W912P5-18-B-0008_TSpecs.pdf

Solicitation No. W912P518B0008

US Army Corps Of Engineers Nashville District

MOCCASIN BEND

RIVERBANK PROTECTION

Tennessee River Hamilton County, Tennessee Moccasin Bend National Archeological District

Technical Specifications

May 2018

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Ri ver bank Pr ot ect i on Moccasi n Bend Nat i onal Ar cheol ogi cal Di st r i ct W912P518B0008 BCOES Back Check Hami l t on Count y, Tennessee

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. 10 PROJECT SCHEDULE FOR SMALL CONTRACTS

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 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMI TTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 31 - EARTHWORK

31 05 22 GEOTEXTI LES USED AS FI LTERS

31 11 00 CLEARI NG AND EXCAVATI ON

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

35 31 19 STONE PROTECTI ON

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

PROJECT TABLE OF CONTENTS Page 1

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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 SCOPE OF WORK

1. 2 REFERENCES

1. 3 PARTNERI NG

1. 4 COORDI NATI ON CONFERENCES

1. 5 EVALUATI ON OF CONTRACTOR PERFORMANCE

1. 6 CONCURRENT WORK

1. 7 SPECI FI C ENVI RONMENTAL PROVI SI ONS FOR MOCCASI N BEND NATI ONAL

ARCHAEOLOGI CAL DI STRI CT

1. 7. 1 Access by Wat er

1. 7. 2 Addi t i onal Envi r onment al Condi t i ons

1. 8 ACCI DENT PREVENTI ON

1. 9 SUBMI TTALS

1. 10 MEASUREMENT AND PAYMENT

1. 11 PROJECT SI GNS

1. 11. 1 Gener al

1. 11. 2 Mat er i al s

1. 11. 3 Pai nt i ng

1. 11. 4 Er ect i on and Mai nt enance

1. 12 VETERANS EMPLOYMENT EMPHASI S FOR U. S. ARMY CORPS OF ENGI NEERS

CONTRACTS

1. 13 FEDERAL HOLI DAYS

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 SURVEY REQUI REMENTS

3. 1. 1 I ni t i al Sur veys

3. 1. 2 I n- Pr ogr ess Sur veys

3. 1. 3 Fi nal As- bui l t Sur vey

3. 1. 4 Fi el d Sur vey Submi t t al s

3. 1. 5 Coor di nat i on Wi t h t he Gover nment

- - 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 SCOPE OF WORK

The Cont r act or i s r equi r ed t o pr ovi de bank st abi l i zat i on by f ur ni shi ng al l necessar y t echni cal exper t i se; pl anni ng; management ; super vi s i on;

i nspect i on; per sonnel ; par t s; t ool s; f uel ; equi pment ; vehi c l es and t r anspor t at i on; mat er i al s and suppl i es; except as ot her wi se pr ovi ded f or her ei n, r equi r ed t o per f or m t he r equi r ed t asks. Si t e access shal l be excl usi vel y f r om t he r i ver ; however t he Cont r act or may saf el y move equi pment and mat er i al wi t hi n t he wor k l i mi t s t o t he ext ent r equi r ed t o successf ul l y compl et e t he pr oj ect as speci f i ed her ei n. The Cont r act or i s r equi r ed t o commence wor k wi t hi n t en ( 10) days of t he i ssuance of t he Not i ce t o Pr oceed, and pr ovi de t he ser vi ces i n t he per f or mance per i od speci f i ed i n t he cont r act . Al l wor k shal l be compl et ed as speci f i ed, det ai l ed and/ or i n st r i ct accor dance wi t h al l Ter ms, Condi t i ons, Gener al , Speci f i c and Techni cal Pr ovi s i ons, cont ai ned her ei n or i ncor por at ed by r ef er ence. I ncor por at i on by r ef er ence shal l i ncl ude any and al l mandat or y pr ovi s i ons r equi r ed by t he Feder al Acqui s i t i on Regul at i on ( FAR) whet her i t i s r ef er enced or not r ef er enced, cur r ent at t i me of awar d.

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 sect 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)

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

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

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 wi t h 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.

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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 he r equi r ed wor k. 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 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 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 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 at t ached at t he end of Sect i on

01 95 00 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. 6 CONCURRENT WORK

The wor k r equi r ed i n t hi s cont r act i s i n addi t i on t o t he r out i ne oper at i on and mai nt enance per f or med by Gover nment per sonnel and by ot her cont r act s.

The Gover nment may, f r om t i me t o t i me, per f or m wor k beyond t he scope of t hi s cont r act , wi t hi n t he geogr aphi c l i mi t s of t hi s cont r act usi ng i t s own per sonnel , vol unt eer s or ot her cont r act per sonnel , and t he Cont r act or shal l be r equi r ed t o coor di nat e hi s ef f or t s wi t h such wor k. The Cont r act or ' s wor k and r esponsi bi l i t y shal l i ncl ude, but shal l not be l i mi t ed t o: al l pl anni ng, pr ogr ammi ng, admi ni st r at i on and management necessar y t o assur e t hat al l wor k i s conduct ed i n accor dance wi t h t he cont r act and al l appl i cabl e l aws, r egul at i ons, codes, or di r ect i ves. The Cont r act or shal l i nsur e t hat al l wor k meet s or exceeds cr i t i cal r el i abi l i t y r at es or t ol er ances speci f i ed, or i ncl uded i n r ef er enced document s. The Cont r act or shal l per f or m al l r el at ed Cont r act admi ni st r at i ve ser vi ces necessar y t o per f or m t he wor k such as qual i t y cont r ol ; f i nanci al cont r ol ; mai nt enance of accur at e and compl et e Cont r act or r ecor ds and f i l es; and f or pr epar i ng and pr ovi di ng r epor t s t o t he Gover nment .

1. 7 SPECI FI C ENVI RONMENTAL PROVI SI ONS FOR MOCCASI N BEND NATI ONAL

ARCHAEOLOGI CAL DI STRI CT

The f ol l owi ng r equi r ement s ar e i n addi t i on t o t hose speci f i ed i n Sect i on

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS.

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1. 7. 1 Access by Wat er

Access t o t he j obsi t e shal l be done f r om t he r i ver . Al l const r uct i on per sonnel , mat er i al s, and equi pment shal l be del i ver ed t o t he j obsi t e f r om f l oat i ng pl ant . Equi pment oper at i on must be conf i ned t o t he f l oat i ng pl ant . Access t o t op of bank wi l l be f r om wat er onl y, except wi t h pr i or appr oval of t he Cont r act i ng Of f i cer . Foot access t o t he t op of bank shal l be l i mi t ed t o exi st i ng ut i l i t y r oads and t r ai l s and shal l be wi t h pr i or appr oval of t he Cont r act i ng Of f i cer .

1. 7. 2 Addi t i onal Envi r onment al Condi t i ons

a. No wor k wi l l be per f or med bet ween 1 Apr i l and 30 June wi t hout wr i t t en appr oval of t he Cont r act i ng Of f i cer .

1. 8 ACCI DENT PREVENTI ON

Cont r act Cl ause ent i t l ed ACCI DENT PREVENTI ON addr esses t he cont r act r equi r ement t o compl y wi t h t he U. S. Ar my Cor ps of Engi neer s Saf et y and Heal t h Requi r ement s Manual , EM 385- 1- 1. Acci dent pr event i on r equi r ement s f or t hi s pr oj ect ar e al so st at ed i n Sect i on 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS.

1. 9 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 or as ot her wi se desi gnat ed. The f ol l owi ng shal l be submi t t ed 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

Wor k Pl an; G Af t er awar d of t he cont r act , t he Cont r act or shal l , i n wr i t i ng, submi t a Wor k Pl an t o t he Cont r act i ng Of f i cer det ai l i ng t he act i v i t i es t o t ake pl ace dur i ng t he per f or mance of t hi s cont r act .

The pl an shal l i ncl ude act i v i t i es f or t he pr ot ect i on of hi st or i cal , ar chaeol ogi cal , and cul t ur al r esour ces; c l ear i ng met hods, oper at i ons whi ch wi l l be per f or med f r om t he f l oat i ng pl ant and bar ges; and pl acement pr ocesses f or mat er i al s. The Cont r act or shal l not begi n wor k unt i l appr oval of t he Wor k Pl an.

1. 10 MEASUREMENT AND PAYMENT

Measur ement and payment wi l l be made as speci f i ed i n Sect i on 01 22 00

PRI CE AND PAYMENT PROCEDURES.

1. 11 PROJECT SI GNS

1. 11. 1 General

The Cont r act or shal l f ur ni sh and er ect wi t hi n 30 days af t er i ssuance of t he Not i ce t o Pr oceed, at an agr eed l ocat i on on hi s f l oat i ng pl ant , 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 i ndi cat ed i n 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:

SECTI ON 01 00 00 Page 4

MOCCASI N BEND RI VERBANK PROTECTI ON

1. 11. 2 Materials

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.

1. 11. 3 Painting

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.

1. 11. 4 Er ect i on and Mai nt enance

The si gns shal l be er ect ed at a l ocat i on t o be det er mi ned by t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) . 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 .

1. 12 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 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 Sear ch f or Candi dat es:

http://wct.army.mil/modules/employers/e1-searchCandidates.html f . Hi r i ng Our Her oes i ni t i at i ve:

www.uschamberfoundation.org/hiring-our-heroes

1. 13 FEDERAL HOLI DAYS

Do not schedul e wor k on Feder al hol i days.

a. 2018 Feder al Hol i day Schedul e ( r emai ni ng hol i days)

Dat e Hol i day

SECTI ON 01 00 00 Page 5

Wednesday, Jul y 4 I ndependence Day Monday, Sept ember 3 Labor Day Monday, Oct ober 8 Col umbus Day Monday, November 12* Vet er ans Day Thur sday, November 22 Thanksgi v i ng Day Tuesday, December 25 Chr i st mas Day

* November 11, 2018 ( t he l egal Feder al hol i day f or Vet er ans Day) , f al l s on a Sunday. Monday, November 12, wi l l be t r eat ed as a Feder al hol i day.

b. 2019 Feder al Hol i day Schedul e

Dat e Hol i day Tuesday, Januar y 1 New Year ' s Day Monday, Januar y 21 Bi r t hday of Mar t i n Lut her Ki ng, Jr .

Monday, Febr uar y 18* * Washi ngt on' s Bi r t hday Monday, May 27 Memor i al Day Thur sday, Jul y 4 I ndependence Day Monday, Sept ember 2 Labor Day Monday, Oct ober 14 Col umbus Day Monday, November 11 Vet er ans Day Thur sday, November 28 Thanksgi v i ng Day Wednesday, December 25 Chr i st mas Day

* * Thi s hol i day i s desi gnat ed as " Washi ngt on' s Bi r t hday" i n sect i on 6103( a) of t i t l e 5 of t he Uni t ed St at es Code, whi ch i s t he l aw t hat speci f i es hol i days f or Feder al empl oyees. Though ot her i nst i t ut i ons such as st at e and l ocal gover nment s and pr i vat e busi nesses may use ot her names, i t i s our pol i cy t o al ways r ef er t o hol i days by t he names desi gnat ed i n t he l aw.

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 SURVEY REQUI REMENTS

Al l sur veys shal l be cer t i f i ed by a l and sur veyor wi t h cur r ent St at e r egi st r at i on. I t i s r equi r ed t hat t he Sur veyor be r egi st er ed i n t he St at e wher e t he wor k i s bei ng per f or med. Pr i or t o per f or mi ng any wor k under t hi s Sect i on, coor di nat e al l oper at i ons wi t h t he Gover nment ' s on- si t e r epr esent at i ve so t hat sur veys wi l l be made at t he appr opr i at e t i me. 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 f i ve wor ki ng days i n advance of each sur vey. Al l sur veys shal l be conduct ed i n t he pr esence of t he Cont r act i ng Of f i cer or hi s desi gnat ed 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 . 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 , 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 he speci f i cat i ons. I f one has not al r eady been est abl i shed, a f i xed basel i ne al ong t he t op of t he st r eambank t o be pr ot ect ed shal l be est abl i shed. Thi s basel i ne shal l be par al l el t o t he t op of bank and shal l be l ocat ed sl i ght l y l andwar d of t he ant i c i pat ed maxi mum l andwar d ext ent of di st ur bance. I t shal l al so be l ocat ed such t hat cr oss- sect i ons sur veyed per pendi cul ar t o t hi s basel i ne wi l l al so be per pendi cul ar t o t he st r eambank. A sket ch of t hi s basel i ne shal l be pr ovi ded t o t he Cont r act i ng Of f i cer al ong wi t h hor i zont al coor di nat es at t he endpoi nt s and at al l changes i n al i gnment . These hor i zont al coor di nat es shal l be i n t he TN St at e Pl ane, NAD 83 coor di nat e syst em and shal l be t o t he near est f oot wi t h accur acy of +/ - 0. 5 f oot . Cr oss- sect i ons f or al l sur veys shal l be

SECTI ON 01 00 00 Page 6 sur veyed per pendi cul ar t o t he st r eambank. The Cont r act or i s r equi r ed t o pr ovi de cr oss- sect i ons at t he st at i ons shown on t he dr awi ngs and one addi t i onal l ocat i on bet ween desi gn sect i ons at a l ocat i on t o be det er mi ned by t he Cont r act i ng Of f i cer ' s Repr esent at i ve. Sur vey poi nt s shal l be t aken at no gr eat er t han 5- f oot i nt er val s and at br eaks i n t he gr ade al ong t he l i ne, unl ess ot her wi se speci f i ed. They shal l ext end f r om t he basel i ne past t he t oe of r i pr ap. Addi t i onal sect i ons at c l oser spaci ng at s i gni f i cant changes i n r i ver bank condi t i ons may be r equi r ed, as det er mi ned appr opr i at e by t he Cont r act i ng Of f i cer . Cr oss- sect i ons sur veyed at l ocat i ons of s i gni f i cant changes i n r i ver bank condi t i ons ar e f or t he pur pose of ar r i v i ng at accur at e quant i t i es f or payment . The st at i on at whi ch t he cr oss- sect i on i nt er sect s t he basel i ne shal l be used t o i dent i f y i t . Sur veyed el evat i ons shal l r ef er ence t he same dat um used on t he dr awi ngs and shal l be t o t he near est t ent h of a f oot wi t h an accur acy of +/ - 0. 1 f oot . Addi t i onal el evat i ons and/ or soundi ngs shal l be t aken i f t he Cont r act i ng Of f i cer deems such t o be necessar y or advi sabl e. The f ol l owi ng pr ocedur es and equi pment shal l be ut i l i zed t o per f or m al l sur veys unl ess al t er nat i ve met hods ar e appr oved by t he Cont r act i ng Of f i cer .

a. Above Wat er : The el evat i on of st one above t he wat er sur f ace shal l be det er mi ned by t he use of a l evel i ng i nst r ument and a r od havi ng a base 12 i nches i n di amet er . The bot t om t i p of t he l evel shal l not be pl aced at t he hi ghest nor l owest poi nt of r i pr ap. Rat her t he r od shal l be pl aced at an el evat i on r epr esent i ng t he aver age t op sur f ace of t he r i pr ap bl anket .

b. Bel ow Wat er : Under wat er el evat i ons shal l be obt ai ned by soundi ng wher ever pr act i cabl e. For por t i ons of t he wor k t hat ar e under wat er , soundi ng sur veys shal l be per f or med ei t her by means of a soundi ng pol e.

c. Gage Boar d: The Cont r act or shal l i nst al l a gage boar d at t he pr oj ect s i t e. The gage shal l be checked pr i or t o any sur vey.

3. 1. 1 I ni t i al Sur veys

I n or der t o def i ne t he or i gi nal gr ound condi t i ons, t he Cont r act or shal l sur vey t he ar ea t o r ecei ve st one pr ot ect i on af t er c l ear i ng and gr ubbi ng has been compl et ed. Thi s i ni t i al sur vey shal l pr ovi de conf i r mat i on t hat f i el d condi t i ons ar e f ai r l y r epr esent ed by t he desi gn dr awi ngs.

These sur veys shal l al so be used t o i dent i f y ar eas t hat may r equi r e st one pr ot ect i on t hi cker t han t he speci f i ed t hi ckness shown on t he dr awi ngs. The r i ver bank pr ot ect i on t empl at es shown i n t he Cont r act Document s gener al l y def i ne t he cr i t er i a t hat shal l be used t o det er mi ne t he ext ent of pr ot ect i on needed at each sect i on. No mat er i al pl acement shal l be per f or med pr i or t o t he Cont r act i ng Of f i cer ' s appr oval of c l ear i ng and grubbing.

3. 1. 2 I n- Pr ogr ess Sur veys

The Cont r act or shal l per f or m par t i al sur veys as t he wor k pr ogr esses t o ver i f y l i nes, gr ades and t hi ckness est abl i shed f or compl et ed wor k. Sur veys made by t he Cont r act or ar e r equi r ed on each mat er i al pl aced t o det er mi ne t hat t he mat er i al s have been accept abl y pl aced i n t he wor k. At l east one i n- pr ogr ess sur vey shal l be made by t he Cont r act or as soon as pr act i cabl e af t er compl et i on of each 300- f oot segment of st one pl acement , or as det er mi ned appr opr i at e by t he Cont r act i ng Of f i cer . Appr oval of cr oss- sect i ons based upon i n- pr ogr ess sur veys shal l not const i t ut e f i nal

SECTI ON 01 00 00 Page 7 accept ance of t he wor k.

3. 1. 3 Fi nal As- bui l t Sur vey

A f i nal as- bui l t sur vey shal l be per f or med af t er al l mat er i al s have been pl aced at t he s i t e and have been accept ed by t he Cont r act i ng Of f i cer . The r esul t s of t hi s sur vey wi l l be used t o check f or any vol ume of mat er i al pl aced i n excess of t hat r equi r ed by t he Cont r act Document s and t he Cont r act i ng Of f i cer , and i n t he pr epar at i on of t he as- bui l t dr awi ngs r equi r ed i n Sect i on 01 78 00 CLOSEOUT SUBMI TTALS.

3. 1. 4 Fi el d Sur vey Submi t t al s

The submi t t al of f i el d sur vey r esul t s shal l i ncl ude a l egi bl e copy of al l f i el d not es, and el ect r oni c, scal ed dr awi ngs of al l dat a, i ncl udi ng pl ot t ed cr oss sect i ons. Thi s i nf or mat i on shal l be cer t i f i ed by t he r egi st er ed l and sur veyor i n char ge of t he wor k.

3. 1. 5 Coor di nat i on Wi t h t he Gover nment

For t he pur pose of coor di nat i ng wi t h t he Gover nment , t he Cont r act or shal l schedul e sur veys and i nt er act i ons wi t h t he Gover nment dur i ng t he nor mal busi ness hour s of Monday t hr ough Fr i day 7: 30 a. m. t o 4: 00 p. m. East er n Ti me wi t h t he except i on of Feder al Hol i days. Feder al Hol i days ar e l i s t ed i n par agr aph FEDERAL HOLI DAYS of t hi s sect i on. The Gover nment wi l l make ever y ef f or t t o make desi gn det er mi nat i ons and appr ove segment s of compl et ed wor k dur i ng t he per f or masnce of t hi s cont r act i n a t i mel y manner .

- - End of Sect i on - -

SECTI ON 01 00 00 Page 8

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. 2. 1 Sur vey Wor k

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

1. 2. 2. 1 Payment

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

1. 2. 3 Mobi l i zat i on/ Demobi l i zat i on

1. 2. 3. 1 Payment

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

1. 2. 4 Cl ear i ng

1. 2. 4. 1 Payment

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

1. 2. 5 Excavat i on

1. 2. 5. 1 Payment

1. 2. 5. 2 Measur ement

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

1. 2. 6 Di sposal

1. 2. 7 Geot ext i l es

1. 2. 7. 1 Payment

1. 2. 7. 2 Measur ement

1. 2. 7. 3 Uni t of Measur e

1. 2. 8 Ri pr ap

1. 2. 8. 1 Payment

1. 2. 8. 2 Measur ement

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

1. 3 BARGE LOAD

1. 4 DETERMI NATI ON OF EXCESS STONE

PART 2 PRODUCTS

PART 3 EXECUTI ON Not Used

SECTI ON 01 22 00 Page 1

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. 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 . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 03 Pr oduct Dat a

Gagi ng Tabl e Dat a

St one haul i ng vessel gagi ng t abl es and a copy of t he dat a and cal cul at i ons used f or t he pr epar at i on of t he t abl 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 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, shal l be i ncl uded i n t he l i s t ed payment i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The payment made f or each i t em l i st ed shal l const i t ut e 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, envi r onment al moni t or i ng, 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. 2. 1 Sur vey Wor k

No separ at e payment wi l l be made f or f i el d sur veys i ncl udi ng basel i ne sur veys, i ni t i al sur veys, i n- pr ogr ess sur veys, and f i nal as- bui l t sur veys.

Al l cost s associ at ed wi t h f i el d sur veys shal l be consi der ed i nci dent al t o t he cost s of excavat i on and st one pl acement .

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

1. 2. 2. 1 Payment

Payment wi l l be made f or t he per f or mance and payment bonds t hat ar e r equi r ed as par t of t hi s cont r act . The Gover nment wi l l pay t he act ual cost of accept abl e per f or mance and payment bonds or t he Cont r act or ' s bi d pr i ce, whi chever i s l ess. The Cont r act or shal l pr ovi de evi dence of payment ( pai d i nvoi ce) f r om t he bondi ng company or agency. I f t he act ual cost of t he bonds i s l ess t han t he l i ne i t em amount , t he cont r act wi l l be modi f i ed t o adj ust t he l i ne i t em accor di ngl y. Adj ust ment ( s) t o t he l i ne i t em wi l l al so be made f or any r evi s i ons t o t he act ual bond cost s associ at ed wi t h cont r act changes.

SECTI ON 01 22 00 Page 2

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

Uni t of measur e: Job.

1. 2. 3 Mobilization/Demobilization

1. 2. 3. 1 Payment

Measur ement shal l be by t he j ob f or del i ver y, set - up and r emoval of t he f l oat i ng pl ant oper at i on f or t he dur at i on of t he cont r act . Payment shal l be made at t he cont r act pr i ce per j ob f or " Mobi l i zat i on/ Demobi l i zat i on" .

Payment shal l be i ncl usi ve of al l l abor , mat er i al s and equi pment . Payment f or Fl oat i ng Pl ant Assembl y/ Di sassembl y shal l be made i n accor dance wi t h

FAR 52. 236- 7004 PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON.

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

Uni t of measur e: Job.

1. 2. 4 Clearing

1. 2. 4. 1 Payment

Payment wi l l be made f or accept abl y per f or med cl ear i ng as speci f i ed i n Sect i on 31 11 00 CLEARI NG AND EXCAVATI ON. Payment shal l be made at t he cont r act pr i ce per j ob f or " Cl ear i ng" .

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

Uni t of measur e: Job.

1. 2. 5 Excavation

1. 2. 5. 1 Payment

Payment wi l l be made f or Excavat i on accept abl y per f or med as speci f i ed i n Sect i on 31 11 00 CLEARI NG AND EXCAVATI ON. Payment wi l l be made at t he cont r act uni t pr i ce per cubi c yar d f or " Excavat i on" , whi ch pr i ce shal l const i t ut e f ul l compensat i on f or al l pl ant , equi pment , t ool s, l abor , mat er i al s, and suppl i es necessar y t o compl et e t he wor k.

1. 2. 5. 2 Measurement

Measur ement shal l be by t he number of cubi c yar ds of mat er i al accept abl y excavat ed and r emoved f r om t he si t e, i ncl udi ng st r i ppi ng of t opsoi l as speci f i ed her ei n, measur ed i n or i gi nal posi t i on, and comput ed by t he aver age end- ar ea met hod. Thi s measur ement does not i ncl ude any yar dage excavat ed wi t hout aut hor i zat i on beyond t he i ndi cat ed sl ope l i nes. The f i nal cr oss- sect i onal ar ea measur ed f or each st at i on or f r act i on t her eof , shal l not i ncl ude wat er , mud, or muck whi ch cannot be dr ai ned. No di st i nct i on shal l be made bet ween mat er i al s whi ch ar e excavat ed i n t he dr y or wet .

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

Uni t of measur e: Cubi c Yar d.

SECTI ON 01 22 00 Page 3

1. 2. 6 Disposal

No separ at e payment wi l l be made f or di sposal of c l ear ed and excavat ed mat er i al s or any ot her s i t e debr i s. Al l cost s associ at ed wi t h di sposal shal l be consi der ed i nci dent al t o t he cost s of c l ear i ng and/ or excavat i on.

1. 2. 7 Geotextiles

1. 2. 7. 1 Payment

Payment wi l l be made f or Geot ext i l es accept abl y pl aced as speci f i ed i n Sect i on 31 05 22 GEOTEXTI LES USED AS FI LTERS. Payment wi l l be made at t he cont r act uni t pr i ce per squar e yar d and wi l l const i t ut e f ul l compensat i on t o t he Cont r act or f or pr ovi di ng al l pl ant , l abor , mat er i al , and equi pment and per f or mi ng al l oper at i ons necessar y f or t he compl et e and sat i sf act or y i nst al l at i on of t he geot ext i l e. The f ol l owi ng i t ems ar e i ncl uded i n t he cont r act uni t pr i ce f or Geot ext i l es and wi l l not be count ed a second t i me i n t he pr ocess of det er mi ni ng t he ext ent of geot ext i l e pl aced: Mat er i al and associ at ed equi pment and oper at i on used i n l aps, seams, or ext r a l engt h; secur i ng pi ns and associ at ed mat er i al , equi pment , and oper at i ons.

No payment wi l l be made f or geot ext i l es r epl aced because of wast e, cont ami nat i on, damage, r epai r , or due t o Cont r act or f aul t or negl i gence.

1. 2. 7. 2 Measurement

I nst al l ed geot ext i l es wi l l be measur ed f or payment i n pl ace t o t he near est squar e yar d of pr ot ect ed ar ea as del i neat ed i n t he dr awi ngs.

1. 2. 7. 3 Uni t of Measur e

Uni t of measur e: Squar e Yar d.

1. 2. 8 Riprap

1. 2. 8. 1 Payment

Payment f or Ri pr ap accept abl y pl aced, as speci f i ed i n Sect i on 35 31 19 STONE PROTECTI ON, wi l l be made at t he appl i cabl e cont r act uni t pr i ce per t on f or " Ri pr ap" . Pr i ce and payment shal l const i t ut e f ul l compensat i on f or f ur ni shi ng, haul i ng, handl i ng, pl aci ng, and mai nt ai ni ng t he r i pr ap unt i l f i nal accept ance by t he Gover nment . No payment wi l l be made f or excess r i pr ap l ef t i n pl ace. Exi st i ng st one pl aced i n l i eu of new st one f r om of f - s i t e sour ces wi l l be excl uded f r om measur ement and payment .

1. 2. 8. 2 Measurement

Ri pr ap wi l l be measur ed f or payment by t he t on as det er mi ned by bar ge displacement.

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

Uni t of measur e: t on.

1. 3 BARGE LOAD

St one del i ver ed by bar ge wi l l be measur ed f or payment , i n t he pr esence of t he Cont r act i ng Of f i cer , by wei ght det er mi ned by bar ge di spl acement .

Fur ni sh t he Cont r act i ng Of f i cer a bar ge di spl acement t abl e not l ess t han 10 wor k days pr i or t o unl oadi ng t he st one f r om any bar ge. Each t abl e

SECTI ON 01 22 00 Page 4 submi t t ed shal l show t he name and/ or number of t he bar ge owner , t he name of t he f abr i cat or , and t he cer t i f i cat i on and dat e of cer t i f i cat i on of t he per son or f i r m pr epar i ng t he t abl e. Fur ni sh wi t h t he bar ge di spl acement t abl es a dr awi ng or sket ch of each bar ge, di mensi oned i n suf f i c i ent det ai l t o per mi t checki ng of t he t abl es. The dr awi ngs shal l show, as a mi ni mum, t he l engt h, wi dt h, dept h of t he bar ge, and di mensi ons of t he r ake or r akes. Each such t abl e shal l have i t s accur acy cer t i f i ed by a per son or f i r m, ot her t han t he Cont r act or , cust omar i l y per f or mi ng t hi s ser vi ce.

Each t abl e submi t t ed shal l cont ai n, i n par al l el col umns, t he f r eeboar d of t he bar ge i n f eet and t ent hs f r om zer o t o t he f ul l dept h of t he bar ge and t he cor r espondi ng gr oss di spl acement t o t he near est t on. Each bar ge shal l be sui t abl y mar ked wi t h t hr ee di spl acement gagi ng l ocat i ons on each si de near each end of t he bar ge and t wo ami dshi p on opposi t e s i des. Each gagi ng l ocat i on shal l be mar ked by a l i ne per pendi cul ar t o t he edge of t he bar ge, 4 i nches wi de and 1 f oot l ong, on bot h t he deck and si de of t he bar ge and t wo ami d shi p on opposi t e s i des. Bar ges wi t h r akes shal l have t he di spl acement gagi ng l i nes pl aced at each cor ner of t he box sect i on bet ween t he r akes. I f a bar ge has a box end or ends, t he gagi ng l ocat i ons shal l be pl aced appr oxi mat el y 4 f eet f r om t he box end( s) . The f r eeboar d wi l l be measur ed at t he s i x gagi ng l ocat i ons and t he di spl acement det er mi ned by t he use of " STANDARD BARGE TABLES" f r om t he aver age of t hese measur ement s. The di spl acement wi l l be det er mi ned bef or e and af t er bei ng unl oaded and t he di f f er ence bet ween t hese val ues shal l be t he quant i t y del i ver ed. Submi t t he Gagi ng Tabl e Dat a as speci f i ed i n t he Submi t t al s par agr aph. Bar ges shal l be l oaded so t hat t he r eadi ngs t aken at t he gagi ng l ocat i ons do not var y mor e t han 1. 5 f eet por t t o st ar boar d f or e and af t and do not var y mor e t han 0. 5 f eet por t t o st ar boar d. I f such i s not t he case, t r i m t he car r i er by shi f t i ng t he st one unt i l t hi s l i mi t i s r eached, bef or e t he measur ement wi l l be accept ed. The dr af t shal l be det er mi ned f r om t he aver age of al l s i x r eadi ngs wei ght i ng t he r eadi ngs of t he mi ddl e gage at doubl e t hose of t he end gages. ( G1 + G2 + 2xG3 + 2xG4 + G5 + G6) di v i ded by 8 = aver age dr af t . Al l car r i er s used i n t r anspor t i ng st one shal l be f r ee of l eaks such as woul d r ender accur at e gaugi ng di f f i cul t . Faci l i t i es f or i nspect i ng t he hol d of each car r i er t o det er mi ne whet her l eakage i s occur r i ng shal l be pr ovi ded. Each car r i er shal l al so be pr ovi ded wi t h adequat e pumpi ng f aci l i t i es, and i f wat er i s f ound t o be accumul at i ng i n t he hol d, t he car r i er shal l be pumped dr y bef or e each gagi ng, bot h bef or e and af t er unl oadi ng. Li ght eni ng by pumpi ng or by t r ansf er of cr ew or suppl i es wi l l not be per mi t t ed whi l e st one i s bei ng t r ansf er r ed. Rej ect ed st one and unaccept abl e mat er i al shal l be l ef t aboar d t he bar ge unt i l af t er t he f i nal r eadi ngs have been taken.

1. 4 DETERMI NATI ON OF EXCESS STONE

Al l st one out si de t he l i mi t s and t ol er ances of t he cr oss sect i ons of t he st r uct ur e, except var i at i ons so mi nor as not t o be measur abl e, wi l l be deduct ed f r om t he quant i t y of new st one f or whi ch payment i s t o be made.

The sur veys made under par agr aph I N- PROGRESS SURVEYS or par agr aph FI NAL SURVEYS of Sect i on 01 00 00 GENERAL REQUI REMENTS wi l l be used when deemed appr opr i at e by t he Gover nment ' s on- si t e r epr esent at i ve t o cal cul at e excess mat er i al . Wei ght of excess st one wi l l be det er mi ned f r om t he cr oss sect i ons obt ai ned on t he basi s t hat one cubi c yar d of vol ume ( i ncl udi ng voi ds) i s equal t o 3, 000 pounds. I f t he Cont r act or can show t hat t he bul k speci f i c gr avi t y of t he st one f ur ni shed or t he per cent age of voi ds i s ot her t han as l i s t ed, shal l be r ecomput ed. Shoul d any excess st one be di scl osed above t he t ol er ance l i ne as def i ned i n par agr aph PLACEMENT, i t s vol ume wi l l be comput ed by t he aver age end ar ea met hod, based upon t he cr oss sect i on i n t he f ol l owi ng manner . The aver age end ar ea of excess

SECTI ON 01 22 00 Page 5 st one above t he t ol er ance l i ne f or t wo ( 2) successi ve cr oss sect i ons, mul t i pl i ed by t he di st ance bet ween t he cr oss sect i ons wi l l be accept ed as t he vol ume. I f t he Cont r act or chooses t o not r emove such excess st one, deduct i ons f or t he wei ght s t her eof wi l l be made f r om cont r act payment s f or new st one. I n addi t i on t o t he above, st one, whi ch has been del i ver ed t o t he s i t e and has been l ost or wast ed or ot her wi se not pr oper l y i ncor por at ed i nt o t he f i nal r equi r ed wor k, shal l be deduct ed f r om t he quant i t y f or whi ch payment i s t o be made.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

SECTI ON 01 22 00 Page 6

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 32 01. 10

PROJECT SCHEDULE FOR SMALL CONTRACTS

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 Cont r act or Sof t war e

2. 1. 1. 1 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 Cont r act Mi l est ones and Const r ai nt s

3. 3. 6. 1 Pr oj ect St ar t Dat e Mi l est one

3. 3. 6. 2 End Pr oj ect Fi ni sh Mi l est one

3. 3. 6. 3 I nt er i m Compl et i on Dat es and Const r ai nt s

3. 3. 6. 3. 1 St ar t Phase

3. 3. 6. 3. 2 End Phase

3. 3. 7 Cal endar s

3. 3. 8 Open Ended Logi c

3. 3. 9 Def aul t Pr ogr ess Dat a Di sal l owed

3. 3. 10 Out - of - Sequence Pr ogr ess

3. 3. 11 Added and Del et ed Act i v i t i es

3. 3. 12 Or i gi nal Dur at i ons

3. 3. 13 Leads, Lags, and St ar t t o Fi ni sh Rel at i onshi ps

3. 3. 14 Ret ai ned Logi c

3. 3. 15 Per cent Compl et e

3. 3. 16 Remai ni ng Dur at i on

3. 3. 17 Cost Loadi ng of Cl oseout Act i v i t i es

3. 3. 17. 1 As- Bui l t Dr awi ngs

3. 3. 18 Ant i c i pat ed Adver se Weat her

3. 3. 19 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

SECTI ON 01 32 01. 10 Page 1

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 Nar r at i ve Repor t

3. 5. 2 Schedul e Repor t s

3. 5. 2. 1 Act i v i t y Repor t

3. 5. 2. 2 Logi c Repor t

3. 5. 2. 3 Tot al Fl oat Repor t

3. 5. 2. 4 Ear ni ngs Repor t by CLI N

3. 5. 3 Net wor k Di agr am

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

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

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

3. 5. 3. 4 Bandi ng

3. 5. 3. 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 PRI MAVERA P6 MANDATORY REQUI REMENTS

SECTI ON 01 32 01. 10 Page 2

SECTI ON 01 32 01. 10

PROJECT SCHEDULE FOR SMALL CONTRACTS

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

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 specification.

2. 1. 1 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 capabl e of meet i ng al l

SECTI ON 01 32 01. 10 Page 3 r equi r ement s of t hi s speci f i cat i on.

2. 1. 1. 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.

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 .

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 :

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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 r equi r e desi gn compl et i on

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

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

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

f . 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.

g. Gover nment ' s pr e- f i nal i nspect i on.

h. 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.

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

Mi l est one act i v i t i es ar e t o be used f or s i gni f i cant pr oj ect event s i ncl udi ng, but not l i mi t ed t o, pr oj ect phasi ng, pr oj ect st ar t and end act i v i t i es, or i nt er i m compl et i on dat es. The use of ar t i f i c i al f l oat const r ai nt s such as " zer o f r ee f l oat " or " zer o t ot al f l oat " ar e pr ohi bi t ed.

3. 3. 6. 1 Pr oj ect St ar t Dat e Mi l est one

The f i r st act i v i t y i n t he pr oj ect schedul e must be a st ar t mi l est one

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3. 3. 6. 2 End Pr oj ect Fi ni sh Mi l est one

The l ast act i v i t y i n t he schedul e must be a f i ni sh mi l est one t i t l ed " End Project."

Const r ai n t he pr oj ect schedul e t o t he Cont r act Compl et i on Dat e i n such a way t hat i f t he schedul e cal cul at es an ear l y f i ni sh, t hen t he f l oat cal cul at i on f or " End Pr oj ect " mi l est one r ef l ect s posi t i ve f l oat on t he l ongest pat h. I f t he pr oj ect schedul e cal cul at es a l at e f i ni sh, t hen t he " End Pr oj ect " mi l est one f l oat cal cul at i on r ef l ect s negat i ve f l oat on t he l ongest pat h. The Gover nment i s under no obl i gat i on t o accel er at e Gover nment act i v i t i es t o suppor t a Cont r act or ' s ear l y compl et i on.

3. 3. 6. 3 I nt er i m Compl et i on Dat es and Const r ai nt s

3. 3. 6. 3. 1 St ar t Phase

Use a st ar t mi l est one as t he f i r st act i v i t y f or a pr oj ect phase. Cal l t he st ar t mi l est one " St ar t Phase X" wher e " X" r ef er s t o t he phase of wor k.

3. 3. 6. 3. 2 End Phase

Use a f i ni sh mi l est one as t he l ast act i v i t y f or a pr oj ect phase. Cal l t he f i ni sh mi l est one " End Phase X" wher e " X" r ef er s t o t he phase of wor k.

3. 3. 7 Calendars

Schedul e act i v i t i es on a Cal endar t o whi ch t he act i v i t y l ogi cal l y bel ongs. Devel op cal endar s t o accommodat e any cont r act def i ned wor k per i od such as a 7- day cal endar f or Gover nment Accept ance act i v i t i es, concr et e cur e t i mes, et c. Devel op t he def aul t Cal endar t o mat ch t he physi cal wor k pl an wi t h non- wor k per i ods i dent i f i ed i ncl udi ng weekends and hol i days. Devel op sSeasonal Cal endar ( s) and assi gn t o seasonal l y af f ect ed act i v i t i es as appl i cabl e.

I f an act i v i t y i s weat her sensi t i ve i t shoul d be assi gned t o a cal endar showi ng non- wor k days on a mont hl y basi s, wi t h t he non- wor k days sel ect ed at r andom acr oss t he weeks of t he cal endar , usi ng t he ant i c i pat ed days pr ovi ded i n…