Specifications B5MRPROJ202201-SPEC_SOL-2025-08-14-LD7.pdf

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NESP Mooring Facilities near Lock & Dam 7
Solicitation number
W912ES25BA009
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This document is a comprehensive solicitation specification for a construction project involving mooring facilities near Lock and Dam 7 in Minnesota, issued by the U.S. Army Corps of Engineers St. Paul District. The project involves constructing a mooring cell and mooring dolphin upstream of Lock and Dam 7, located between La Crescent and Dresbach, Minnesota, to improve navigation efficiency on the Mississippi River.

The detailed technical specifications cover multiple construction divisions including concrete, metals, electrical work, earthwork, and waterway construction. Key technical requirements include dredging/excavation of materials composed primarily of rock, gravel, sand, and silt, with specific provisions for material placement and disposal. The Dakota Island placement site is available for granular and silt material, while rock materials must be disposed of off-site. The contract includes comprehensive environmental protection requirements, safety protocols, quality control measures, and specific guidelines for handling materials, managing waste, and preventing environmental contamination during construction activities.

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Solicitation No. W912ES25BA009

CONSTRUCTION

DOCUMENTS

FOR

Lock and Dam No 7

NESP Mooring Cell and Mooring Dolphin

AUGUST 2025

US Army CorpsUS Army Corps

Of EngineersOf Engineers St. Paul DistrictSt. Paul District

NESP MOORI NG CELL AND DOLPHI N LOCK 7 Sol i c i t at i on No. W912ES25BA009

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00. 00 13 GENERAL

01 14 00. 00 13 WORK RESTRI CTI ONS

01 22 00. 00 10 MEASUREMENT AND PAYMENT

01 32 01. 00 10 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 10 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

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

01 57 20. 00 13 ENVI RONMENTAL PROTECTI ON

01 58 00 PROJECT I DENTI FI CATI ON

01 71 23. 05 13 CONTRACTOR SURVEYS

01 78 02. 00 10 CLOSEOUT SUBMI TTALS

DI VI SI ON 03 - CONCRETE

03 31 00 CAST- I N- PLACE STRUCTURAL CONCRETE

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 50 14 MI SCELLANEOUS ( STRUCTURAL) METAL FABRI CATI ONS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAI NTI NG: HYDRAULI C STRUCTURES

DI VI SI ON 26 - ELECTRI CAL

26 05 00 COMMON WORK RESULTS FOR ELECTRI CAL

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 31 - EARTHWORK

31 41 16 METAL SHEET PI LI NG

31 62 16. 14 EMBEDDED PI PE PI LES

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

35 20 23 MECHANI CAL DREDGI NG / EXCAVATI 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 1

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 00 00. 00 13

GENERAL

PART 1 GENERAL

1. 1 ORGANI ZATI ON OF SPECI FI CATI ONS

1. 2 USE OF REFERENCES

1. 3 SUBMI TTALS

PART 2 PRODUCTS

2. 1 RECYCLED/ RECOVERED MATERI ALS

PART 3 EXECUTI ON

3. 1 Dr edge/ Excavat i on Mat er i al

3. 1. 1 Mat er i al Composi t i on

3. 1. 2 Pl acement / Di sposal Si t e

3. 2 DI SPOSAL OF DEBRI S AND WASTE

3. 2. 1 Di sposal of f s i t e f or usef ul pur poses

3. 2. 2 Di sposal i n a l ocal l y oper at ed sani t ar y l andf i l l

3. 2. 3 Di sposal of Sol i d Const r uct i on Debr i s and Wast e

3. 3 PRECONSTRUCTI ON SURVEYS

3. 3. 1 Pr econst r uct i on Condi t i on Sur vey Repor t

3. 3. 1. 1 Pr econst r uct i on Condi t i on Sur veys

3. 3. 1. 2 I n- Ri ver Sur vey

3. 4 SCHEDULI NG

3. 4. 1 Gener al

3. 4. 2 Not i f i cat i on

3. 4. 3 Lock and Dam Oper at i ons

3. 4. 4 Dr edgi ng Oper at i ons

3. 5 OTHER CONTRACTS

3. 5. 1 Li st ot her cont r act s

3. 6 OTHER WORK

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

SECTI ON 01 00 00. 00 13 Page 1 08/ 14/ 25

SECTI ON 01 00 00. 00 13

GENERAL

PART 1 GENERAL

Const r uct a Moor i ng Cel l and a Moor i ng Dol phi n i n t he Mi ssi ssi ppi Ri ver , bot h Upst r eam of Lock and Dam 7, bet ween La Cr esent and Dr esbach, Mi nnesot a.

1. 1 ORGANI ZATI ON OF SPECI FI CATI ONS

The speci f i cat i ons whi ch gover n t he mat er i al s and equi pment t o be f ur ni shed and t he wor k t o be per f or med under t hi s cont r act ar e l i s t ed i n t he Tabl e of Cont ent s. No at t empt has been made i n t he speci f i cat i ons t o segr egat e wor k t o be per f or med by any t r ade, cr af t , or subcont r act or . Any segr egat i on bet ween t he t r ades or cr af t s must be sol el y a mat t er f or agr eement bet ween t he Cont r act or , Cont r act or ' s empl oyees, and subcont r act or s.

1. 2 USE OF REFERENCES

Ref er ence t o t he st andar ds, speci f i cat i ons, or codes of any t echni cal soci et y, or gani zat i on, or associ at i on, or l ocal , St at e, or Feder al aut hor i t y must mean t he speci f i c edi t i on or r evi s i on l i s t ed.

Var i ous publ i cat i ons ar e r ef er enced i n ot her sect i ons of t he speci f i cat i ons t o est abl i sh r equi r ement s f or t he wor k. Any r ef er enced publ i cat i on i s t o be used sol el y f or t echni cal r equi r ement s. Measur ement and payment and any ot her mat t er s r espect i ng t he admi ni st r at i on of t hi s cont r act must be gover ned by t he t er ms of t hi s cont r act wi t hout consi der i ng any r ef er enced publ i cat i on. These r ef er ences ar e i dent i f i ed i n each sect i on by document number , dat e and t i t l e. The addr esses, phone number s, and I nt er net addr esses ( i f avai l abl e) f or r ef er ences ci t ed i n t hese speci f i cat i ons ar e l i s t ed i n t he Uni f i ed Faci l i t i es Gui de Speci f i cat i on: UFGS 01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS. The UFGS 01 42 00 i s avai l abl e on t he TECHI NFO page of t he Cor ps of Engi neer s Hunt svi l l e Di st r i ct I nt er net s i t e:

ht t p: / / www. hnc. usace. ar my. mi l / Mi ssi ons/ Engi neer i ng- Di r ect or at e/ TECHI NFO/ .

1. 3 SUBMI TTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or 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 econst r uct i on Condi t i on Sur vey Repor t ; G

PART 2 PRODUCTS

2. 1 RECYCLED/ RECOVERED MATERI ALS

Gover nment pr ocur ement pol i cy i s t o acqui r e, i n a cost ef f ect i ve manner , SECTI ON 01 00 00. 00 13 Page 2 08/ 14/ 25 i t ems cont ai ni ng t he hi ghest per cent age of r ecycl ed and r ecover ed mat er i al s pr act i cabl e consi st ent wi t h mai nt ai ni ng a sat i sf act or y l evel of compet i t i on wi t hout adver sel y af f ect i ng per f or mance r equi r ement s or exposi ng suppl i er s ' empl oyees t o undue hazar ds f r om t he r ecover ed mat er i al s. The Envi r onment al Pr ot ect i on Agency ( EPA) has desi gnat ed cer t ai n i t ems whi ch must cont ai n a speci f i ed per cent r ange of r ecover ed or r ecycl ed mat er i al s. EPA desi gnat ed pr oduct s speci f i ed i n t hi s cont r act compl y wi t h t he st at ed pol i cy and wi t h t he EPA gui del i nes. The Cont r act or must make al l r easonabl e ef f or t s t o use r ecycl ed and r ecover ed mat er i al s i n pr ovi di ng t he EPA desi gnat ed pr oduct s and i n ot her wi se ut i l i z i ng r ecycl ed and r ecover ed mat er i al s i n t he execut i on of t he wor k.

PART 3 EXECUTI ON

3. 1 Dr edge/ Excavat i on Mat er i al

3. 1. 1 Mat er i al Composi t i on

The mat er i al t o be excavat ed/ dr edged i s composed pr i mar i l y of r ock, gr avel , sand, and/ or s i l t . Addi t i onal mat er i al s such as sand bags, pl ast i c sheet i ng, wi r e r ope, c l ay, compr essed soi l s, st ones, r ocks, boul der s, t r ees, st umps, and ot her debr i s mi ght occur .

3. 1. 2 Pl acement / Di sposal Si t e

The Dakot a I s l and pl acement s i t e i s onl y avai l abl e f or t he pl acement of excavat ed/ dr edged gr annul ar and si l t mat er i al f r om t he Moor i ng Cel l wor k.

The l ocat i on of t he mat er i al pl acement on t he si t e must be coor di nat ed wi t h t he Cont r act i ng Of f i cer . Al l excavat ed r ock mat er i al shal l be di sposed of by t he cont r act or at an of f - s i t e di sposal ar ea.

3. 2 DI SPOSAL OF DEBRI S AND WASTE

The Cont r act or ' s at t ent i on i s di r ect ed t o Sect i on 01 57 20. 00 13 ENVI RONMENTAL PROTECTI ON and t o t he f ol l owi ng CONTRACT CLAUSES: 52. 236- 7 PERMI TS AND RESPONSI BI LI TI ES; 52. 236- 9 PROTECTI ON OF EXI STI NG VEGETATI ON, STRUCTURES, EQUI PMENT, UTI LI TI ES, AND I MPROVEMENTS; 52. 236- 10 OPERATI ONS

AND STORAGE AREAS; and 52. 236- 12 CLEANI NG UP. Bur ni ng wi l l not be per mi t t ed at t he pr oj ect s i t e and debr i s or wast e must not be l ef t on t he s i t e. Di sposal of debr i s and wast e must be by one of t he f ol l owi ng met hods:

3. 2. 1 Di sposal of f s i t e f or usef ul pur poses

I n t he i nt er est of conser vat i on, make a r easonabl e ef f or t t o di spose of t he mat er i al of f s i t e f or some usef ul pur pose. For exampl e, cut t i mber i nt o conveni ent l engt hs f or saw l ogs, post s, cor dwood, wood chi ps, paper maki ng or ot her uses.

3. 2. 2 Di sposal i n a l ocal l y oper at ed sani t ar y l andf i l l

Sel ect t he di sposal s i t e wi t h t he appr oval of t he Cont r act i ng Of f i cer .

Secur e t he r equi r ed per mi t s f or di sposal and pr ovi de copi es of t he per mi t t o t he Cont r act i ng Of f i cer .

3. 2. 3 Di sposal of Sol i d Const r uct i on Debr i s and Wast e

Remove and di spose of sol i d const r uct i on debr i s and wast e i n compl i ance

SECTI ON 01 00 00. 00 13 Page 3 08/ 14/ 25 wi t h Feder al , St at e, and l ocal r equi r ement s f or sol i d wast e di sposal .

Sel ect t he di sposal s i t e wi t h t he appr oval of t he Cont r act i ng Of f i cer .

3. 3 PRECONSTRUCTI ON SURVEYS

Pr i or t o t he st ar t of cont r act const r uct i on oper at i ons i n an ar ea, exami ne t he dr awi ngs and speci f i cat i ons t o det er mi ne t he ext ent of t he wor k and conduct pr econst r uct i on pr oper t y sur veys.

3. 3. 1 Pr econst r uct i on Condi t i on Sur vey Repor t

Pr epar e and submi t t o t he Cont r act i ng Of f i cer , pr i or t o t he st ar t of cont r act const r uct i on wor k/ act i v i t i es at t he wor k s i t e and t he st agi ng ar ea, one el ect r oni c f i l e of t he Pr econst r uct i on Condi t i on Sur vey Repor t cont ai ni ng sur veys, phot ogr aphs, and vi deo r ecor di ngs, sket ches and di agr ams, f i el d not es t aken, descr i pt i ons and r epor t s, al l s i gned and wi t nessed by t he per sons i nvol ved i n t he sur vey.

3. 3. 1. 1 Pr econst r uct i on Condi t i on Sur veys

Phot ogr aph and vi deo r ecor d f aci l i t i es wi t hi n t he wor k l i mi t s, i ncl udi ng, but not l i mi t ed t o, st agi ng ar ea, r oads, bor r ow ar eas, s i de wal ks, t r ees, shr ubs, and l awns pr i or t o wor ki ng i n an ar ea i n or der t o document t he pr econst r uct i on condi t i ons. The Cont r act or must al so t ake phot ogr aphs and vi deo r ecor d t he condi t i ons i n t he same ar eas upon compl et i on of t he pr oj ect . Phot ogr aphs si zed 4 i nches wi l l be accept abl e as a r ecor d of exi st i ng condi t i ons.

3. 3. 1. 2 I n- Ri ver Sur vey

Pr i or t o commenci ng const r uct i on, per f or m a pr econst r uct i on sur vey over t he ent i r e ar ea wher e excavat i on and dr i ven pi l es wi l l occur t o sear ch f or sur f ace debr i s, bur i ed obj ect s, and/ or ot her anomal i es on and bel ow t he exi st i ng r i ver bed. At mi ni mum t he pr econst r uct i on sur vey must consi st of a magnet omet er sur vey wi t h sur vey passes of 50 f eet or l ess. Cont r act or may suppl ement t he magnet omet er sur vey wi t h s i de- scan sonar , sub- bot t om pr of i l er , pr obi ng, and/ or s i mi l ar met hods as r equi r ed t o accur at el y det er mi ne l ocat i on, dept h, and composi t i on of bot t om debr i s and unchar t ed hazar ds/ obst r uct i ons. Coor di nat e pr obi ng wi t h t he Gover nment .

Cont r act or wi l l be sol el y r esponsi bl e f or det er mi ni ng necessar y ext ent and met hods of pr econst r uct i on sur vey. Resul t s of t he pr econst r uct i on sur vey must be pr ovi ded wi t h a summar y of f i ndi ngs, i nt er pr et at i on of any l ocat ed anomal i es, and consi der at i ons f or pi l e dr i v i ng. Submi t t he Pr econst r uct i on Condi t i on Sur vey Repor t s no l at er t han 14 days bef or e t he commencement of pi l e dr i v i ng act i v i t y. The Cont r act or i s r esponsi bl e f or damages t o exi st i ng adj acent st r uct ur es cr eat ed by pi l e dr i v i ng wor k, and r epai r i ng any damages t o t hese st r uct ur es wi t hout cost t o t he Gover nment .

3. 4 SCHEDULI NG

3. 4. 1 Gener al

Schedul e and execut e t he wor k, i ncor por at i ng t he necessar y r equi r ement s set f or t h i n t hese speci f i cat i ons. Devel op and submi t a schedul e i n accor dance wi t h Sect i on 01 32 01. 00 13 PROJECT SCHEDULE and CONTRACT

CLAUSE: 52. 236- 15 SCHEDULES FOR CONSTRUCTI ON CONTRACTS.

SECTI ON 01 00 00. 00 13 Page 4 08/ 14/ 25

3. 4. 2 Not i f i cat i on

I nf or m t he Gover nment i n wr i t i ng, at t he pr e- const r uct i on conf er ence, as t o whi ch hour s of t he day and days of t he week f or whi ch wor k wi l l be per f or med. Not i f y t he Gover nment at l east 24 hour s bef or e wor k i s t o be conduct ed on over t i me, i n mul t i pl e shi f t s, on weekends, or on Feder al Gover nment hol i days.

3. 4. 3 Lock and Dam Oper at i ons

Do not i nt er f er e wi t h nor mal l ock and dam oper at i ons. Lock and Dam per sonnel wi l l not accept del i ver i es, phone cal l s, or mai l or del i ver messages f or t he Cont r act or .

3. 4. 4 Dr edgi ng Oper at i ons

The Gover nment has a commi t ment t o mai nt ai n a 9 f oot navi gat i on channel .

I f t he Gover nment deci des t her e i s r i sk of t owboat gr oundi ng, t he Cont r act or ' s schedul e must be adj ust ed t o al l ow f or dr edgi ng by ot her s at t he ar ea( s) of concer n.

3. 5 OTHER CONTRACTS

The Gover nment may under t ake, awar d, or have ot her on- goi ng cont r act s and wor k i n t he ar ea of t hi s pr oj ect . The Cont r act or must coor di nat e t hei r wor k wi t h t he ot her Cont r act or s t o pr event del ays t o t hi s pr oj ect and i nt er f er ences wi t h t hose cont r act s. The Cont r act or must expect mi nor del ays and r eschedul i ng due t o t hese ot her cont r act s and wor k.

Coor di nat i on must be t hr ough t he Cont r act i ng Of f i cer . The ot her cont r act s and wor k i n t he ar ea of t hi s pr oj ect ar e l i s t ed bel ow. These cont r act s wi l l be consi der ed i n accor dance t o CONTRACT CLAUSE: 52. 236- 8 OTHER

CONTRACTS.

3. 5. 1 Li st ot her cont r act s

Mechani cal Unl oadi ng I DI Q, Cont r act No. W912ES22D0010 was awar ded t o Legacy Cor por at i on of I L. : wi t h base year i n 2023 and opt i on year s t hr ough t he 2024- 2026 navi gat i on seasons. Thi s cont r act or a s i mi l ar cont r act ar e ant i c i pat ed t o be i n ef f ect dur i ng t he ent i r e l engt h of t he const r uct i on pr oj ect .

Mechani cal Dr edgi ng I DI Q, Cont r act No. W912ES24D0008 was awar ded t o LS Mar i ne, I nc. : wi t h base year i n 2024 and opt i on year s t hr ough t he 2025- 2028 navi gat i on seasons. Thi s cont r act or a s i mi l ar cont r act ar e ant i c i pat ed t o be i n ef f ect dur i ng t he ent i r e l engt h of t he const r uct i on pr oj ect .

Lock and Dam 7 Out dr af t Modi f i cat i on, Cont r act No. W912ES25CA008 was awar ded t o Dubuque Bar ge and Fl eet i ng Ser vi ce Company, DBA Newt Mar i ne.

Lock and Dam 7 Ladder Repai r s and Concr et e Sl ab St abi l i zat i on wi l l be awar ded i n a f ut ur e cont r act .

Lock and Dam 7 End Cel l wi l l be awar ded i n a f ut ur e cont r act .

3. 6 OTHER WORK

The Cont r act or must cont act t he ot her l ocal uni t s of gover nment f or wor k t hey may have goi ng on i n t he ar ea and coor di nat e wor k and schedul es t o

SECTI ON 01 00 00. 00 13 Page 5 08/ 14/ 25 pr event any del ays i n t hi s cont r act .

- - End of Sect i on - -

SECTI ON 01 00 00. 00 13 Page 6 08/ 14/ 25

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 14 00. 00 13

WORK RESTRI CTI ONS

PART 1 GENERAL

1. 1 REFERENCES

1. 2 GROUNDS AND ROADWAYS

1. 2. 1 Par ki ng

1. 2. 2 Cont r act or ' s Fi el d Of f i ce, St agi ng Ar ea and Ri ver Access

1. 2. 3 Snow Removal

1. 3 BLASTI NG

1. 4 RI VER STAGE WORK REQUI REMENT

1. 5 HI GH WATER ACTI ON PLAN

1. 6 SUBMI TTALS

PART 2 PRODUCTS ( Not Used)

PART 3 EXECUTI ON

3. 1 EXI STI NG UTI LI TI ES

3. 1. 1 Gener al

3. 1. 2 Bur i ed Ut i l i t i es

3. 1. 3 I nt er r upt i on of Ser vi ces

3. 1. 4 Mi nnesot a One Cal l Excavat i on Not i ce Syst em

3. 2 PROTECTI ON OF TREES

3. 2. 1 Rest or at i on of Damaged Tr ees

3. 3 WORK NEAR RAI LROAD I NFRASTRUCTURE

3. 4 CONTRACTOR PROPOSED DI SPOSAL AREAS

3. 5 EAGLE NEST EXCLUSI ON ZONE RESTRI CTI ONS

3. 5. 1 Requi r ed Bal d and Gol den Eagl e Pr ot ect i on Act Avoi dance

Measur es

3. 6 DEFI NED NON- NAVI GATI ON SEASONS

3. 7 FLOATI NG PLANT

3. 7. 1 Equi pment and Per sonnel

3. 7. 2 Navi gabl e Wat er s

3. 7. 3 Sewage and Bi l ge Wat er Di sposal

3. 8 ATTACHMENTS

SECTI ON 01 14 00. 00 13 Page 1 08/ 14/ 25

SECTI ON 01 14 00. 00 13

WORK RESTRI CTI ONS

PART 1 GENERAL

1. 1 REFERENCES

CODE OF FEDERAL REGULATI ONS

46 CFR Chapt er 1 Sub Q ( 2024) Equi pment , Const r uct i ons, and Mat er i al s: Speci f i cat i ons and Appr oval

1. 2 GROUNDS AND ROADWAYS

1. 2. 1 Par ki ng

Par ki ng i s per mi t t ed onl y i n t he ar ea( s) shown, i ncl udi ng t he Cont r act or ' s st agi ng ar ea. No par ki ng wi l l be al l owed on t he gr ass. Cont r act or par ki ng must be coor di nat ed wi t h t he Gover nment .

1. 2. 2 Cont r act or ' s Fi el d Of f i ce, St agi ng Ar ea and Ri ver Access

An opt i onal Cont r act or ' s f i el d of f i ce/ st agi ng ar ea at Lock 7 i s shown on t he pl ans. I f t he Cont r act or ut i l i zes t hi s ar ea, i t i s l ocat ed wi t hi n t he secur ed gat e and t he Cont r act or and t hei r per sonnel or Sub- cont r act or s must access t he si t e t hr ough t he gat e by usi ng t he cal l box and r equest i ng access ( f or gat e t o be opened) .

I f t he Cont r act or chooses t o use t he l oadi ng dock at Lock 7 f or r i ver access, t he Gover nment wi l l pr ovi de r i ver access 120 f eet wi de and 7 f eet deep. The Lock 7 l oadi ng dock wi l l be ut i l i zed by mul t i pl e cont r act or s and t he Gover nment . Coor di nat i on wi l l be r equi r ed.

The Lock 7 l oadi ng dock capaci t i es ar e pr ovi ded as an at t achment .

1. 2. 3 Snow Removal

The Cont r act or i s r esponsi bl e f or snow r emoval i n t he Cont r act or ' s access, wor k, and par ki ng ar eas.

1. 3 BLASTI NG

Bl ast i ng wi l l not be per mi t t ed.

1. 4 RI VER STAGE WORK REQUI REMENT

A maxi mum r i ver st age el evat i on of EL. 640. 02 f eet wi l l ser ve as t he r ef er ence poi nt f or assessi ng r i ver st age t i me i mpact s. Thi s el evat i on wi l l be based on dat a f r om t he Mi ssi ssi ppi Ri ver Lock and Dam 7 gage l ocat ed on t he upst r eam or Pool 7 s i de of t he l ock and dam ( Gage Name:

Mi ssi ssi ppi R Lock and Dam 07 Pool )

Thi s cont r ol l i ng r i ver st age f or t he wor k wi l l be used when det er mi ni ng t he upper l i mi t of t he wor kabl e st age wi ndow. However , t he Cont r act or may compl et e speci f i c por t i ons of t he wor k at hi gher st at es t han l i s t ed i f t he

SECTI ON 01 14 00. 00 13 Page 2 08/ 14/ 25 speci f i c wor k s i t e i s v i s i bl e and i f t he Gover nment Qual i t y Assur ance Repr esent at i ve i s i n agr eement t hat t he wor k can be compl et ed at t he hi gher st ages.

The wor kabl e st age i s pr ovi ded as a cour t esy t o t he Cont r act or f or schedul i ng wor k and as a t i me f r ame f or r ef er ence i n det er mi ni ng whet her or not t he s i t e i s consi der ed wor kabl e. The Cont r act or i s encour aged t o make t hei r own i nvest i gat es of t he s i t es pr i or t o begi nni ng wor k t o det er mi ne i f t he wor k can be compl et ed at t he cur r ent r i ver st ages. The Cont r act or may cont i nue wor ki ng at l ower st ages t han t hose l i s t ed based on t hese i nvest i gat i ons, but no wor k wi l l be al l owed at st ages hi gher t han t he maxi mum l i st ed wi t hout appr oval of t he Admi ni st r at i ve Cont r act i ng Of f i cer i n conj unct i on wi t h Di st r i ct Channel s and Har bor s and Hydr aul i cs per sonnel .

1. 5 HI GH WATER ACTI ON PLAN

Pr ovi de a pl an det ai l i ng t he act i v i t i es t o mi ni mi ze t he adver se ef f ect s of hi gh wat er . I ncl ude pr ot ect i on of accompl i shed wor k and Cont r act or ' s equi pment and per sonnel . I ncl ude emer gency measur es t o r est or e any damaged sect i ons of t he pr oj ect . Emer gency measur es t o pr ovi de sound engi neer i ng met hods t hat pr ovi des pr ot ect i on at or gr eat er t han t he hei ght of t he exi st i ng f eat ur e, shoul d hi gh wat er occur

1. 6 SUBMI TTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or 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

I nt er r upt i on Of Ser vi ces; G

Hi gh Wat er Act i on Pl an; G

PART 2 PRODUCTS ( Not Used)

PART 3 EXECUTI ON

3. 1 EXI STI NG UTI LI TI ES

3. 1. 1 Gener al

Coor di nat e al l ut i l i t y r el ocat i on r equi r ement s. The Cont r act or i s r esponsi bl e f or payment t o t he ut i l i t y compani es f or al l ser vi ces, f ees, and per mi t s r equi r ed t o r el ocat e and r eest abl i sh ser vi ce. Pr ot ect al l exi st i ng ut i l i t i es.

3. 1. 2 Bur i ed Ut i l i t i es

The appr oxi mat e l ocat i ons of known exi st i ng bur i ed ut i l i t i es ar e shown on t he dr awi ngs t o t he ext ent of avai l abl e i nf or mat i on at t he t i me t he dr awi ngs wer e pr epar ed. Pr i or t o commenci ng excavat i on, accur at el y l ocat e

SECTI ON 01 14 00. 00 13 Page 3 08/ 14/ 25 al l such i nst al l at i ons. Not i f y t he Cont r act i ng Of f i cer i mmedi at el y be not i f i ed i f t he Cont r act or damages any exi st i ng ut i l i t y l i nes not i nt ended t o be r emoved. Repai r of damaged ut i l i t i es must be i n accor dance wi t h

CLAUSE 52. 236- 9 PROTECTI ON OF EXI STI NG VEGETATI ON, STRUCTURES, EQUI PMENT,

UTI LI TI ES, AND I MPROVEMENTS.

3. 1. 3 I nt er r upt i on of Ser vi ces

Ut i l i t y ser vi ces must not be i nt er r upt ed except f or br i ef per i ods t o f aci l i t at e cut - i ns. Pr ovi de t empor ar y ser vi ce and r el ocat e exi st i ng ut i l i t i es as r equi r ed t o const r uct t he wor k shown and i nsur e uni nt er r upt ed ser vi ce. I f i nt er r upt i on of ser vi ces i s unavoi dabl e, r equest appr oval i n wr i t i ng at l east 15 cal endar days pr i or t o t he pr oposed i nt er r upt i on.

Thi s submi t t al must f ul l y descr i be al l det ai l s of pr oposed i nt er r upt i on and t he r easons why al t er nat i ves ar e not f easi bl e. I nf or mat i on cont ai ned i n t he submi t t al must i ncl ude, but not be l i mi t ed t o, ut i l i t i es bei ng af f ect ed, dur at i on of out age, and any sket ches r equi r ed t o suppor t t he submi t t al . Coor di nat e wi t h t he owner of t he ut i l i t y and not i f y af f ect ed consumer s at l east 10 cal endar days i n advance of i nt er r upt i on of ser vi ces. The Cont r act i ng Of f i cer wi l l not appr ove pr oposal s whi ch r equi r e i nt er r upt i on of ser vi ces f or mor e t han 4 cont i nuous hour s.

3. 1. 4 Mi nnesot a One Cal l Excavat i on Not i ce Syst em

For cont r act wor k per f or med wi t hi n t he St at e of Mi nnesot a, t he Cont r act or must meet t he r equi r ement s of Mi nnesot a St at ut es, Chapt er 216D " Excavat i on Not i ce Syst em. " The Gopher St at e One Cal l not i f i cat i on cent er t el ephone number s ar e:

Twi n Ci t i es Met r o Ar ea ( 651) 454- 0002 Out st at e ( 800) 252- 1166

3. 2 PROTECTI ON OF TREES

Do not oper at e equi pment i n veget at ed ar eas out si de t he wor k l i mi t s.

3. 2. 1 Rest or at i on of Damaged Tr ees

Any exi st i ng t r ee t hat i s damaged by t he Cont r act or ' s oper at i ons must be r epl aced. Tr ees wi l l be consi der ed damaged i f t he cr i t i cal r oot zone i n cohesi ve soi l s i s compact ed, i f t her e ar e s i gni f i cant wounds t hat coul d cont r i but e t o r ot , or i f di st r ess ( evi dent by r educed gr owt h or ot her obser vat i ons of di st r ess document ed by a f or est er ) i s obser ved pr i or t o c l osi ng t he cont r act . Tr ees must be r epl aced i n k i nd on a cal i per i nch per cal i per i nch basi s ( DBH) ( e. g. one 6- i nch r ed oak must be r epl aced wi t h t wo 3- i nch r ed oaks, t hr ee 2- i nch r ed oaks, or s i x 1- i nch r ed oaks) .

Repl acement t r ee s i ze and l ocat i on wi l l be det er mi ned and st aked by t he Cont r act i ng Of f i cer . Repai r by pr uni ng, aer at i on, soi l condi t i oni ng, or ot her r ecommendat i on f r om a qual i f i ed f or est er wi l l be consi der ed by t he Cont r act i ng Of f i cer f or subst i t ut i on f or r epl acement .

3. 3 WORK NEAR RAI LROAD I NFRASTRUCTURE

Rai l r oad t r acks l i e al ong t he r i ver bank. Do not di st ur b t he exi st i ng r i ver bank sl oped ar ea, pavi ng, or r ai l way near t he const r uct i on ar ea.

Al so, t he Cont r act or i s pr ohi bi t ed f r om pr op wash and swi ngi ng any equi pment , excavat or bucket s, l oads, booms or any ot her l i f t equi pment wi t hi n 5 f eet of t he r i ver bank.

SECTI ON 01 14 00. 00 13 Page 4 08/ 14/ 25

3. 4 CONTRACTOR PROPOSED DI SPOSAL AREAS

Any di sposal s i t es pr oposed by t he Cont r act or t hat ar e not al r eady i dent i f i ed by t he Gover nment as appr oved f or t hi s pr oj ect ar e subj ect t o appr oval by t he Cont r act i ng Of f i cer . Thi s appr oval pr ocess may r equi r e t he Gover nment t o pr epar e an envi r onment al assessment at no cost t o t he Cont r act or . Thi s may r equi r e addi t i onal r evi ew t i me and may r esul t i n addi t i onal r equi r ement s t o of f set envi r onment al ef f ect s associ at ed wi t h t he use of t he s i t e. Pr oposed si t es whi ch i nvol ve t he excavat i on or pl acement of mat er i al wi t hi n a cul t ur al s i t e, wet l and, wooded ar ea, f l oodpl ai n, or ot her envi r onment al l y sensi t i ve ar ea wi l l not be appr oved.

3. 5 EAGLE NEST EXCLUSI ON ZONE RESTRI CTI ONS

Act i ve eagl e nest s may be pr esent i n t he pr oj ect ar ea. Pr i or t o t he st ar t of t he const r uct i on season, t he Gover nment wi l l conduct eagl e nest sur veys f or t he pr oj ect ar ea wi t h assi st ance f r om t he U. S. Fi sh and Wi l dl i f e Ser vi ce. I f a nest or nest s ar e det er mi ned t o be act i ve wi t hi n t he pr oj ect ar ea t he Cont r act i ng Of f i cer wi l l not i f y t he Cont r act or .

3. 5. 1 Requi r ed Bal d and Gol den Eagl e Pr ot ect i on Act Avoi dance Measur es

Cont r act or ' s act i v i t i es near any act i ve eagl e nest must compl y wi t h t he avoi dance measur es of t he Bal d and Gol den Eagl e Pr ot ect i on Act ( 16 U. S. C.

668- 668c) as f ol l ows:

( 1) Mai nt ai n a buf f er , i dent i f i ed as t he eagl e nest excl usi on zone, of at l east 660 f eet ( 200 met er s) bet ween pr oj ect const r uct i on act i v i t i es and any act i ve nest .

( 2) Rest r i ct al l pr oj ect const r uct i on act i v i t i es wi t hi n 660 f eet of any i dent i f i ed act i ve eagl e nest t o out si de t he nest i ng season ( i . e. , out s i de nest i ng season i s f r om mi d- Jul y t hr ough mi d- Januar y i n t he Mi dwest ) . The Gover nment wi l l det er mi ne when nest i ng act i v i t y has ended ( i . e. , eagl et s have f l edged) and wi l l not i f y t he Cont r act or .

Upon not i f i cat i on, t he Cont r act or may i mmedi at el y pr oceed wi t h const r uct i on act i v i t i es wi t hi n t he eagl e nest excl usi on zone.

( 3) Mai nt ai n est abl i shed l andscape buf f er s t hat scr een t he act i v i t y f r om eagl e nest s.

3. 6 DEFI NED NON- NAVI GATI ON SEASONS

Locks wi l l be c l osed and opened t o navi gat i on as f ol l ows: Hi st or i cal l y, navi gat i on i s c l osed dur i ng t he mont hs of Dec, Jan & Feb. Openi ng i n t he spr i ng has been t ypi cal l y bet ween 1 t o 15 Mar ch. For schedul i ng and pl anni ng pur poses, assume t he Locks wi l l be c l osed t o navi gat i on f r om 10 December t o 10 Mar ch.

3. 7 FLOATI NG PLANT

3. 7. 1 Equi pment and Per sonnel

Fl oat i ng pl ant and per sonnel must compl y wi t h t he appl i cabl e U. S. Coast Guar d r egul at i ons and l i censi ng r equi r ement s. Fl oat i ng pl ant equi pment must meet t he appl i cabl e r equi r ement s of 46 CFR Chapt er 1 Sub Q.

SECTI ON 01 14 00. 00 13 Page 5 08/ 14/ 25

NESP MOORING CELL AND DOLPHIN LOCK 7 Solicitation No. W912ES25BA009

3.7.2 Navigable Waters

Floating vessels operating on the Mississippi River and its tributaries must be operated in accordance with Title 33 Chapter II Part 207, 207.300 "Ohio River, Mississippi River above Cairo, Ill., and their tributaries;

use, administration, and navigation."

3.7.3 Sewage and Bilge Water Disposal

The Contractor's methods for disposal of sanitary sewage, and bilge water accumulated aboard floating plant, must meet applicable local, State, and Federal requirements.

3.8 ATTACHMENTS

Lock 7 loading dock truck and crane loading capacities, 1-page

-- End of Section --

SECTION 01 14 00.00 13 Page 6 08/14/25

SECTION 01 14 00.00 13

WORK RESTRICTIONS

ATTACHMENTS

Lock and Dam #7 Truck & Crane Capacities at the Loading Dock

Examples for use of the Capacity Chart

1. Water Level at EL 632.00

a) Read across to Max Truck Weight curve Read down to find allowable truck gross weight of 75.5 tons if situated along dock edge

2. Water Level at EL 632.00

a) Read across to Crane Along Edge curve Read down to find allowable crane gross weight of 81 tons if situated along dock edge

3. Water Level at EL 632.00

a) Read across to Crane 10 feet away from edge Read down to find allowable crane gross weight of 132.5 tons if situated 10 feet from dock edge

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00. 00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 REFERENCES

1. 2 COMPENSATI ON

1. 3 APPROVAL OF MATERI ALS OR ALTERNATES

1. 4 QUANTI TY SURVEYS

1. 5 MEASUREMENT BY WEI GHT

1. 6 MEASUREMENT UNI TS

1. 7 SUBMI TTALS

1. 8 JOB PAYMENT I TEMS

1. 8. 1 Bonds ( Per f or mance and Payment )

1. 8. 1. 1 Payment

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

1. 8. 2 Moor i ng Cel l Concr et e - I nt er i or of Sheet Pi l e

1. 8. 2. 1 Payment

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

1. 8. 3 Moor i ng Cel l

1. 8. 3. 1 Payment

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

1. 8. 4 Moor i ng Dol phi n Concr et e

1. 8. 4. 1 Payment

1. 8. 4. 2 Uni t of Measur e

1. 8. 5 Moor i ng Dol phi n St r uct ur al Met al Fabr i cat i ons

1. 8. 5. 1 Payment

1. 8. 5. 2 Uni t of Measur e

1. 8. 6 Moor i ng Dol phi n

1. 8. 6. 1 Payment

1. 8. 6. 2 Uni t of Measur e

1. 9 UNI T PRI CE PAYMENT I TEMS

1. 9. 1 Moor i ng Cel l Dr edgi ng

1. 9. 1. 1 Payment

1. 9. 1. 2 Measur ement

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

1. 9. 2 Moor i ng Cel l Concr et e - Ext er i or Per i met er

1. 9. 2. 1 Payment

1. 9. 2. 2 Measur ement

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

1. 9. 3 Moor i ng Cel l Sheet Pi l es

1. 9. 3. 1 [ Ent er Appr opr i at e Subpar t Ti t l e Her e]

1. 9. 3. 2 Measur ement

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

1. 9. 4 Moor i ng Dol phi n St eel Pi l es

1. 9. 4. 1 Payment

1. 9. 4. 2 Measur ement

1. 9. 4. 3 Uni t of Measur e

1. 9. 5 Ri pr ap

SECTI ON 01 22 00. 00 10 Page 1 08/ 14/ 25

1. 9. 5. 1 Payment

1. 9. 5. 2 Measur ement

1. 9. 5. 3 Uni t of Measur e

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

SECTI ON 01 22 00. 00 10 Page 2 08/ 14/ 25

SECTI ON 01 22 00. 00 10

MEASUREMENT AND PAYMENT

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.

NATI ONAL I NSTI TUTE OF STANDARDS AND TECHNOLOGY ( NI ST)

NI ST HB 44 ( 2024) Speci f i cat i ons, Tol er ances, and Ot her Techni cal Requi r ement s f or Wei ghi ng and Measur i ng Devi ces

1. 2 COMPENSATI ON

The payment pr ovi ded f or i n t he cont r act must const i t ut e f ul l compensat i on f or f ur ni shi ng al l mat er i al s and f or per f or mi ng al l wor k under t he cont r act i n a compl et e and accept abl e manner . The cont r act wor k must i ncl ude pr ovi di ng bonds ( per f or mance and payment ) , pl ant , equi pment , t ool s, suppl i es, l abor , super vi s i on, i nci dent al mat er i al s, 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, and 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. Compensat i on f or al l wor k shown, speci f i ed, or essent i al t o compl et i on of t he pr oj ect ( whet her or not t he speci f i c mat er i al or oper at i on i s i ndi cat ed) must be i ncl uded i n t he bi d pr i ce. The payment pr ovi ded f or i n t he cont r act i ncl udes compensat i on f or al l r i sk, l oss, damage, and expense ar i s i ng out of t he nat ur e of t he wor k or i t s pr osecut i on, subj ect t o condi t i ons of t he cont r act . Payment f or each cont r act l i ne i t em wi l l const i t ut e f ul l compensat i on f or f ur ni shi ng t he mat er i al s and const r uct i ng t he wor k compl et e i n pl ace as speci f i ed.

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 j ob or uni t pr i ce payment i t em, must be i ncl uded i n t he i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. I t i s t he r esponsi bi l i t y of t he Cont r act or t o ensur e t hat i t s pr i c i ng i s not mat er i al l y unbal anced and t hat t he pr i ces pr esent ed f or each l i ne i t em or subl i ne i t em accur at el y r ef l ect t he wor k ef f or t associ at ed wi t h t hose i t ems, i ncl usi ve of over head cost s.

1. 3 APPROVAL OF MATERI ALS OR ALTERNATES

Request s f or appr oval of mat er i al s and pr oduct s, or subst i t ut es t her eof , wi l l not be consi der ed pr i or t o awar d of t he cont r act .

1. 4 QUANTI TY SURVEYS

Pr ovi de quant i t y sur veys f or bul k mat er i al s measur ed by vol ume or wei ght , unl ess an al t er nat e met hod of measur ement i s speci f i ed. Quant i t y sur veys ar e speci f i ed i n SECTI ON 01 71 23. 05 13 CONTRACTOR SURVEYS.

SECTI ON 01 22 00. 00 10 Page 3 08/ 14/ 25

1. 5 MEASUREMENT BY WEI GHT

Bul k mat er i al s pai d f or by wei ght wi l l be measur ed by wei ghi ng each t r uck l oad on an appr oved scal e bef or e bei ng pl aced i n t he wor k. Scal es must be of suf f i c i ent l engt h t o per mi t s i mul t aneous wei ghi ng of al l axl e l oads and must be sensi t i ve t o a change i n l oad of 0. 2 per cent t hr oughout t he r ange of t he scal e. The scal e' s accur acy must conf or m t o t he appl i cabl e r equi r ement s of NI ST HB 44 and must be cer t i f i ed by a scal e ser vi c i ng company or by an i nspect or of t he St at e I nspect i on Bur eau. Each l oad must be accompani ed by a del i ver y t i cket cer t i f i ed by t he wei ghmast er . Del i ver y t i cket s must be col l ect ed by t he Cont r act or , and copi es t her eof must be f ur ni shed t o t he Cont r act i ng Of f i cer . As a mi ni mum, each t i cket must cont ai n t he f ol l owi ng i nf or mat i on:

( 1) Dat e and t i me.

( 2) Vehi c l e number .

( 3) Gr oss wei ght .

( 4) Vehi c l e t ar e wei ght .

( 5) Net wei ght .

( 6) Job t ot al f or mat er i al wei ghed.

( 7) Si gnat ur e of wei ghmast er .

( 8) Si gnat ur e of Cont r act or ' s r ecei ver .

1. 6 MEASUREMENT UNI TS

When mat er i al s ar e measur ed i n uni t s ot her t han t he measur ement uni t s speci f i ed as t he basi s of payment , t he measur ed quant i t i es must be conver t ed t o t he speci f i ed uni t of measur e. Fact or s f or conver si ons f r om one basi s or uni t of measur ement t o anot her must be appr oved by t he Cont r act i ng Of f i cer .

1. 7 SUBMI TTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or 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 must 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

Del i ver y Ti cket

Submi t cer t i f i ed del i ver y t i cket s.

1. 8 JOB 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 j ob payment s wi l l be made ar e l i s t ed i n t he Pr i c i ng Schedul e and descr i bed bel ow. The j ob pr i ce and payment made f or each i t em l i st ed must const i t ut e f ul l compensat i on 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. 8. 1 Bonds ( Per f or mance and Payment )

1. 8. 1. 1 Payment

Payment wi l l be made f or per f or mance and payment bonds r equi r ed by t hi s

SECTI ON 01 22 00. 00 10 Page 4 08/ 14/ 25 cont r act i n accor dance wi t h FAR 52. 232- 5 par agr aph ( g) .

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

Uni t of measur e: j ob.

1. 8. 2 Moor i ng Cel l Concr et e - I nt er i or of Sheet Pi l e

1. 8. 2. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment , and l abor and per f or mi ng al l oper at i ons necessar y f or t he moor i ng cel l concr et e on t he i nt er i or of t he sheet pi l e as shown and speci f i ed. Wor k i ncl udes, but i s not l i mi t ed t o, l ayout , r ei nf or cement , mi scel l aneous embedded mat er i al s, seal ant s, j oi nt s, f or mi ng, pl aci ng, f i ni shi ng, cur i ng, pr ot ect i on of concr et e wi t hi n t he st r uct ur e and di sposal f ees.

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

Uni t of measur e: j ob.

1. 8. 3 Moor i ng Cel l

1. 8. 3. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment and l abor and per f or mi ng al l oper at i ons necessar y f or t he compl et i on of t he moor i ng cel l as shown and speci f i ed. I t ems of wor k i ncl ude, but ar e not l i mi t ed t o, r ock excavat i on, f ender s, ar mor / wel ded pl at es, kevel , checkpost , r el evant pai nt i ng/ coat i ng, el ect r i cal / sol ar wor k, navi gat i on l i ght i ng/ st and, and r emoval of excess mat er i al of f - s i t e t o a Cont r act or ' s desi gnat ed l ocat i on.

Thi s bi d i t em does not i ncl ude moor i ng cel l wor k speci f i cal l y addr essed under ot her bi d i t ems.

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

Uni t of measur e: j ob.

1. 8. 4 Moor i ng Dol phi n Concr et e

1. 8. 4. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment , and l abor and per f or mi ng al l oper at i ons necessar y f or t he moor i ng dol phi n concr et e as shown and speci f i ed. Wor k i ncl udes, but i s not l i mi t ed t o, sur vey act i v i t i es, l ayout , r ei nf or cement , mi scel l aneous embedded mat er i al s, seal ant s, j oi nt s, f or mi ng, pl aci ng, f i ni shi ng, cur i ng, pr ot ect i on of concr et e, and di sposal f ees.

1. 8. 4. 2 Uni t of Measur e

Uni t of measur e: j ob.

1. 8. 5 Moor i ng Dol phi n St r uct ur al Met al Fabr i cat i ons

1. 8. 5. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment and l abor and per f or mi ng al l oper at i ons necessar y f or f ur ni shi ng and i nst al l i ng met al

SECTI ON 01 22 00. 00 10 Page 5 08/ 14/ 25 st r uct ur es f or t he moor i ng dol phi n as shown and speci f i ed. Wor k i ncl udes, but not l i mi t ed t o, f abr i cat i on, del i ver y, shop coat i ngs, f i el d t ouch- ups, and i nst al l at i on of dr i v i ng gui de f r ame member s and associ at ed connect i ons t o pi pe pi l es.

1. 8. 5. 2 Uni t of Measur e

Uni t of measur e: j ob.

1. 8. 6 Moor i ng Dol phi n

1. 8. 6. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment and l abor and per f or mi ng al l oper at i ons necessar y f or t he compl et i on of t he moor i ng dol phi n, as shown and speci f i ed. I t ems of wor k i ncl ude, but ar e not l i mi t ed t o, sur vey act i v i t i es, r ock excavat i on, dewat er i ng, t empor ar y shor i ng/ br aci ng, f ender s, r el evant pai nt i ng/ coat i ng, el ect r i cal / sol ar wor k, t i mber s, and r emoval of excess mat er i al of f - s i t e t o a Cont r act or ' s desi gnat ed l ocat i on. Thi s bi d i t em does not i ncl ude moor i ng dol phi n wor k speci f i cal l y addr essed under ot her bi d i t ems.

1. 8. 6. 2 Uni t of Measur e

Uni t of measur e: j ob.

1. 9 UNI T PRI CE 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 uni t pr i ce payment s wi l l be made ar e l i s t ed i n t he Pr i c i ng Schedul e and descr i bed bel ow. The uni t pr i ce and payment made f or each i t em l i st ed must const i t ut e f ul l compensat i on f or per f or mi ng al l wor k r equi r ed f or each of t he uni t pr i ce i t ems.

1. 9. 1 Moor i ng Cel l Dr edgi ng

1. 9. 1. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment and l abor and per f or mi ng al l oper at i ons necessar y f or dr edgi ng ( sand/ si l t onl y) t o const r uct t he moor i ng cel l , as shown and speci f i ed. I t ems of wor k i ncl ude, but ar e not l i mi t ed t o, soi l t est i ng, sur vey act i v i t i es, subsur f ace expl or at i on, dr edgi ng of sand/ si l t mat er i al , t r anspor t at i on of dr edged mat er i al t o t he di sposal s i t e and mai nt ai ni ng t he di sposal s i t e.

1. 9. 1. 2 Measur ement

Measur e t he moor i ng cel l dr edgi ng f or payment by t he cubi c yar ds excavat ed. The mat er i al r emoved t o be measur ed by quant i t y sur vey, i n accor dance wi t h SECTI ON 01 71 23. 05 13 CONTRACTOR SURVEYS. To cover unavoi dabl e i naccur aci es of dr edgi ng pr ocesses, mat er i al act ual l y r emoved t o a dept h of 1 f oot bel ow t he dept h speci f i ed and wi t hi n t he dr edgi ng l i mi t s wi l l be al l owed, but payment wi l l onl y be t o desi gn gr ade and wi l l not i ncl ude over dept h dr edgi ng unl ess aut hor i zed by t he Cont r act i ng Of f i cer .

SECTI ON 01 22 00. 00 10 Page 6 08/ 14/ 25

NESP MOORING CELL AND DOLPHIN LOCK 7 Solicitation No. W912ES25BA009

1.9.1.3 Unit of Measure

Unit of measure: cubic yard.

1.9.2 Mooring Cell Concrete - Exterior Perimeter

1.9.2.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for providing and placing concrete on the exterior perimeter of the mooring cell as shown and specified. Work includes, but is not limited to, delivery, survey activities, formwork, reinforcing, and concrete.

1.9.2.2 Measurement

Measure concrete for payment by the cubic yards, placed, completed and accepted by the Contracting Officer. Concrete will be measured by comparing post dredging/excavation survey and post concrete placement survey results and computing the volume placed in cubic yards. Conduct surveys in accordance with SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. No payment will be made for concrete installed outside the lines and grades indicated on the drawings.

1.9.2.3 Unit of Measure

Unit of measure: cubic yard.

1.9.3 Mooring Cell Sheet Piles

1.9.3.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for furnishing and installing the mooring cell sheet piles as shown and specificed. Items of work include, but are not limited to delivery, survey work/markers, metal fabrication, temporary bracing/support, painting/coating, and relevent compoents as noted on the drawings.

1.9.3.2 Measurement

Measure the mooring cell sheet pile for payment by the square feet installed, completed, and accepted by the Contractor Officer. The sheet pile will be measured by quantity in place in the field by the Contractor and approved by the Contracting Officer. No payment will be made for lengths of piles above the top elevation, cut off lengths, damaged or rejected piles, abandoned piles, misplaced piles, withdrawn piles, or backdriven piles.

1.9.3.3 Unit of Measure

Unit of measure: square foot.

1.9.4 Mooring Dolphin Steel Piles

1.9.4.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for supplying and driving mooring dolphin steel pile as shown and specified. Work to include, but is not

SECTION 01 22 00.00 10 Page 7 08/14/25 l i mi t ed t o, t est pi l es, casi ng, dr i v i ng, spl i c i ng, cut t i ng, measur i ng heave, r edr i v i ng heaved pi l es, r est r i kes, cut t i ng of f pi l es at t he cut - of f el evat i on, v i br at i on moni t or i ng, wel di ng, shop coat i ngs, Geot echni cal Consul t ant ser vi ces, per f or mance of t he Wave Equat i on Anal yses, f i el d t ouch- ups t o t he shop coat i ng, and compi l i ng dr i v i ng r ecor ds. No payment wi l l be made f or st eel casi ngs l ef t i n pl ace, l engt hs of pi l es above t he t op el evat i on, cut of f l engt hs, damaged or r ej ect ed pi l es, abandoned pi l es, mi spl aced pi l es, wi t hdr awn pi l es, or backdr i ven pi l es. .

1. 9. 4. 2 Measur ement

The l i near f oot age wi l l be det er mi ned by addi ng t he measur ed l engt h of al l pi l es accept abl y i nst al l ed bel ow t hei r r espect i ve cut - of f el evat i ons as i ndi cat ed by di amet er . The l engt h of each pi l e wi l l be measur ed t o t he near est t ent h of a l i near f oot , al ong t he axi s of each successf ul l y i nst al l ed pi l e. Pi l e l engt hs wi l l be r ounded t o t he near est whol e f oot f or comput i ng payment . Test pi l es t hat ar e appr oved t o r emai n i n t he f i ni shed wor k wi l l be measur ed f or payment ; t est pi l es t hat ar e not appr oved t o r emai n i n t he f i ni shed wor k wi l l not be measur ed f or payment . .

1. 9. 4. 3 Uni t of Measur e

Uni t of measur e: l i near f oot .

1. 9. 5 Ri pr ap

1. 9. 5. 1 Payment

Payment wi l l be made f or f ur ni shi ng al l mat er i al s, equi pment , and l abor , and per f or mi ng al l oper at i ons necessar y f or r i pr ap. Wor k i ncl udes, but i s not l i mi t ed t o, f ur ni shi ng, t est i 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 .

1. 9. 5. 2 Measur ement

Ri pr ap shal l be measur ed f or payment by t he t on ( 2, 000 pounds avoi r dupoi s) i n accor dance wi t h par agr aph MEASUREMENT BY WEI GHT. A Sur vey f or Ver i f i cat i on of Desi gn Sect i on i s r equi r ed t o det er mi ne i f pl acement i s wi t hi n t he neat l i nes and t ol er ances. The sur vey must be i n accor dance wi t h t he Sur vey f or Ver i f i cat i on of Desi gn Sect i on speci f i ed i n Sect i on 01 71 23. 05 13 CONTRACTOR SURVEYS. Payment wi l l be made onl y f or Ri pr ap pl aced wi t hi n t he speci f i ed t ol er ances. Al l r i pr ap per mi t t ed by t he Cont r act i ng Of f i cer t o r emai n out si de t he t ol er ances speci f i ed must be deduct ed f r om t he payment quant i t y. The excess r i pr ap vol ume must be deduct ed f r om t he payment quant i t y at t he r at e of 1. 4 t ons per cubi c yar d, r egar dl ess of act ual wei ght per cubi c yar d.

1. 9. 5. 3 Uni t of Measur e

Uni t of Measur e: Net Ton ( 2, 000l b) .

SECTI ON 01 22 00. 00 10 Page 8 08/ 14/ 25

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 22 00. 00 10 Page 9 08/ 14/ 25

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 32 01. 00 10

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. 1. 1 Schedul i ng Expect at i ons Ki ckof f Meet i ng( SEKO)

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 Act i v i t i es

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 Adver se Weat her

3. 3. 9 Cal endar s

3. 3. 10 Open Ended Logi c

3. 3. 11 Def aul t Pr ogr ess Dat a Di sal l owed

SECTI ON 01 32 01. 00 10 Page 1 08/ 14/ 25

3. 3. 12 Out - of - Sequence Pr ogr ess

3. 3. 13 Added and Del et ed Act i v i t i es

3. 3. 14 Or i gi nal Dur at i ons

3. 3. 15 Leads, Lags, and St ar t t o Fi ni sh Rel at i onshi ps

3. 3. 16 Ret ai ned Logi c

3. 3. 17 Per cent Compl et e

3. 3. 18 Remai ni ng Dur at i on

3. 3. 19 Cost Loadi ng of Cl oseout Act i v i t i es

3. 3. 19. 1 As- Bui l t Dr awi ngs

3. 3. 19. 2 O & M Manual s

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 El ect r oni c Schedul i ng Dat a

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 i ng and Level i ng Repor t

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 Gr oupi ng and Sor t i 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…

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