt hs. No payment wi l l be made f or pi l es damaged dur i ng del i ver y, st or age, handl i ng, or dr i v i ng t o t he ext ent t hat t hey ar e det er mi ned by t he Cont r act i ng Of f i cer t o be unsui t abl e f or t he wor k.

1. 3. 7. 3 Uni t of Measur e

Uni t of measur e: Li near Foot ( LF) .

SECTI ON 01 22 00 Page 5

1. 3. 8 Br i dge Const r uct i on

1. 3. 8. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h al l wor k associ at ed wi t h t he const r uct i on of t he br i dge st r uct ur e per appl i cabl e speci f i cat i on sect i ons and as shown i n t he cont r act dr awi ngs. Appl i cabl e speci f i cat i on sect i ons i ncl ude but ar e not l i mi t ed t o:

03 15 00 CONCRETE ACCESSORI ES,

03 20 00 CONCRETE REI NFORCI NG,

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

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE,

05 52 00 METAL RAI LI NGS,

07 92 00 JOI NT SEALANTS, and

09 96 00 HI GH- PERFORMANCE COATI NGS.

Payment f or br i dge const r uct i on wi l l be made at t he cont r act uni t pr i ce per Job f or " Br i dge Const r uct i on" .

1. 3. 8. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 9 Excavat i on and Fi l l

1. 3. 9. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h al l wor k associ at ed wi t h al l ear t hwor k act i v i t i es per sect i on 31 23 00 EXCAVATI ON AND FI LL and as shown i n t he cont r act dr awi ngs. Payment f or ext er i or i mpr ovement s wi l l be made at t he cont r act uni t pr i ce per Job f or " Excavat i on and Fi l l " .

1. 3. 9. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 10 Ext er i or I mpr ovement s

1. 3. 10. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h al l wor k associ at ed wi t h t he i nst al l at i on of al l ext er i or i mpr ovement s per appl i cabl e speci f i cat i on sect i ons and as shown i n t he cont r act dr awi ngs. Appl i cabl e speci f i cat i on sect i ons i ncl ude but ar e not l i mi t ed t o:

32 01 16. 17 COLD MI LLI NG OF BI TUMI NOUS PAVEMENTS,

32 10 00 BI TUMI NOUS CONCRETE PAVEMENT,

32 11 16 SUBBASE COURSE FOR FLEXI BLE PAVI NG,

32 11 23 AGGREGATE AND/ OR GRADED- CRUSHED AGGREGATE BASE COURSE,

32 11 26 BI TUMI NOUS BASE COURSE,

32 12 10 BI TUMI NOUS TACK AND PRI ME COATS,

32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS,

32 17 23 PAVEMENT MARKI NGS, and

32 92 19 SEEDI NG.

Payment f or ext er i or i mpr ovement s wi l l be made at t he cont r act uni t pr i ce per Job f or " Ext er i or I mpr ovement s" .

SECTI ON 01 22 00 Page 6

1. 3. 10. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 11 Si t e Ut i l i t i es

1. 3. 11. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h al l wor k associ at ed wi t h t he i nst al l at i on of al l s i t e ut i l i t i es per appl i cabl e speci f i cat i on sect i ons and as shown i n t he cont r act dr awi ngs. Appl i cabl e speci f i cat i on sect i ons i ncl ude but ar e not l i mi t ed t o:

33 05 23 TRENCHLESS UTI LI TY I NSTALLATI ON,

33 11 00 WATER DI STRI BUTI ON,

33 40 00 STORM DRAI NAGE UTI LI TI ES, and

33 46 13 FOUNDATI ON DRAI NAGE SYSTEM.

Payment f or s i t e ut i l i t i es wi l l be made at t he cont r act uni t pr i ce per Job f or " Si t e Ut i l i t i es" .

1. 3. 11. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 3. 12 Channel Li ni ng Cl ass I I I

1. 3. 12. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h f ur ni shi ng, t r anspor t i ng, st ockpi l i ng ( i f appl i cabl e) , pl aci ng, and const r uct i ng Channel Li ni ng Cl ass I I I , as speci f i ed i n Sect i on 35 31 19 STONE, CHANNEL, SHORELI NE/ COASTAL PROTECTI ON FOR STRUCTURES and shown i n t he dr awi ngs.

1. 3. 12. 2 Measurement

Measur e channel l i ni ng f or payment by t he t on ( 2, 000 pounds) by wei ghi ng each t r uckl oad t o t he near est 0. 1 t on, and t he f i nal quant i t y of each t r uckl oad i s r ounded t o t he near est whol e t on. Wei gh f or payment on appr oved scal es bef or e bei ng pl aced i n t he wor k. Quar r y wei ght s wi l l not be accept ed. Use scal es of suf f i c i ent l engt h t o per mi t s i mul t aneous wei ghi ng al l axl e l oads. Scal es must be i nspect ed, t est ed and seal ed as di r ect ed t o assur e accur acy wi t h 0. 5 per cent t hr oughout t he r ange of t he scal es. Cer t i f y scal es l ocat ed at t he s i t e of t he wor k as t o accur acy by an accept abl e scal es company r epr esent at i ve pr i or t o wei ghi ng any mat er i al . Scal es wi l l be checked and cer t i f i ed bef or e haul i ng and r echecked and r ecer t i f i ed whenever a var i ance i s suspect ed. Fur ni sh t he scal es. I f commer ci al scal es ar e r eadi l y avai l abl e i n c l ose pr oxi mi t y, 10 mi l es of s i t e of wor k, t he Cont r act i ng Of f i cer may appr ove t he use of t he scal es. Wei gh mat er i al i n t he pr esence of t he Gover nment r epr esent at i ve.

The Cont r act i ng Of f i cer may el ect t o accept cer t i f i ed wei ght cer t i f i cat es f ur ni shed by a publ i c wei ghmast er i n l i eu of scal e wei ght s at t he j obsi t e.

1. 3. 12. 3 Uni t of Measur e

Uni t of measur e: TON ( 2, 000 pounds) .

SECTI ON 01 22 00 Page 7

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

3. 1 CONTRACT COST BREAKDOWN

The Cont r act or must f ur ni sh wi t hi n 30 days af t er t he dat e of Not i ce t o Pr oceed, and pr i or t o t he submi ssi on of i t s f i r st par t i al payment est i mat e, a br eakdown of al l s i ngl e j ob pay i t ems whi ch wi l l be r evi ewed by t he Cont r act i ng Of f i cer as t o pr opr i et y of di st r i but i on of t he t ot al cost t o t he var i ous account s. Any unbal anced i t ems as bet ween ear l y and l at e payment i t ems or ot her di scr epanci es wi l l be r evi sed by t he Cont r act i ng Of f i cer t o agr ee wi t h a r easonabl e cost of t he wor k i ncl uded i n t he var i ous i t ems. Thi s cont r act cost br eakdown wi l l t hen be ut i l i zed as t he basi s f or pr ogr ess payment s t o t he Cont r act or .

SECTI ON 01 22 00 Page 8

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 PROJECT SCHEDULER QUALI FI CATI ONS

PART 2 PRODUCTS

2. 1 SOFTWARE

2. 1. 1 Gover nment Def aul t Sof t war e

2. 1. 2 Cont r act or Sof t war e

2. 1. 2. 1 Pr i maver a

2. 1. 2. 2 Ot her Than Pr i maver a

PART 3 EXECUTI ON

3. 1 GENERAL REQUI REMENTS

3. 2 BASI S FOR PAYMENT AND COST LOADI NG

3. 2. 1 Act i v i t y Cost Loadi ng

3. 2. 2 Wi t hhol di ngs / Payment Rej ect i on

3. 3 PROJECT SCHEDULE DETAI LED REQUI REMENTS

3. 3. 1 Level of Det ai l Requi r ed

3. 3. 2 Act i v i t y Dur at i ons

3. 3. 3 Pr ocur ement Act i v i t i es

3. 3. 4 Mandat or y Tasks

3. 3. 5 Gover nment Act i v i t i es

3. 3. 6 St andar d Act i v i t y Codi ng Di ct i onar y

3. 3. 6. 1 Wor ker s Per Day ( WRKP)

3. 3. 6. 2 Responsi bl e Par t y Codi ng ( RESP)

3. 3. 6. 3 Ar ea of Wor k Codi ng ( AREA)

3. 3. 6. 4 Modi f i cat i on Number ( MODF)

3. 3. 6. 5 Bi d I t em Codi ng ( BI DI )

3. 3. 6. 6 Phase of Wor k Codi ng ( PHAS)

3. 3. 6. 7 Cat egor y of Wor k Codi ng ( CATW)

3. 3. 6. 8 Feat ur e of Wor k Codi ng ( FOW)

3. 3. 7 Cont r act Mi l est ones and Const r ai nt s

3. 3. 7. 1 Pr oj ect St ar t Dat e Mi l est one and Const r ai nt

3. 3. 7. 2 End Pr oj ect Fi ni sh Mi l est one and Const r ai nt

3. 3. 7. 3 I nt er i m Compl et i on Dat es and Const r ai nt s

3. 3. 7. 3. 1 St ar t Phase

3. 3. 7. 3. 2 End Phase

3. 3. 8 Cal endar s

3. 3. 9 Open Ended Logi c

3. 3. 10 Def aul t Pr ogr ess Dat a Di sal l owed

3. 3. 11 Out - of - Sequence Pr ogr ess

3. 3. 12 Added and Del et ed Act i v i t i es

SECTI ON 01 32 01 Page 1

3. 3. 13 Or i gi nal Dur at i ons

3. 3. 14 Leads, Lags, and St ar t t o Fi ni sh Rel at i onshi ps

3. 3. 15 Ret ai ned Logi c

3. 3. 16 Per cent Compl et e

3. 3. 17 Remai ni ng Dur at i on

3. 3. 18 Cost Loadi ng of Cl oseout Act i v i t i es

3. 3. 18. 1 As- Bui l t Dr awi ngs

3. 3. 18. 2 O & M Manual s

3. 3. 19 Ant i c i pat ed Adver se Weat her

3. 3. 20 Ear l y Compl et i on Schedul e and t he Ri ght t o Fi ni sh Ear l y

3. 4 PROJECT SCHEDULE SUBMI SSI ONS

3. 4. 1 Pr el i mi nar y Pr oj ect Schedul e Submi ssi on

3. 4. 2 I ni t i al Pr oj ect Schedul e Submi ssi on

3. 4. 3 Per i odi c Schedul e Updat es

3. 5 SUBMI SSI ON REQUI REMENTS

3. 5. 1 Dat a CD/ DVDs

3. 5. 2 Nar r at i ve Repor t

3. 5. 3 Schedul e Repor t s

3. 5. 3. 1 Act i v i t y Repor t

3. 5. 3. 2 Logi c Repor t

3. 5. 3. 3 Tot al Fl oat Repor t

3. 5. 3. 4 Ear ni ngs Repor t by CLI N

3. 5. 3. 5 Schedul e Log

3. 5. 4 Net wor k Di agr am

3. 5. 4. 1 Cont i nuous Fl ow

3. 5. 4. 2 Pr oj ect Mi l est one Dat es

3. 5. 4. 3 Cr i t i cal Pat h

3. 5. 4. 4 Bandi ng

3. 5. 4. 5 Cash Fl ow / Schedul e Var i ance Cont r ol ( SVC) Di agr am

3. 6 PERI ODI C SCHEDULE UPDATE

3. 6. 1 Per i odi c Schedul e Updat e Meet i ngs

3. 6. 2 Updat e Submi ssi on Fol l owi ng Pr ogr ess Meet i ng

3. 7 WEEKLY PROGRESS MEETI NGS

3. 8 REQUESTS FOR TI ME EXTENSI ONS

3. 8. 1 Just i f i cat i on of Del ay

3. 8. 2 Ti me I mpact Anal ysi s ( Pr ospect i ve Anal ysi s)

3. 8. 3 For ensi c Schedul e Anal ysi s ( Ret r ospect i ve Anal ysi s)

3. 8. 4 Fr agment ar y Net wor k ( Fr agnet )

3. 8. 5 Ti me Ext ensi on

3. 8. 6 I mpact t o Ear l y Compl et i on Schedul e

3. 9 FAI LURE TO ACHI EVE PROGRESS

3. 9. 1 Ar t i f i c i al l y I mpr ovi ng Pr ogr ess

3. 9. 2 Fai l ur e t o Per f or m

3. 9. 3 Recover y Schedul e

3. 10 OWNERSHI P OF FLOAT

3. 11 TRANSFER OF SCHEDULE DATA I NTO RMS/ QCS

3. 12 PRI MAVERA P6 MANDATORY REQUI REMENTS

SECTI ON 01 32 01 Page 2

SECTI ON 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AACE I NTERNATI ONAL ( AACE)

AACE 29R- 03 ( 2011) For ensi c Schedul e Anal ysi s

AACE 52R- 06 ( 2006) Ti me I mpact Anal ysi s - As Appl i ed i n Const r uct i on

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

ER 1- 1- 11 ( 1995) Admi ni st r at i on - - Pr ogr ess, Schedul es, and Net wor k Anal ysi s Syst ems

1. 2 SUBMITTALS

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 i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . 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

Pr oj ect Schedul er Qual i f i cat i ons; G Pr el i mi nar y Pr oj ect Schedul e; G I ni t i al Pr oj ect Schedul e; G Per i odi c Schedul e Updat e; G

1. 3 PROJECT SCHEDULER QUALI FI CATI ONS

Desi gnat e an aut hor i zed r epr esent at i ve t o be r esponsi bl e f or t he pr epar at i on of t he schedul e and al l r equi r ed updat i ng and pr oduct i on of r epor t s. The aut hor i zed r epr esent at i ve must have a mi ni mum of 2- year s exper i ence schedul i ng const r uct i on pr oj ect s s i mi l ar i n s i ze and nat ur e t o t hi s pr oj ect wi t h schedul i ng sof t war e t hat meet s t he r equi r ement s of t hi s speci f i cat i on. Repr esent at i ve must have a compr ehensi ve knowl edge of CPM schedul i ng pr i nci pl es and appl i cat i on.

PART 2 PRODUCTS

2. 1 SOFTWARE

The schedul i ng sof t war e ut i l i zed t o pr oduce and updat e t he schedul es r equi r ed her ei n must be capabl e of meet i ng al l r equi r ement s of t hi s

SECTI ON 01 32 01 Page 3 specification.

2. 1. 1 Gover nment Def aul t Sof t war e

The Gover nment i nt ends t o use Pr i maver a P6.

2. 1. 2 Cont r act or Sof t war e

Schedul i ng sof t war e used by t he cont r act or must be commer ci al l y avai l abl e f r om t he sof t war e vendor f or pur chase wi t h vendor sof t war e suppor t agr eement s avai l abl e. The sof t war e r out i ne used t o cr eat e t he r equi r ed sdef f i l e must be cr eat ed and suppor t ed by t he sof t war e manuf act ur er .

2. 1. 2. 1 Primavera

I f Pr i maver a P6 i s sel ect ed f or use, pr ovi de t he " xer " expor t f i l e i n a ver si on of P6 i mpor t abl e by t he Gover nment syst em.

2. 1. 2. 2 Ot her Than Pr i maver a

I f t he cont r act or chooses sof t war e ot her t han Pr i maver a P6, t hat i s compl i ant wi t h t hi s speci f i cat i on, pr ovi de f or t he Gover nment ' s use t wo l i censes, t wo comput er s, and t r ai ni ng f or t wo Gover nment empl oyees i n t he use of t he sof t war e. These comput er s wi l l be st and- al one and not connect ed t o Gover nment net wor k. Comput er s and l i censes wi l l be r et ur ned at pr oj ect compl et i on.

PART 3 EXECUTI ON

3. 1 GENERAL REQUI REMENTS

Pr epar e f or appr oval a Pr oj ect Schedul e, as speci f i ed her ei n, pur suant t o FAR Cl ause 52. 236- 15, SCHEDULE FOR CONSTRUCTI ON CONTRACTS. Show i n t he schedul e t he pr oposed sequence t o per f or m t he wor k and dat es cont empl at ed f or st ar t i ng and compl et i ng al l schedul e act i v i t i es. The schedul i ng of t he ent i r e pr oj ect i s r equi r ed. The schedul i ng of construction i s t he r esponsi bi l i t y of t he Cont r act or . Cont r act or management per sonnel must act i vel y par t i c i pat e i n i t s devel opment . Subcont r act or s and suppl i er s wor ki ng on t he pr oj ect must al so cont r i but e i n devel opi ng and mai nt ai ni ng an accur at e Pr oj ect Schedul e. Pr ovi de a schedul e t hat i s a f or war d pl anni ng as wel l as a pr oj ect moni t or i ng t ool . Use t he Cr i t i cal Pat h Met hod ( CPM) of net wor k cal cul at i on t o gener at e al l Pr oj ect Schedul es.

Pr epar e each Pr oj ect Schedul e usi ng t he Pr ecedence Di agr am Met hod ( PDM) .

3. 2 BASI S FOR PAYMENT AND COST LOADI NG

The schedul e i s t he basi s f or det er mi ni ng cont r act ear ni ngs dur i ng each updat e per i od and t her ef or e t he amount of each pr ogr ess payment . The aggr egat e val ue of al l act i v i t i es coded t o a cont r act CLI N must equal t he val ue of t he CLI N.

3. 2. 1 Act i v i t y Cost Loadi ng

Act i v i t y cost l oadi ng must be r easonabl e and wi t hout f r ont - end l oadi ng.

Pr ovi de addi t i onal document at i on t o demonst r at e r easonabl eness i f r equest ed by t he Cont r act i ng Of f i cer .

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3. 2. 2 Wi t hhol di ngs / Payment Rej ect i on

Fai l ur e t o meet t he r equi r ement s of t hi s speci f i cat i on may r esul t i n t he di sappr oval of t he pr el i mi nar y, i ni t i al or per i odi c schedul e updat es and subsequent r ej ect i on of payment r equest s unt i l compl i ance i s met .

I n t he event t hat t he Cont r act i ng Of f i cer di r ect s schedul e r evi s i ons and t hose r evi s i ons have not been i ncl uded i n subsequent Pr oj ect Schedul e r evi s i ons or updat es, t he Cont r act i ng Of f i cer may wi t hhol d 10 per cent of pay r equest amount f r om each payment per i od unt i l such r evi s i ons t o t he pr oj ect schedul e have been made.

3. 3 PROJECT SCHEDULE DETAI LED REQUI REMENTS

3. 3. 1 Level of Det ai l Requi r ed

Devel op t he Pr oj ect Schedul e t o t he appr opr i at e l evel of det ai l t o addr ess maj or mi l est ones and t o al l ow f or sat i sf act or y pr oj ect pl anni ng and execut i on. Fai l ur e t o devel op t he Pr oj ect Schedul e t o an appr opr i at e l evel of det ai l wi l l r esul t i n i t s di sappr oval . The Cont r act i ng Of f i cer wi l l consi der , but i s not l i mi t ed t o, t he f ol l owi ng char act er i st i cs and r equi r ement s t o det er mi ne appr opr i at e l evel of det ai l :

3. 3. 2 Act i v i t y Dur at i ons

Reasonabl e act i v i t y dur at i ons ar e t hose t hat al l ow t he pr ogr ess of ongoi ng act i v i t i es t o be accur at el y det er mi ned bet ween updat e per i ods.

Less t han 2 per cent of al l non- pr ocur ement act i v i t i es may have Or i gi nal Dur at i ons ( OD) gr eat er t han 20 wor k days or 30 cal endar days.

3. 3. 3 Pr ocur ement Act i v i t i es

I ncl ude act i v i t i es associ at ed wi t h t he cr i t i cal submi t t al s and t hei r appr oval s, pr ocur ement , f abr i cat i on, and del i ver y of l ong l ead mat er i al s, equi pment , f abr i cat ed assembl i es, and suppl i es. Long l ead pr ocur ement act i v i t i es ar e t hose wi t h an ant i c i pat ed pr ocur ement sequence of over 90 cal endar days.

3. 3. 4 Mandat or y Tasks

I ncl ude t he f ol l owi ng act i v i t i es/ t asks i n t he i ni t i al pr oj ect schedul e and al l updat es.

a. Submi ssi on, r evi ew and accept ance of SD- 01 Pr econst r uct i on Submi t t al s ( i ndi v i dual act i v i t y f or each) .

b. Submi ssi on, r evi ew and accept ance of f eat ur es t hat r equi r e desi gn completion.

c. Submi ssi on of mechani cal / el ect r i cal / i nf or mat i on syst ems l ayout drawings.

d. Long pr ocur ement act i v i t i es

e. Submi ssi on and appr oval of O & M manual s.

f . Submi ssi on and appr oval of as- bui l t dr awi ngs.

g. Submi ssi on and appr oval of DD1354 dat a and i nst al l ed equi pment l i s t s.

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h. Submi ssi on and appr oval of t est i ng and ai r bal ance ( TAB) .

i . Submi ssi on of TAB speci al i st desi gn r evi ew r epor t .

j . Submi ssi on and appr oval of f i r e pr ot ect i on speci al i st .

k. Submi ssi on and appr oval of Bui l di ng Commi ssi oni ng Pl an, t est dat a, and r epor t s: Devel op t he schedul e l ogi c associ at ed wi t h t est i ng and commi ssi oni ng of mechani cal syst ems t o a l evel of det ai l consi st ent wi t h t he cont r act commi ssi oni ng r equi r ement s. Al l t asks associ at ed wi t h al l bui l di ng t est i ng and commi ssi oni ng wi l l be compl et ed pr i or t o submi ssi on of bui l di ng commi ssi oni ng r epor t and subsequent cont r act completion.

l . Ai r and wat er bal anci ng.

m. Bui l di ng commi ssi oni ng - Funct i onal Per f or mance Test i ng.

n. Cont r ol s t est i ng pl an submi ssi on.

o. Cont r ol s t est i ng.

p. Per f or mance Ver i f i cat i on t est i ng.

q. Ot her syst ems t est i ng, i f r equi r ed.

r . Cont r act or ' s pr e- f i nal i nspect i on.

s. Cor r ect i on of punch l i s t f r om Cont r act or ' s pr e- f i nal i nspect i on.

t . Gover nment ' s pr e- f i nal i nspect i on.

u. Cor r ect i on of punch l i s t f r om Gover nment ' s pr e- f i nal i nspect i on.

v. Fi nal i nspect i on.

3. 3. 5 Gover nment Act i v i t i es

Show Gover nment and ot her agency act i v i t i es t hat coul d i mpact pr ogr ess.

These act i v i t i es i ncl ude, but ar e not l i mi t ed t o: approvals, envi r onment al per mi t appr oval s by St at e r egul at or s, i nspect i ons, ut i l i t y t i e- i n, Gover nment Fur ni shed Equi pment ( GFE) and Not i ce t o Pr oceed ( NTP) f or phasi ng r equi r ement s.

3. 3. 6 St andar d Act i v i t y Codi ng Di ct i onar y

Use t he act i v i t y codi ng st r uct ur e def i ned i n t he St andar d Dat a Exchange For mat ( SDEF) i n ER 1- 1- 11. Thi s exact st r uct ur e i s mandat or y. Devel op and assi gn al l Act i v i t y Codes t o act i v i t i es as det ai l ed her ei n. A t empl at e SDEF compat i bl e schedul e backup f i l e i s avai l abl e on t he QCS web site: http://rms.usace.army.mil .

The SDEF f or mat i s as f ol l ows:

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Field Act i v i t y Code Length Description

1 WRKP 3 Wor ker s per day

2 RESP 4 Responsi bl e par t y

3 AREA 4 Ar ea of wor k

4 MODF 6 Modi f i cat i on Number

5 BIDI 6 Bi d I t em ( CLI N)

6 PHAS 2 Phase of wor k

7 CATW 1 Cat egor y of wor k

8 FOW 20 Feat ur e of wor k*

* Some syst ems r equi r e t hat FEATURE OF WORK val ues be pl aced i n sever al act i v i t y code f i el ds. The not at i on shown i s f or Pr i maver a P6. Ref er t o t he speci f i c sof t war e gui del i nes wi t h r espect t o t he FEATURE OF WORK f i el d r equi r ement s.

3. 3. 6. 1 Wor ker s Per Day ( WRKP)

Assi gn Wor ker s per Day f or al l f i el d const r uct i on or di r ect wor k act i v i t i es, i f di r ect ed by t he Cont r act i ng Of f i cer . Wor ker s per day i s based on t he aver age number of wor ker s expect ed each day t o per f or m a t ask f or t he dur at i on of t hat act i v i t y.

3. 3. 6. 2 Responsi bl e Par t y Codi ng ( RESP)

Assi gn r esponsi bi l i t y code f or al l act i v i t i es t o t he Pr i me Cont r act or , Subcont r act or ( s) or Gover nment agency( i es) r esponsi bl e f or per f or mi ng t he activity.

a. Act i v i t i es coded wi t h a Gover nment Responsi bi l i t y code i ncl ude, but ar e not l i mi t ed t o: Gover nment appr oval s, Gover nment desi gn r evi ews, envi r onment al per mi t appr oval s by St at e r egul at or s, Gover nment Fur ni shed Pr oper t y/ Equi pment ( GFP) and Not i ce t o Pr oceed ( NTP) f or phasi ng r equi r ement s.

b. Act i v i t i es cannot have mor e t han one Responsi bi l i t y Code. Exampl es of accept abl e act i v i t y code val ues ar e: DOR ( f or t he desi gner of r ecor d) ;

ELEC ( f or t he el ect r i cal subcont r act or ) ; MECH ( f or t he mechani cal subcont r act or ) ; and GOVT ( f or USACE) .

3. 3. 6. 3 Ar ea of Wor k Codi ng ( AREA)

Assi gn Wor k Ar ea code t o act i v i t i es based upon t he wor k ar ea i n whi ch t he act i v i t y occur s. Def i ne wor k ar eas based on r esour ce const r ai nt s or space const r ai nt s t hat woul d pr ecl ude a r esour ce, such as a par t i cul ar t r ade or cr af t wor k cr ew f r om wor ki ng i n mor e t han one wor k ar ea at a t i me due t o r est r ai nt s on r esour ces or space. Exampl es of Wor k Ar ea Codi ng i ncl ude di f f er ent ar eas wi t hi n a f l oor of a bui l di ng, di f f er ent f l oor s wi t hi n a bui l di ng, and di f f er ent bui l di ngs wi t hi n a compl ex of bui l di ngs.

Act i v i t i es cannot have mor e t han one Wor k Ar ea Code.

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Not al l act i v i t i es ar e r equi r ed t o be Wor k Ar ea coded. A l ack of Wor k Ar ea codi ng i ndi cat es t he act i v i t y i s not r esour ce or space const r ai ned.

3. 3. 6. 4 Modi f i cat i on Number ( MODF)

Assi gn a Modi f i cat i on Number Code t o any act i v i t y or sequence of act i v i t i es added t o t he schedul e as a r esul t of a Cont r act Modi f i cat i on, when appr oved by Cont r act i ng Of f i cer . Key al l Code val ues t o t he Gover nment ' s modi f i cat i on number i ng syst em. An act i v i t y can have onl y one Modi f i cat i on Number Code.

3. 3. 6. 5 Bi d I t em Codi ng ( BI DI )

Assi gn a Bi d I t em Code t o al l act i v i t i es usi ng t he Cont r act Li ne I t em Schedul e ( CLI N) t o whi ch t he act i v i t y bel ongs, even when an act i v i t y i s not cost l oaded. An act i v i t y can have onl y one BI DI Code.

3. 3. 6. 6 Phase of Wor k Codi ng ( PHAS)

Assi gn Phase of Wor k Code t o al l act i v i t i es. Exampl es of phase of wor k are pr ocur ement phase and const r uct i on phase. Each act i v i t y can have onl y one Phase of Wor k code.

a. Code pr oposed f ast t r ack desi gn and const r uct i on phases pr oposed t o al l ow f i l t er i ng and or gani z i ng t he schedul e by f ast t r ack desi gn and const r uct i on packages.

b. I f t he cont r act speci f i es phasi ng wi t h separ at el y def i ned per f or mance per i ods, i dent i f y a Phase Code t o al l ow f i l t er i ng and or gani z i ng t he schedul e accor di ngl y.

3. 3. 6. 7 Cat egor y of Wor k Codi ng ( CATW)

Assi gn a Cat egor y of Wor k Code t o al l act i v i t i es. Cat egor y of Wor k Codes i ncl ude, but ar e not l i mi t ed t o const r uct i on submi t t al , pr ocur ement , f abr i cat i on, weat her sensi t i ve i nst al l at i on, non- weat her sensi t i ve i nst al l at i on, st ar t - up, and t est i ng act i v i t i es.