A22 - W912EK24R0007 Amend 0004 SPECS Continuation Sheet_20240710.pdf

AMEND. 0004

10 JULY 2024

The following modifications are made to SECTION 00 73 05, SECTION 01 11

00, SECTION 01 20 00, SECTION 03 30 00, SECTION 05 50 15, SECTION 09 97 02,

SECTION 31 62 16, SECTION 31 63 29, and SECTION 35 31 19.

SECTION 00 73 05

a. ALL PAGES. Delete Section 00 73 05 in its entirety, and substitute therefore revised Section 00 73 05, Amendment 0004, dated 10 July 2024.

SECTION 01 11 00

b. ALL PAGES. Delete Section 01 11 00 in its entirety, and substitute therefor revised Section 01 11 00, Amendment 0004, dated 10 July 2024.

SECTION 01 20 00

c. ALL PAGES. Delete Section 01 20 00 in its entirety, and substitute therefor revised Section 01 20 00, Amendment 0004, dated 10 July 2024.

SECTION 03 30 00

d. ALL PAGES. Delete Section 03 30 00 in its entirety, and substitute therefor revised Section 03 30 00, Amendment 0004, dated 10 July 2024.

SECTION 05 50 15

e. ALL PAGES. Delete Section 05 50 15 in its entirety, and substitute therefore revised Section 05 50 15, Amendment 0004, dated 10 July 2024.

SECTION 09 97 02

f. ALL PAGES. Delete Section 09 97 02 in its entirety, and substitute therefore revised 09 97 02, Amendment 0004, dated 10 July 2024.

SECTION 31 62 16

g. PAGE 8. Delete Section 31 62 16 Page 8 in its entirety, and substitute therefore revised Section 31 62 16 Page 8, Amendment 0004, dated 10 July 2024.

SECTION 31 63 29

h. ALL PAGES. Delete Section 31 63 29 in its entirety, and substitute therefore revised Section 31 63 29, Amendment 0004, dated 10 July 2024.

SECTION 35 31 19

i. ALL PAGES. Delete Section 35 31 19 in its entirety, and substitute therefore revised Section 31 35 19, Amendment 0004, dated 10 July 2024.

AMEND. 0004

DRAWINGS (SUPERSEDED)

j. Revised drawings listed below are being issued with this Amendment.

Such revised drawings supersede those of the same sheet identification numbers listed in the INDEX OF DRAWINGS included in the set of drawings furnished with Solicitation No. W912EK24R007, dated July 2024.

SHEET GEN G-006

SHEET DBOOM SB-001

SHEET DBOOM SB-501

SHEET DBOOM SB-502

SHEET ECRD ES-501

SHEET ECRD ES-502

SHEET ECRD EP-605

SHEET FSHWAY CS-102

SHEET FSHWAY S-554

Lock and Dam 22 Fi sh Passage Saver t on, Mi ssour i

SECTI ON TABLE OF CONTENTS

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

SECTI ON 00 73 05

SPECI AL CONTRACT REQUI REMENTS

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 ADDI TI ONAL COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK

1. 4 REQUI REMENTS FOR NAVI GATI ON

1. 5 SI GNAL LI GHTS

1. 6 COORDI NATI ON WI TH OTHERS

1. 7 ANTI TERRORI SM ( AT) AND OPERATI ONS SECURI TY ( OPSEC)

1. 7. 1 Access and Gener al Pr ot ect i on Pol i cy and Pr ocedur es

1. 7. 1. 1 Cont r act or s who do not r equi r e CAC, but r equi r e access t o a DoD f aci l i t y or i nst al l at i on

1. 7. 2 E- Ver i f y Pr ogr am

1. 8 SUSTAI NABI LI TY

1. 9 EQUI PMENT OWNERSHI P AND OPERATI NG EXPENSE SCHEDULE

1. 10 HI GH WATER ACTI ON PLAN

1. 11 EVALUATI ON OF SUBDI VI DED I TEMS

1. 12 VARI ATI ONS I N ESTI MATED QUANTI TI ES OF SUBDI VI DED I TEMS

1. 13 DELAYS DUE TO HI GH WATER

1. 14 UNANTI CI PATED HAZARDOUS MATERI AL

1. 15 ADDI TI ONAL PHYSI CAL DATA CLAUSE I NFORMATI ON

1. 16 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( Oct 1989) ER

415- 1- 15

1. 17 PROGRESS MEETI NGS

1. 18 US ARMY CORPS OF ENGI NEERS SAFETY AND HEALTH MANUAL ( EM 385- 1- 1)

1. 19 DAMAGE TO WORK

1. 20 I NSPECTI ON

1. 21 RETAI LERS' OCCUPATI ONAL TAX AND USE TAX EXEMPTI ON

1. 22 CONDI TI ON OF EXI STI NG STRUCTURES, ROADWAYS, AND OTHER FACI LI TI ES

1. 23 BARRI CADES AND WARNI NG SI GNS

1. 24 ONE CALL SYSTEMS FOR EXCAVATORS

1. 25 ELECTRI CAL POWER LI NES

1. 26 LOCATI ON OF PARKI NG, STAGI NG, AND STORAGE AREAS

1. 27 SPECI AL SAFETY REQUI REMENTS

1. 28 AVAI LABI LI TY AND USE OF UTI LI TY SERVI CES

1. 29 PROCESSI NG DAVI S- BACON ACT CERTI FI ED LABOR PAYROLLS

PART 2 PRODUCTS

PART 3 EXECUTI ON

ATTACHMENTS:

ATTACHMENT A - Per sonnel Change Request For m

At t achment B - Hydr ogr aphi c Sur veys ms2274 DOCUMENT 00 73 05 Page 1 AMEND. 0004

- - End of Sect i on Tabl e of Cont ent s - -ms2274 DOCUMENT 00 73 05 Page 2 AMEND. 0004

SECTI ON 00 73 05

SPECI AL CONTRACT REQUI REMENTS

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 i n t he t ext by basi c desi gnat i on onl y.

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

29 CFR 1926. 106 Wor ki ng Over or Near Wat er

33 CFR 207. 300 Ohi o Ri ver , Mi ssi ssi ppi Ri ver above Cai r o, I l l . , and t hei r t r i but ar i es; use, admi ni st r at i on, and navi gat i on

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

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

EP 1110- 1- 8 ( 2011) Const r uct i on Equi pment Owner shi p and Oper at i ng Expense Schedul e Regi ons I - XI I

1. 2 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

Backgr ound Checks; G SL Company Enr ol l ment i n E- Ver i f y; G SL For m I - 9; G SL

* * NOTE: To pr ot ect t he pr i vacy of t he Cont r act or , al l Cont r act or empl oyees, and al l subcont r act or empl oyee' s secur i t y i nf or mat i on submi t wi t h a cover page st at i ng t he Cont r act number ( e. g. , W912EKCXXXX) , t i t l e of pr oj ect , and t he company' s poi nt of cont act i nf or mat i on i n a seal ed envel ope/ cont ai ner and mai l t o:

Secur i t y and Law Enf or cement Of f i ce U. S. Ar my Cor ps of Engi neer s Rock I s l and Di st r i ct 1500 Rock I s l and Dr i ve Rock I s l and, I L 61201

I nsur ance; G ECCE; FAR 52. 228- 5 ms2274 DOCUMENT 00 73 05 Page 3 AMEND. 0004

Hi gh Wat er Act i on Pl an; G ECG Pr e- Const r uct i on Condi t i on Sur vey; G ECCE

SD- 11 Cl oseout Submi t t al s

Post - Const r uct i on Condi t i on Sur vey; G ECD

1. 3 ADDI TI ONAL COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK

I n addi t i on t o t he r equi r ement s of Cont r act Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK, be i n accor dance wi t h t he f ol l owi ng r equi r ement s:

a. Hydr aul i c dr edgi ng i s pr ohi bi t ed.

b. Access t o t he wor k s i t e St agi ng Ar ea wi l l be v i a publ i c r oads. Access t o t he r i ver i ne and spi l l way appur t enances wi l l be by f l oat i ng pl ant wi t h l i mi t ed const r uct i on access f r om t he I l l i noi s shor e v i a publ i c r oadways. Ver i f y wat er dept hs and be r esponsi bl e f or al l addi t i onal cost r el at ed t o s i t e access based on equi pment needs. Access dr edgi ng may be needed t o access t he pr oj ect l ocat i on based on t he dr af t of t he Cont r act or ' s equi pment .

c. Wor k wi l l be pr ohi bi t ed when wat er l evel i s above f l ood el evat i on unl ess appr oved i n wr i t i ng by t he Cont r act i ng Of f i cer . Fl ood el evat i on at t he Mi ssi ssi ppi Ri ver Saver t on, Mi ssour i gage i s 16 f eet st age, or el evat i on 462. 10 f t MSL1912 ( 461. 49 f t NAVD88) . Not e t hat pr oj ect f eat ur es ar e shown i n NAVD88 and t he gage i s r ead i n MSL1912.

Ref er t o par agr aph " ADDI TI ONAL PHYSI CAL DATA CLAUSE I NFORMATI ON. "

d. Gener al Condi t i on #9 of t he I l l i noi s EPA Cl ean Wat er Act Sect i on 401 Wat er Qual i t y Cer t i f i cat i on ( " Pur suant t o 35 I l l . Admi n. Code Sect i ons

302. 203, 302. 304, and 302. 515, al l hydr aul i c machi ner y ut i l i zed f or t he per mi t t ed act i v i t y and used i n or i mmedi at el y adj acent t o wat er s of t he St at e shal l ut i l i ze bi odegr adabl e or bi o- based hydr aul i c f l ui ds t o mi ni mi ze pol l ut i on i n t he case of br oken or l eaki ng hydr aul i c equi pment . " The Cont r act or ' s equi pment may be i nspect ed by t he Gover nment pr i or t o t he st ar t of any on- si t e wor k i n accor dance wi t h EM 385- 1- 1 and US Coast Guar d r equi r ement s. Def i c i enci es wi l l be cor r ect ed at t he Cont r act or ' s expense.

e. Hi st or i c Concr et e Dat a

( 1) Fi r st concr et e pl acement f or t he Dam was i n Apr i l 1937, and concr et e oper at i ons wer e f i ni shed i n May 1938. The Cont r act or was The Massman Const r uct i on Co. of Kansas Ci t y, Mi ssour i . The concr et e at Dam 22 was pl aced by bucket wi t h a t ot al yar dage of 39, 250. Mi ssour i Sand and Gr avel Company of LaGr ange, Mi ssour i , suppl i ed t he concr et e aggr egat es f or t he dam. The 2- i nch maxi mum si ze coar se aggr egat e was nat ur al r i ver gr avel and cont ai ned f r om 1 per cent t o 7 per cent cher t . Men st andi ng i n r ai l r oad car s dur i ng l oadi ng t hr ew out sof t pi eces of cher t . A f i ner bl endi ng of sands was used t o of f set t he def i c i ency of f i nes i n t he LaGr ange sand. The bl endi ng sand was obt ai ned f r om a pi t on t he bl uf f near Ki nder hook, I l l i noi s and f r om a pi t about 3 mi l es sout h of Qui ncy, I l l i noi s. Mi xi ng wat er was obt ai ned f r om t he Mi ssi ssi ppi Ri ver . Cement was f ur ni shed by t he At l as- Por t l and Cement Company pl ant at I l asco, Mi ssour i . The cement was of modi f i ed t ype. The appr oxi mat e concr et e mi x pr opor t i ons f or t he ms2274 DOCUMENT 00 73 05 Page 4 AMEND. 0004

Dam 11 wer e 423 l bs cement , 244 l bs r i ver wat er , 1, 500 l bs f i ne aggr egat e, and 2, 480 l bs coar se aggr egat e. The concr et e i s non- ai r ent r ai ned. The mi x pr opor t i ons pr oduced concr et e wi t h a s l ump of 1 t o 2 i nches. The aver age 28- day compr essi ve st r engt h was 4, 985 psi , wi t h a hi gh r epor t ed i ndi v i dual t est r esul t of 6, 290 psi .

( 2) No concr et e cor es wer e ext r act ed f r om t he submer si bl e di ke dur i ng t he 1987 Concr et e Condi t i ons Sur vey f or Lock and Dam 22. However , ot her concr et e sampl es on t he Upper Mi ssi ssi ppi Navi gat i on Syst em of s i mi l ar composi t i on and age have had compr essi ve st r engt hs wel l above 7, 000 psi . Speci f i c r ecor ds wer e not avai l abl e f or t he mi scel l aneous r epai r s and concr et e pat ches on t he submer si bl e di ke compl et ed si nce t he or i gi nal const r uct i on, but i t i s est i mat ed t hat t he concr et e used f or t hose r epai r s had a desi gn compr essi ve st r engt h on t he or der of 4, 000 psi wi t h act ual compr essi ve st r engt hs i n excess of t he desi gn st r engt h.

( 3) Reconst r uct i on of t he st or age yar d i n 2008 and 2009 af t er damage caused by t he 2008 f l ood event , i ncl uded new per i met er wal l s and sl abs, as wel l as gr out ed r i p r ap on t he sl ope east of t he st or age yar d. The per i met er wal l s and sl ab of t he st or age yar d wer e cast wi t h concr et e wi t h a desi gn compr essi ve st r engt h of 4, 000 psi del i ver ed f r om t he Qui ncy, I L pl ant of Bl ei gh Ready Mi x Company of Hanni bal , Mi ssour i . The mi x desi gn i ncl uded t he f ol l owi ng component s ( quant i t i es ar e per cubi c yar d) :

564 l bs Type 1 Cement , Cont i nent al Cement Co. , Hanni bal , MO

1, 800 l bs CM11A Cr ushed St one 3/ 4- i nch, Cent r al St one Co. , Hunt i ngt on, MO

1, 440 l bs FM1A Concr et e Sand, Cent r al St one Co. , Tayl or , MO

5 oz. +/ - Pol ychem AE, Ai r Ent r ai ni ng Agent , Gener al Resour ce Technol ogy

16 oz + PC 1000, Wat er Reduci ng Admi xt ur e, Gener al Resour ce Technol ogy

30 gal +/ - wat er , f r om Qui ncy Pl ant wel l

Test r esul t s f or t hi s concr et e showed act ual 28- day st r engt hs of 4, 460 psi t o 7, 510 psi . The gr out f or t he gr out ed r i p r ap east of t he st or age yar d had a desi gn compr essi ve st r engt h of 2, 500 psi and was al so del i ver ed f r om t he Bl ei gh Ready Mi x Company’ s Qui ncy pl ant . No compr essi ve st r engt h t est r esul t s wer e avai l abl e f or t he gr out .

f . Compl y wi t h al l per mi t s i n par agr aph " PERMI TS' and Sect i on 01 57 19

TEMPORARY ENVI RONMENTAL CONTROLS.

g. The Lock wi l l r emai n i n oper at i on wi t h unr est r i ct ed navi gat i on dur i ng t he ent i r e const r uct i on per i od, except dur i ng speci f i c out ages as agr eed upon wi t h t he Cont r act i ng Of f i cer . Cont r act or oper at i ons, f l eet i ng, and act i v i t i es must not af f ect navi gat i on or l ock per sonnel oper at i ons at t he Lock and Dam out si de of out age per i ods.

A t ot al of f our out ages wi l l be al l owed dur i ng t hi s pr oj ect .

ms2274 DOCUMENT 00 73 05 Page 5 AMEND. 0004

Addi t i onal out ages may be al l owed i f Cont r act or demonst r at es need f or addi t i onal out ages. Coor di nat e addi t i onal out ages wi t h Cont r act i ng Of f i cer at l east 60 days i n advance.

The Cont r act or wi l l be al l ot t ed one 2 week navi gat i on c l osur e f or t he t r ansf er swi t ch and swi t chboar d r epl acement bet ween Januar y 1st and Mar ch 1st . I t i s ant i c i pat ed t hat t hr ee addi t i onal 8- 12 hour out ages wi l l be r equi r ed t o i ncl ude one f or connect i ng t o t he new ut i l i t y t r ansf or mer ( wor k per f or med by ut i l i t y pr ovi der ) , one f or t he gener at or , and f i nal out age f or f i nal connect i ons t o t he ECRD.

Compl et e wor k i n accor dance wi t h appr oved schedul e and i n coor di nat i on wi t h Cont r act i ng Of f i cer . Cont r act or shal l pr ovi de t he gover nment 30 days not i ce pr i or t o t he 8- 12 hour navi gat i on c l osur es and 6 mont hs not i ce pr i or t o t he 2 week navi gat i on c l osur e.

h. Cr oss over wi l l need t o be cl eaned bef or e cabl es can be pul l ed. Al l wor k t o be i n accor dance wi t h EM 385- 1- 1 f or open manhol es. Pr ovi de 48- hour not i ce t o Oper at i ons and t he Cont r act i ng Of f i cer pr i or t o c l eani ng and pul l i ng cabl es t o ensur e l ock oper at i ons ar e not i mpact ed.

1. 4 REQUI REMENTS FOR NAVI GATI ON

Movement of f l oat i ng pl ant i n accor dance wi t h Upper Mi ssi ssi ppi Ri ver Navi gat i on Char t s - Lock and Dam 22 i s l ocat ed at r i ver mi l e 301. 2 on t he Upper Mi ssi ssi ppi Ri ver near Saver t on, Mi ssour i , i n Ral l s Count y, Mi ssour i , and Pi ke Count y, I l l i noi s. Saver t on i s l ocat ed appr oxi mat el y 1. 5 mi l es upst r eam and Ashbur n, Mo i s l ocat ed appr oxi mat el y 13 mi l es downst r eam. The pr oj ect ar ea i s i n Congr essi onal Di st r i ct 9 i n Mi ssour i and Di st r i ct 17 i n I l l i noi s.

1. 5 SI GNAL LI GHTS

Di spl ay s i gnal l i ght s and conduct oper at i ons i n accor dance wi t h U. S. Coast Guar d r egul at i ons ( Commandant I nst r uct i on M16672. 2 Ser i es) and EM 385- 1- 1 on wat er cr af t and f l oat i ng pl ant ( s) .

Each ni ght , bet ween sunset and sunr i se and dur i ng per i ods of r est r i ct ed vi s i bi l i t y , pr ovi de l i ght s f or f l oat i ng pl ant s, r anges, and mar ker s. Al so, pr ovi de l i ght s f or buoys t hat coul d endanger or obst r uct navi gat i on. When ni ght wor k i s i n pr ogr ess, mai nt ai n l i ght s f r om sunset t o sunr i se f or t he obser vat i on of dr edgi ng oper at i ons.

1. 6 COORDI NATI ON WI TH OTHERS

Schedul e and coor di nat e i t s oper at i ons af f ect i ng ot her Cont r act or s, ut i l i t i es, and/ or pr oper t y occur r i ng wi t hi n t he wor k l i mi t s. Accompl i sh such schedul i ng wi t h l ead t i me suf f i c i ent f or coor di nat i on of al l i nvol ved par t i es as necessar y f or t i mel y compl et i on of each Cont r act f eat ur e. As evi dence of compl i ance wi t h t hi s gener al r equi r ement c l ause, f ur ni sh t he Cont r act i ng Of f i cer wi t h a copy of each coor di nat ed schedul e pr i or t o commenci ng oper at i ons af f ect i ng such ot her Cont r act or s, Gover nment Hi r ed Labor For ces, ut i l i t i es, and/ or pr oper t y. As a mi ni mum, est abl i sh coor di nat i on wi t h each of t he f ol l owi ng poi nt ( s) of cont act , as r equi r ed:

a. Rock I s l and Di st r i ct Of f i ce 1500 Rock I s l and Ar senal Rock I s l and, I L 61201 Tel ephone No. : 309- 794- 4200 ms2274 DOCUMENT 00 73 05 Page 6 AMEND. 0004

( Col l ect cal l s not accept ed. )

Lock and Dam 22 Oper at i ons 13769 Ri ver vi ew Dr i ve New London, MO 63459 Tel ephone No. : 573- 221- 0294

Sny Levee Di st r i ct 490 Mai n St .

New Cant on, I L 62356 Tel ephone No. : 217- 426- 2521

I l l i noi s DNR 1 Nat ur al Resour ces Way Spr i ngf i el d, I L 62702 Tel ephone No. : 217- 782- 6302

Mi ssour i DNR 1101 Ri ver si de Dr i ve PO Box 176 Jef f er son Ci t y, MO 65102 Tel ephone No. : 573- 751- 3443

1. 7 ANTI TERRORI SM ( AT) AND OPERATI ONS SECURI TY ( OPSEC)

1. 7. 1 Access and Gener al Pr ot ect i on Pol i cy and Pr ocedur es

Per ENG FORM 6055, compl y wi t h t he f ol l owi ng Oper at i onal Secur i t y Requi r ement s.

Al l Cont r act or and subcont r act or empl oyees wi l l compl y wi t h i nst al l at i on and f aci l i t y access gui del i nes and r ul es as st at ed. Cont r act or wor kf or ce t o compl y wi t h al l per sonal i dent i t y ver i f i cat i on r equi r ement s as di r ect ed by Depar t ment of Def ense ( DoD) , Depar t ment of t he Ar my Headquar t er s, Rock I s l and Di st r i ct , and/ or l ocal pol i cy. I n addi t i on t o t he changes ot her wi se aut hor i zed by t he CHANGES cl ause of t hi s Cont r act , shoul d t he For ce Pr ot ect i on Condi t i on ( FPCON) at any i nst al l at i on or f aci l i t y change, t he Gover nment may r equi r e changes i n Cont r act or secur i t y mat t er s or pr ocesses.

I n suppor t of Rock I s l and Di st r i ct eval uat i on of per sonnel aut hor i zed f or access t o f eder al f aci l i t i es, pay al l f ees f or and submi t backgr ound checks t hat have been conduct ed by a bonded t hi r d par t y wi t hi n t he l ast 6 mont hs of t he Not i ce t o Pr oceed dat e and aut hor i ze r epor t s t o be mai l ed t o t he Rock I s l and Di st r i ct Secur i t y and Law Enf or cement Of f i ce by t he t hi r d par t y, see par agr aph SUBMI TTALS f or addr ess and ot her r equi r ement s. The backgr ound check wi l l cover , at a mi ni mum, t he l ast t en year s cover i ng t he st at es t he empl oyee had/ has l i ved i n, nat i onal cr i me r ecor ds check whi ch i ncl udes f el ony and mi sdemeanor of f enses, Depar t ment of Mot or Vehi c l es ( DMV) r ecor ds, and a nat i onal sex of f ender r egi st r y check, submi t t ed 14 days pr i or t o accessi ng t he pr oj ect s i t e.

I dent i f i cat i on Badges: The Cont r act or i s r esponsi bl e f or f ur ni shi ng a phot o i dent i f i cat i on badge/ car d t o each empl oyee pr i or t o t he empl oyee' s wor k on- si t e, and f or r equi r i ng each empl oyee engaged on t he wor k t o di spl ay i dent i f i cat i on. At a mi ni mum, t he badge wi l l have t he f ol l owi ng i t ems shown, t he empl oyee' s pi ct ur e, empl oyee' s name, and company name wor ki ng f or . The badge wi l l be pr omi nent l y di spl ayed unl ess r est r i ct ed f or saf et y concer ns, i n whi ch case i t wi l l be avai l abl e f or i mmedi at e ms2274 DOCUMENT 00 73 05 Page 7 AMEND. 0004 di spl ay upon r equest ( car r i ed on per son) .

As empl oyees ar e added or del et ed f r om t he submi t t ed and appr oved Access Cont r ol Li st ( ACL) , t hi s i nf or mat i on wi l l be r epor t ed i mmedi at el y t o t he Cont r act i ng Of f i cer . Added empl oyees wi l l not be per mi t t ed on- si t e unt i l r equi r ement s of t hi s par agr aph ar e compl et ed, submi t t ed, and appr oved.

Di squal i f y i ng f act or s i ncl ude, but ar e not l i mi t ed t o:

a. Cr i mi nal conduct , i n par t i cul ar , v i ol ent cr i me and sex of f ender s;

b. Habi t ual use of i nt oxi cat i ng bever ages t o excess as evi denced by Dr i v i ng Under t he I nf l uence ( DUI ) or publ i c i nt oxi cat i on r ecor ds; or

c. Any i l l egal act i v i t y or ot her di squal i f i cat i on whi ch makes t he i ndi v i dual unf i t f or ser vi ce ( e. g. , dr ug t r af f i ck i ng or pr ocur ement f r aud) .

I n addi t i on t o t he submi t t ed backgr ound checks, suppl ement al agency checks may be per f or med at t he di scr et i on of t he Rock I s l and Di st r i ct secur i t y per sonnel . The Cont r act or agr ees t o cooper at e and ensur e t hat Cont r act or empl oyees pr ovi de any document at i on r equi r ed t o compl et e t hese checks.

Any empl oyee l acki ng pr oper i dent i f i cat i on cr edent i al s or deemed a secur i t y t hr eat may be deni ed access t o t he pr oj ect . Such act i on i n no way r el i eves t he Cont r act or f r om per f or mance of t he cont r act . The Rock I s l and Di st r i ct r et ai ns t he r i ght t o deny any Cont r act or and sub- cont r act or empl oyee( s) f r om wor ki ng on t hi s Cont r act awar ded by t he Rock I s l and Di st r i ct based on f i nal backgr ound i nvest i gat i on r esul t s. Al l i nf or mat i on r ecei ved as a r esul t of a backgr ound check wi l l be handl ed accor di ng t o Pr i vacy Act r egul at i on.

I n t he event t hat an unexpect ed change i n per sonnel i s r equi r ed, due t o sudden absence of a cr i t i cal pat h empl oyee, i mmedi at el y cont act t he Cont r act i ng Of f i cer t o coor di nat e obt ai ni ng wr i t t en appr oval f r om t he Secur i t y and Law Enf or cement Of f i ce f or new/ addi t i onal per sonnel t o be br ought on- si t e pr i or t o backgr ound check accept ance. Submi t ATTACHMENT A

- Per sonnel Change Request For m and wi l l r ecei ve wr i t t en aut hor i zat i on f r om t he Secur i t y and Law Enf or cement Of f i ce pr i or t o br i ngi ng new per sonnel on- si t e, and wi l l ensur e a backgr ound check i s sent t o t he Rock I s l and Di st r i ct Secur i t y and Law Enf or cement Of f i ce no l at er t han 10 days f r om wr i t t en not i ce of appr oval . The Rock I s l and Di st r i ct r eser ves t he r i ght t o t er mi nat e access of t he empl oyee upon compl et i on of t he Gover nment ' s r evi ew of t he backgr ound check and t he Cont r act or wi l l be not i f i ed i mmedi at el y of any such Gover nment deci s i on.

I n t he event of an unf or eseen change i n wor k s i t e condi t i ons, whi ch may r equi r e a Cont r act Modi f i cat i on, and t he Cont r act or has t o i mmedi at el y add empl oyees, t he Cont r act or t o submi t ATTACHMENT A - Per sonnel Change Request For m and wi l l r ecei ve wr i t t en appr oval f r om t he Secur i t y and Law Enf or cement Of f i ce pr i or t o br i ngi ng new per sonnel on- si t e, and ensur e a backgr ound check i s sent t o t he Rock I s l and Di st r i ct Secur i t y and Law Enf or cement Of f i ce no l at er t han 10 days f r om wr i t t en not i ce of appr oval .

The Rock I s l and Di st r i ct r eser ves t he r i ght t o t er mi nat e access of t he empl oyee upon compl et i on of t he Gover nment ' s r evi ew of t he backgr ound check and t he Cont r act or wi l l be not i f i ed i mmedi at el y of any such Gover nment deci s i on.

Cont r act or , Cont r act or empl oyees, and subcont r act or empl oyees not expect ed t o be on t he wor ksi t e f or mor e t han 15 days may be al l owed on- si t e wi t h ms2274 DOCUMENT 00 73 05 Page 8 AMEND. 0004 t he f ol l owi ng condi t i ons:

a. Empl oyee wi l l be on si t e a t ot al of 15 days or l ess, f or t he dur at i on of t he pr oj ect .

b. Empl oyee i s added t o t he ACL as a shor t t er m empl oyee.

c. Empl oyee i s escor t ed whi l e on- si t e. Thi s i s def i ned as bei ng i n t he l i ne of s i ght of an i dent i f i ed Cont r act or empl oyee who has a backgr ound check on f i l e wi t h t he Rock I s l and Di st r i ct ( as not ed on t he ACL) .

d. Each Cont r act or empl oyee can sponsor onl y up t o f i ve shor t t er m empl oyees at a t i me.

For ei gn Nat i onal Empl oyees: Due t o a di f f er ence i n backgr ound check pr ocedur es f or l ong t er m f or ei gn nat i onal empl oyees, al l such empl oyees wi l l pr ovi de a phot ocopy of t hei r passpor t t o t he Rock I s l and Di st r i ct Secur i t y and Law Enf or cement Of f i ce no l at er t han 30 days pr i or t o ar r i val on- si t e. Shor t t er m f or ei gn nat i onal empl oyees ( e. g. speci al i st s wi t h a t wo week per i od of per f or mance) may wor k on si t e wi t h t he f ol l owi ng condi t i ons:

a. For ei gn nat i onal empl oyee wi l l be on- si t e a t ot al of 15 days or l ess, f or t he dur at i on of t he pr oj ect .

b. For ei gn nat i onal empl oyee i n accor dance wi t h E- Ver i f y r equi r ement s ( see par agr aph " E- Ver i f y Pr ogr am" ) .

c. Appr oved and i dent i f i ed Cont r act or empl oyee wi l l escor t t he f or ei gn nat i onal empl oyee AT ALL TI MES whi l e on- si t e.

d. Each Cont r act or empl oyee can sponsor onl y one shor t t er m f or ei gn nat i onal at a t i me.

1. 7. 1. 1 Cont r act or s who do not r equi r e CAC, but r equi r e access t o a DoD f aci l i t y or i nst al l at i on

Cont r act or and al l associ at ed sub- cont r act or s empl oyees must compl y wi t h adj udi cat i on st andar ds and pr ocedur es usi ng t he Nat i onal Cr i me I nf or mat i on Cent er I nt er st at e I dent i f i cat i on I ndex ( NCI C- I I I ) and Ter r or i st Scr eeni ng Dat abase ( TSDB) ( Ar my Di r ect i ve 2014- 05 / AR 190- 13) , appl i cabl e i nst al l at i on, f aci l i t y and ar ea commander i nst al l at i on/ f aci l i t y access and l ocal secur i t y pol i c i es and pr ocedur es ( pr ovi ded by Gover nment , as NCI C and TSDB ar e avai l abl e) , or , at OCONUS l ocat i ons, i n accor dance wi t h st at us of f or ces agr eement s and ot her t heat er r egul at i ons.

1. 7. 2 E- Ver i f y Pr ogr am

The Cont r act or must pr e- scr een candi dat es usi ng t he E- Ver i f y Pr ogr am websi t e ( ht t p: / / www. usci s. gov/ e- ver i f y) t o meet t he est abl i shed empl oyment el i gi bi l i t y r equi r ement s. The Cont r act or must ensur e t hat t he candi dat e has t wo val i d f or ms of Gover nment - i ssued i dent i f i cat i on pr i or t o enr ol l ment t o ensur e t he cor r ect i nf or mat i on i s ent er ed i nt o t he E- Ver i f y syst em. Document at i on of company enr ol l ment i n E- Ver i f y, v i a a pr i nt scr een of t he company pr of i l e wi t hi n t he E- Ver i f y syst em, must be submi t t ed t o t he Secur i t y Of f i ce no l at er t han 3 busi ness days af t er r ecei v i ng t he Not i ce t o Pr oceed.

ms2274 DOCUMENT 00 73 05 Page 9 AMEND. 0004

* When Cont r act s ar e wi t h i ndi v i dual s, t he i ndi v i dual s wi l l be r equi r ed t o compl et e a For m I - 9, Empl oyment El i gi bi l i t y Ver i f i cat i on must be gi ven/ coor di nat ed wi t h t he Cont r act i ng Of f i cer . Thi s For m wi l l be pr ovi ded t o t he Secur i t y Of f i ce af t er Not i ce t o Pr oceed i s r ecei ved.

1. 8 SUSTAI NABI LI TY

a. Meet USEPA r ecycl ed cont ent r equi r ement s. Ensur e al l Cont r act or - f ur ni shed suppl i es cont ai n r ecycl ed cont ent ( e. g. , i nsul at i on, r est r oom di v i der s, r oof i ng mat er i al s) . The l i s t of USEPA- Desi gnat ed Recover ed Mat er i al Pr oduct s i s avai l abl e onl i ne at :

ht t ps: / / www. epa. gov/ smm/ compr ehensi ve- pr ocur ement - gui del i ne- cpg- pr ogr am#pr oduct s ( Shor t er URL: ht t p: / / bi t . l y / 2ak11j p) .

b. Meet USDA Bi oPr ef er r ed Pr ogr am r equi r ement s. Ensur e al l Cont r act or - f ur ni shed suppl i es cont ai n bi obased cont ent ( e. g. , i nt er i or wal l panel s, pl ast i c i nsul at i ng f oam, pl ast i c l umber ) . The l i s t of USDA- Desi gnat ed Bi oPr ef er r ed Pr ogr am Pr oduct Cat egor i es i s avai l abl e onl i ne at :

ht t ps: / / www. bi opr ef er r ed. gov/ Bi oPr ef er r ed/ f aces/ pages/ Pr oduct Cat egor i es. xht ml ( Shor t er URL: ht t p: / / bi t . l y / 2aj ZE3V) .

c. Use ener gy- and wat er - ef f i c i ent bui l di ng- r el at ed pr oduct s and equi pment . Ensur e al l Cont r act or - f ur ni shed equi pment meet s ener gy ef f i c i ency r equi r ement s ( e. g. , l i ght f i x t ur es, gas wat er heat er s, cent r al ai r condi t i oner s, wi ndows, door s) , and wat er ef f i c i ent r equi r ement s ( e. g. , f aucet s, shower heads, t oi l et s) ( when appl i cabl e t o t he wor k t o be per f or med) . The l i s t of USDOE Pr oduct Cat egor i es Cover ed by Ef f i c i ency Pr ogr ams i s avai l abl e onl i ne at :

ht t p: / / bi t . l y / 2aj ZJ7S

d. Pr i nt al l del i ver abl es doubl e- si ded on paper t hat cont ai ns post - consumer f i ber .

1. 9 EQUI PMENT OWNERSHI P AND OPERATI NG EXPENSE SCHEDULE

a. Thi s speci al Cont r act r equi r ement does not appl y t o t er mi nat i ons. See EP 1110- 1- 8 and FAR Par t 49.

b. Al l owabl e cost f or const r uct i on and mar i ne pl ant and equi pment i n sound wor kabl e condi t i on owned or cont r ol l ed and f ur ni shed by a Cont r act or or subcont r act or at any t i er based on act ual cost dat a f or each pi ece of equi pment or gr oups of s i mi l ar ser i al and ser i es f or whi ch t he Gover nment can det er mi ne bot h owner shi p and oper at i ng cost s f r om t he Cont r act or ' s account i ng r ecor ds. When bot h owner shi p and oper at i ng cost s cannot be det er mi ned f or any pi ece of equi pment or gr oups of s i mi l ar ser i al or ser i es equi pment f r om t he Cont r act or ' s account i ng r ecor ds, cost s f or t hat equi pment based upon t he appl i cabl e pr ovi s i ons of EP 1110- 1- 8, Regi on V. Consi der wor ki ng condi t i ons t o be aver age f or det er mi ni ng equi pment r at es usi ng t he schedul e unl ess speci f i ed ot her wi se by t he Cont r act i ng Of f i cer . For equi pment not i ncl uded i n t he schedul e, r at es f or compar abl e pi eces of equi pment may be used or a r at e may be devel oped usi ng t he f or mul a pr ovi ded i n t he schedul e. For f or war d pr i c i ng, t he schedul e i n ef f ect at t he t i me of negot i at i ons t o appl y. For r et r oact i ve pr i c i ng, t he schedul e i n ef f ect at t he t i me t he wor k was per f or med wi l l appl y.

c. Equi pment r ent al cost s ar e al l owabl e, subj ect t o t he pr ovi s i ons of FAR ms2274 DOCUMENT 00 73 05 Page 10 AMEND. 0004

Lock and Dam 22 Fish Passage Saverton, Missouri

31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the Simplified Acquisition Threshold (SAT), the Contracting Officer will request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. Submit the data on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.10 HIGH WATER ACTION PLAN

Provide a high water action plan that details the Contractor's activities to minimize the adverse effects of high water. High water is when the water level exceeds flood stage at the project site. Flood elevation at the Mississippi River Saverton, Missouri, gage is 16 feet of stage, or elevation 462.1 ft MSL1912 (461.48 ft NAVD88). Note that project features are shown in NAVD88 and the gage is read in MSL1912. Include protection of accomplished work and the Contractor's equipment and personnel.

1.11 EVALUATION OF SUBDIVIDED ITEMS

Bid Item Nos. 0002, 0003, 0006, 0028, 0031, 0038, 0039, 0040, 0041, 0042, 0043, 0044, 0101, 0202, 0203, 0301 are subdivided into two or more estimated quantities and separately priced. The Government will evaluate each of these items on the basis of total price of the subitems.

1.12 VARIATIONS IN ESTIMATED QUANTITIES OF SUBDIVIDED ITEMS

This variation in estimated quantities clause is applicable only to Contract Line Item Nos. 0002, 0003, 0028, 0031, 0038, 0039, 0040, 0041, 0042, 0043, 0044, 0101 , 0203, and 0301 .

a. Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in Contract unit prices.

b. Where the actual quantity of work performed for Contract Line Item Nos. 0002, 0003, 0028, 0031, 0038, 0039, 0040, 0041, 0042, 0043, 0044, 0101 , 0203 is less than 85 percent of the quantity of the first sub-item listed under such item, will be paid at the Contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment will be made.

c. If the actual quantity of work performed under Contract Line Item Nos.

0002, 0003, 0028, 0031, 0038, 0039, 0040, 0041, 0042, 0043, 0044, 0101 , 0203 exceeds 115 percent or is less than 85 percent of the total estimated quantity of the sub-item under that item and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Contract Line Item Nos. 0002, 0003, 0028, 0031, 0038, 0039, 0040, 0041, 0042, 0043, 0044, 0101 , 0203 exceeds 115 percent or is less than 85 percent of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this Contract, the Contract ms2274 DOCUMENT 00 73 05 Page 11 AMEND. 0004

10 JULY 2024

completion time will be adjusted.

1.13 DELAYS DUE TO HIGH WATER

On the daily CQC report provide the water level elevation on site and the resultant impact to normally scheduled activities. The Contract period will be extended by the number of calendar days that high water prevented such work. Delays due to high water will not be considered adverse weather days in accordance with the clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. The Government will not reimburse the Contractor for standby costs associated with delays caused by water levels. Delays caused by water levels will not be the basis for an adjustment in Contract price.

Accurately interpret gages and duration 'Historic River Level Data.' Accurately interpret gages and duration curves.

1.14 UNANTICIPATED HAZARDOUS MATERIAL

If a hazardous material(s) is encountered during construction, stop work and immediately notify the Contracting Officer of the located potential hazardous material(s) found. Upon direction from the Contracting Officer, the Contractor may be required to conduct sampling and testing of these suspect material(s) in accordance with an Industrial Hygienist's recommended procedures. Payment for this additional work will be handled under the Contract Clause CHANGES and a modification will be issued.

1.15 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

Additional Contractor information associated with the Contract Clause

PHYSICAL DATA.

(b) Weather Conditions

National Weather Service climatological data consisting of precipitation and temperature records observed at Mississippi River at Lock and Dam 22 (Saverton, Missouri), are shown in the table below.

These data are based on monthly averages for the 10-year period 2000-2024, inclusive.

Month Total Precipitation

Normal (inches)

Mean Max Temperature

Normal (degrees F)

Mean Min Temperature

Normal (degrees F)

Mean Avg Temperature

Normal (degrees F)

January 1.77 37.6 21.1 29.3

February 1.82 40.5 21.7 31.5

March 2.88 53.2 34.2 44.3

April 3.65 65.6 43.9 54.5

May 4.74 74.5 55.2 64.7

June 4.32 84.7 64.5 74.5

July 4.49 88.8 68.4 78.6

August 3.96 87.1 67.0 77.2 ms2274 DOCUMENT 00 73 05 Page 12 AMEND. 0004

September 2.97 80.5 59.2 69.8

October 3.04 67.2 47.2 57.3

November 2.03 55.0 35.8 45.3

December 2.24 42.0 25.7 33.7

Annual 39.23 62.1 44.1 52.3

(d) Historic River Level Data

Daily and historic river gage readings for the Mississippi River at Lock and Dam 22 (Saverton, Missouri), can be obtained from the U.S.

Army Corps of Engineers web site as follows:

1. Go to http://rivergages.mvr.usace.army.mil/WaterControl/new/layout.cfm

2. Select Rock Island District

3. Select Basin, All 22 Basins Below

4. Select Mississippi River at Lock and Dam 22 (Saverton, Missouri)

5. Tabulate and tabulate yearly

*Note that www.rivergages.com references the MSL1912 vertical datum and the drawing set references the NAVD88 vertical datum. Historic river duration curves may be constructed using the available data.

Additional information and support is available upon request.

(e) Historic Hydrographic surveys.

The following link is to U.S. Army Corps of Engineers, Rock Island District hydrographic surveys.

1. Go to http://www.mvr.usace.army.mil/Missions/Navigation/HydrographicSurveys.aspx

2. Select (under Site Navigation) Upper Mississippi River

3. Select Saverton, MO Lock and Dam 22; Pool 22

(f) Attachment B - Hydrographic Surveys.

(g) Reference Drawings

Provided as a separate file, reference drawings are to be used for reference only. Drawings are the property of the Government and are not to be used for any purpose other than that intended by the Contract. See file named, "B5MRLD22201001-PLAN_SET_AS-BLT-2010-01-01-SUB_DIKE.pdf".

(h) Geotechnical Report

Soil boring logs and laboratory test data collected as part of the project design are included in a separate file. The soil boring logs and laboratory test data is for reference only. The soil boring log and laboratory test data is the property of the Government and is not to be used for any purpose other than that intended by the Contract.

ms2274 DOCUMENT 00 73 05 Page 13 AMEND. 0004

10 JULY 2024

See file named:

B5MRLD22202203-RPT-2024-07-11-Geotech-Boring-LabData.pdf

1.16 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (Oct 1989) ER 415-1-15

(a) This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause DEFAULT (FIXED-PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

(1) The weather experienced at the project site during the Contract period if to be unusually severe, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather to actually cause a delay to the completion of the project. The delay to be beyond the control and without the fault or negligence of the Contractor.

(b) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and constitutes the base line for monthly weather time evaluations. The Progress Schedule to reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (7) DAY WORK WEEK

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

(30) (28) (23) (11) (07) (10) (07) (07) (05) (08) (20) (31)

(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily Contractor's quality control report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days that prevents work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause entitled DEFAULT (FIXED-PRICE CONSTRUCTION).

1.17 PROGRESS MEETINGS

Conduct weekly progress meetings when actively working on site. Conduct all other progress meetings on a bi-weekly basis or as directed by the Contracting Officer.

a. Attend progress meetings as scheduled by the Government with an agenda prepared by the Contractor. The list of attendees include, but is not limited to, the Contractor's key site personnel, its supervisor(s)/superintendent(s), safety person(s), quality control ms2274 DOCUMENT 00 73 05 Page 14 AMEND. 0004

10 JULY 2024

manager, and subcontractors' representatives.

b. Address and discuss such items as progress of the work, potential factors for delays, proposed daily work schedule for the next period, deficiencies, utility service interruptions, protection of adjacent areas, coordination with other Contractors and Government hired labor, materials delivery schedules, submittals, quality control, and safety issues, etc.

c. Prepare minutes of the progress meetings and obtain signatures from all parties. Submit signed minutes to all parties involved.

1.18 US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH MANUAL (EM 385-1-1)

EM 385-1-1 (including all interim changes) must be followed and in effect on the date of award for all construction aspects of the Contract.

EM 385-1-1 can be found at the following internet link.

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

No separate payment will be made for compliance or for compliance with other safety and health requirements specified.

1.19 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in the Contract Clause PERMITS AND RESPONSIBILITIES. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or other weather anomalies, after it is complete and accepted, provided the damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. The responsibility for damage to any part of the permanent work will be as set forth in the Contract Clause PERMITS AND RESPONSIBILITIES. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or other weather anomalies, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there isn't any Contract unit or job prices applicable to any part of such work an equitable adjustment pursuant to Contract Clause CHANGES will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable Contract unit or job price. Except as specified, repair damage to all work (including temporary construction), utilities, materials, equipment, and plant to the satisfaction of the Contracting Officer at the Contractor's expense.

1.20 INSPECTION

The presence of a Government inspector does not relieve the Contractor of responsibility for the proper execution of the work in accordance with the Contract specifications and drawings. Furnish, at the request of the Contracting Officer or any inspector:

ms2274 DOCUMENT 00 73 05 Page 15 AMEND. 0004

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a. The use of such boat s, boat men, l abor er s, and mat er i al f or mi ng a par t of t he or di nar y and usual equi pment and cr ew of t he pl ant as may be r easonabl y necessar y i n i nspect i ng and moni t or i ng t he wor k.

b. Sui t abl e t r anspor t at i on f r om al l poi nt s on shor e desi gnat ed by t he Cont r act i ng Of f i cer t o and f r om t he var i ous pi eces of pl ant .

Shoul d t he Cont r act or r ef use, negl ect , or del ay compl i ance wi t h t hese r equi r ement s, t he speci f i c f aci l i t i es may be f ur ni shed and mai nt ai ned by t he Cont r act i ng Of f i cer and t he cost t her eof wi l l be deduct ed f r om any amount s due, or t o become due, t o t he Cont r act or . ”

1. 21 RETAI LERS' OCCUPATI ONAL TAX AND USE TAX EXEMPTI ON

Mat er i al s whi ch ar e t o be physi cal l y i ncor por at ed i nt o r eal est at e owned by t he Gover nment ar e exempt f r om Mi ssour i and I l l i noi s Ret ai l er s ' Occupat i onal Tax and Use Tax. However , sal es of t ool s, f uel , l umber f or f or ms and ot her end use or consumpt i on i t ems whi ch ar e not physi cal l y i ncor por at ed i nt o r eal est at e ar e t axabl e sal es. Af t er Cont r act awar d, t he Cont r act or may r equest t he Gover nment Sal es Tax Exempt i on Number , whi ch t o be used when pur chasi ng t ax- exempt mat er i al s. Not hi ng t o be const r ued t o af f ect t he pr ovi s i ons of t he Cont r act Cl ause FEDERAL, STATE, AND LOCAL TAXES.

1. 22 CONDI TI ON OF EXI STI NG STRUCTURES, ROADWAYS, AND OTHER FACI LI TI ES

a. Pr e- Const r uct i on Condi t i on Sur vey - Pr i or t o commencement of oper at i ons by t he Cont r act or , make a det ai l ed sur vey of al l exi st i ng st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, and ot her f aci l i t i es t hat may be af f ect ed by t he Cont r act or ' s oper at i ons. Conduct sur vey wi t h t he Cont r act or and t he Cont r act i ng Of f i cer , and be si gned by al l par t i es. The sur vey suf f i c i ent i n scope t o pr ovi de advance agr eement among al l concer ned as t o t he condi t i on of al l exi st i ng st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, and ot her f aci l i t i es. Par t i c i pat e f ul l y and act i vel y i n pr e- const r uct i on condi t i on sur vey of exi st i ng st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, submer si bl e spi l l way, and ot her f aci l i t i es as deemed necessar y t o per mi t det er mi nat i on and accur at e assessment of any subsequent damage t o exi st i ng st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, and ot her f aci l i t i es whi ch may be i ncur r ed dur i ng t he per i od of t he Cont r act .

b. Post - Const r uct i on Condi t i on Sur vey - Af t er compl et i on of t he wor k, and pr i or t o f i nal accept ance of t he wor k, conduct a det ai l ed post const r uct i on sur vey of t he same st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, and ot her f aci l i t i es pr evi ousl y sur veyed wi t h t he Cont r act or and t he Cont r act i ng Of f i cer and si gned by bot h par t i es. The sur vey t o be suf f i c i ent i n scope t o pr ovi de f or agr eement among al l concer ned as t o t he post - pr oj ect condi t i on of t he exi st i ng st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, and ot her f aci l i t i es. Be r esponsi bl e f or f ul l and act i ve par t i c i pat i on i n such post - const r uct i on condi t i on sur vey as deemed necessar y t o per mi t det er mi nat i on and accur at e assessment of any damage t o exi st i ng st r uct ur es, Cont r act or st agi ng and par ki ng ar eas, boat r amps, par ki ng l ot s, r oadways, and ot her f aci l i t i es whi ch have been i ncur r ed dur i ng ms2274 DOCUMENT 00 73 05 Page 16 AMEND. 0004 t he per i od of t he Cont r act .

c. The sur veys i ncl ude, but not be l i mi t ed t o, phot ogr aphs, v i deos, sket ches, and wr i t t en descr i pt i ons. Al l mat er i al s and per sonnel r equi r ed f or accompl i shment of t he above sur veys by, and at t he expense of t he Cont r act or . Fur ni sh copi es of al l document at i on t o al l par t i es i nvol ved.

d. I f i t i s det er mi ned by t he post - const r uct i on condi t i on sur vey t hat damage has occur r ed, Cont r act or t o r epai r such damage t o a condi t i on equal t o t he pr e- Cont r act condi t i ons, as appr oved by t he Cont r act i ng Of f i cer , at t he Cont r act or ' s expense.

1. 23 BARRI CADES AND WARNI NG SI GNS

Pr ovi de and mai nt ai n bar r i cades, danger and war ni ng si gns, and sui t abl e and ef f i c i ent l i ght s at al l poi nt s of ent r y t o t he sect i on or sect i ons of r oadway/ par ki ng ar eas whi ch ar e t o be cl osed t o t r avel dur i ng const r uct i on oper at i ons under t he Cont r act . Fur ni sh f l agmen and wat chmen t o war n and di r ect t r af f i c or t o pr event t r avel on any por t i on of r oadways dur i ng t he per i ods i n whi ch oper at i ons under t he Cont r act ar e per f or med as may be r equi r ed t o ensur e saf et y and pr event acci dent s. Al l f aci l i t i es f ur ni shed by t he Cont r act or t o be as pr escr i bed by l ocal hi ghway aut hor i t i es and subj ect t o appr oval by t he Cont r act i ng Of f i cer . Separ at e payment wi l l not be made f or any cost s i ncur r ed by t he Cont r act or i n compl i ance wi t h t he pr ovi s i ons of t hi s par agr aph but al l cost s t o be consi der ed as a subsi di ar y obl i gat i on of t he Cont r act or and ar e i ncl uded i n t he Cont r act pr i ce f or ot her Cont r act i t ems as appl i cabl e.

1. 24 ONE CALL SYSTEMS FOR EXCAVATORS

One cal l syst ems, est abl i shed by l aw, ar e oper at ed by owner s of under gr ound f aci l i t i es f or excavat or s.