Technical_Specifications.pdf

Solicitation No. W912P5-17-B-0003

US Army Corps Of Engineers Nashville District

SHEPHERD STREET BRIDGE

REPLACEMENT

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

TECHNICAL SPECIFICATIONS

Final

November 2017

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Shepher d St r eet Br i dge Repl acement Ci t y of Cumber l and, Kent ucky W912P5- 17- B- 0003 Fi nal

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUI REMENTS

01 22 00 PRI CE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00 QUALI TY CONTROL

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

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

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMI TTALS

01 95 00 FORMS AND ATTACHMENTS

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

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

03 15 00 CONCRETE ACCESSORI ES

03 20 00 CONCRETE REI NFORCI NG

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

03 35 00 CONCRETE FI NI SHI NG

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DI VI SI ON 05 - METALS

05 52 00 METAL RAI LI NGS

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

07 92 00 JOI NT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 96 00 HI GH- PERFORMANCE COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 53 TRAFFI C SI GNAGE

DI VI SI ON 31 - EARTHWORK

31 23 00 EXCAVATI ON AND FI LL

31 32 11 SOI L SURFACE EROSI ON CONTROL

31 62 16. 16 STEEL H- PI LES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

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

32 10 00 BI TUMI NOUS CONCRETE PAVEMENT

32 11 16 SUBBASE COURSE FOR FLEXI BLE PAVI NG

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

32 11 26 BI TUMI NOUS BASE COURSE

PROJECT TABLE OF CONTENTS Page 1

32 12 10 BI TUMI NOUS TACK AND PRI ME COATS

32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKI NGS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 05 23 TRENCHLESS UTI LI TY I NSTALLATI ON

33 11 00 WATER DI STRI BUTI ON

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 46 13 FOUNDATI ON DRAI NAGE SYSTEM

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

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

STRUCTURES

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

PROJECT TABLE OF CONTENTS Page 2

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 00 00

GENERAL REQUI REMENTS

PART 1 GENERAL

1. 1 GENERAL

1. 1. 1 Scope of Wor k

1. 2 REFERENCES

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

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

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

1. 3 PARTNERI NG

1. 4 COORDI NATI ON CONFERENCES

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

1. 6 PROJECT SI GNS

1. 7 ACCI DENT PREVENTI ON

1. 8 EVALUATI ON OF CONTRACTOR PERFORMANCE

1. 9 SUBMI TTALS

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

CONTRACTS

PART 2 PRODUCTS ( Not Used)

PART 3 EXECUTI ON

3. 1 FI ELD SURVEYS

3. 2 PROJECT SCHEDULE

3. 3 DI SPOSAL AREA SI TE PLANS

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

SECTI ON 01 00 00 Page 1

SECTI ON 01 00 00

GENERAL REQUI REMENTS

PART 1 GENERAL

1. 1 GENERAL

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

1. 1. 1 Scope of Wor k

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

Thi s i ncl udes t he r emoval and r epl acement of t he Shepher d St r eet Br i dge over Looney Cr eek as wel l as pavement i mpr ovement s on Mai n St r eet and Ri ver Road l ocat ed Sout h of Loooney Cr eek. Thi s scope of wor k al so i ncl udes st or m sewer syst em i mpr ovement s and t he r el ocat i on of t he exi st i ng ut i l i t i es i mpact ed by t he pr oj ect .

1. 2 REFERENCES

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

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

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

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

KENTUCKY TRANSPORTATI ON CABI NET ( KYTC)

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

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

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

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

Commonweal t h t o Gover nment

SECTI ON 01 00 00 Page 2

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

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

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

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

1. 3 PARTNERING

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

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

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

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

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

1. 4 COORDI NATI ON CONFERENCES

Rout i ne coor di nat i on conf er ences wi l l be schedul ed by t he Cont r act i ng Of f i cer t hr oughout t he l i f e of t hi s cont r act . Coor di nat i on conf er ences wi l l be hel d t o di scuss cont r act admi ni st r at i on, Cont r act or qual i t y cont r ol , phasi ng, schedul i ng, and ot her aspect s r el at i ng t o t hi s const r uct i on. The Cor ps of Engi neer s and t he Cont r act or wi l l be r epr esent ed at each of t hese meet i ngs. Si mi l ar i nf or mat i on concer ni ng r epl acement per sonnel shal l be f or war ded t o t he Cont r act i ng Of f i cer , SECTI ON 01 00 00 Page 3 shoul d any r epl acement be r equi r ed at any t i me dur i ng t he l i f e of t hi s cont r act . Coor di nat i on conf er ences wi l l be schedul ed t o occur when not i f i ed by t he Cont r act i ng Of f i cer .

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

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

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

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

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

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

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

1. 6 PROJECT SI GNS

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

SHEPHERD STREET BRI DGE REPLACEMENT

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

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

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

1. 7 ACCI DENT PREVENTI ON

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

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS.

1. 8 EVALUATI ON OF CONTRACTOR PERFORMANCE

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

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

The eval uat i on wi l l i ncl ude a wr i t t en nar r at i ve and r at i ng of ei t her except i onal , ver y good, sat i sf act or y, mar gi nal , or unsat i sf act or y f or

SECTI ON 01 00 00 Page 4 each. The f or mat f or t he eval uat i on i s i ncl uded i n Appendi x A - FORMS AND

ATTACHMENTS.

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

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

1. 9 SUBMITTALS

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

01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Ar ea Use Pl an; G

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

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

CONTRACTS

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

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

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

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

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

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

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

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

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

www.uschamberfoundation.org/hiring-our-heroes

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

www.whitehouse.gov/sites/default/files/docs/white_house_business_council_

SECTI ON 01 00 00 Page 5

-_guide_to_hiring_veterans_0.pdf

PART 2 PRODUCTS ( Not Used)

PART 3 EXECUTI ON

3. 1 FI ELD SURVEYS

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

3. 2 PROJECT SCHEDULE

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

01 32 01 PROJECT SCHEDULE.

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

3. 3 DI SPOSAL AREA SI TE PLANS

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

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

- - End of Sect i on - -

SECTI ON 01 00 00 Page 6

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 PAYMENT I TEMS

1. 4 GENERAL

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on

1. 4. 1. 1 Payment

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

1. 4. 2 Per f or mance and Payment Bonds

1. 4. 2. 1 Payment

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

1. 4. 3 W Val ve Cut - i n 8 i nch

1. 4. 3. 1 Payment

1. 4. 3. 2 Measur ement

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

1. 4. 4 Demol i t i on Gener al ( Pi pe, I nl et , Cur b, Pavement )

1. 4. 4. 1 Payment

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

1. 4. 5 Cl ear i ng and Gr ubbi ng

1. 4. 5. 1 Payment

1. 4. 5. 2 Uni t of Measur e

1. 4. 6 Bar r i cade Type 3

1. 4. 6. 1 Payment

1. 4. 6. 2 Measur ement

1. 4. 6. 3 Uni t of Measur e

1. 4. 7 Tempor ar y Si gns

1. 4. 7. 1 Payment

1. 4. 7. 2 Measur ement

1. 4. 7. 3 Uni t of Measur e

1. 4. 8 Mai nt ai n and Cont r ol Tr af f i c

1. 4. 8. 1 Payment

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

1. 4. 9 SBM Al umi num Panel Si gns

1. 4. 9. 1 Payment

1. 4. 9. 2 Measur ement

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

1. 4. 10 Remove and Rel ocat e Si gn Assembl y

1. 4. 10. 1 Payment

1. 4. 10. 2 Measur ement

1. 4. 10. 3 Uni t of Measur e

1. 4. 11 Roadway Excavat i on

1. 4. 11. 1 Payment

1. 4. 11. 2 Measur ement

1. 4. 11. 3 Uni t of Measur e

1. 4. 12 Speci al Excavat i on

SECTI ON 01 22 00 Page 1

1. 4. 12. 1 Payment

1. 4. 12. 2 Measur ement

1. 4. 12. 3 Uni t of Measur e

1. 4. 13 Embankment i n Pl ace

1. 4. 13. 1 Payment

1. 4. 13. 2 Measur ement

1. 4. 13. 3 Uni t of Measur e

1. 4. 14 Tempor ar y Di t ch

1. 4. 14. 1 Payment

1. 4. 14. 2 Measur ement

1. 4. 14. 3 Uni t of Measur e

1. 4. 15 Cl ean Tempor ar y Di t ch

1. 4. 15. 1 Payment

1. 4. 15. 2 Measur ement

1. 4. 15. 3 Uni t of Measur e

1. 4. 16 Tempor ar y Si l t Fence

1. 4. 16. 1 Payment

1. 4. 16. 2 Measur ement

1. 4. 16. 3 Uni t of Measur e

1. 4. 17 Si l t Tr ap Type B

1. 4. 17. 1 Payment

1. 4. 17. 2 Measur ement

1. 4. 17. 3 Uni t of Measur e

1. 4. 18 Si l t Tr ap Type C

1. 4. 18. 1 Payment

1. 4. 18. 2 Measur ement

1. 4. 18. 3 Uni t of Measur e

1. 4. 19 Cl ean Si l t Tr ap Type B

1. 4. 19. 1 Payment

1. 4. 19. 2 Measur ement

1. 4. 19. 3 Uni t of Measur e

1. 4. 20 Er osi on Cont r ol Bl anket

1. 4. 20. 1 Payment

1. 4. 20. 2 Measur ement

1. 4. 20. 3 Uni t of Measur e

1. 4. 21 Tempor ar y Mul ch

1. 4. 21. 1 Payment

1. 4. 21. 2 Measur ement

1. 4. 21. 3 Uni t of Measur e

1. 4. 22 Agr i cul t ur al Li mest one

1. 4. 22. 1 Payment

1. 4. 22. 2 Measur ement

1. 4. 22. 3 Uni t of Measur e

1. 4. 23 Er osi on Cont r ol

1. 4. 23. 1 Payment

1. 4. 23. 2 Uni t of Measur e

1. 4. 24 Ar t i cul at ed Concr et e Bl ock Syst em

1. 4. 24. 1 Payment

1. 4. 24. 2 Measur ement

1. 4. 24. 3 Uni t of Measur e

1. 4. 25 Asphal t Pavement Mi l l i ng & Text ur i ng

1. 4. 25. 1 Payment

1. 4. 25. 2 Measur ement

1. 4. 25. 3 Uni t of Measur e

1. 4. 26 St andar d Cur b and Gut t er

1. 4. 26. 1 Payment

1. 4. 26. 2 Measur ement

1. 4. 26. 3 Uni t of Measur e

1. 4. 27 Si dewal k - 4 i n. Concr et e

SECTI ON 01 22 00 Page 2

1. 4. 27. 1 Payment

1. 4. 27. 2 Measur ement

1. 4. 27. 3 Uni t of Measur e

1. 4. 28 Pave. St r i pi ng Ther mo - 4i n Y

1. 4. 28. 1 Payment

1. 4. 28. 2 Measur ement

1. 4. 28. 3 Uni t of Measur e

1. 4. 29 Pave. Mar ki ng Ther mo X- Wal k - 6i n

1. 4. 29. 1 Payment

1. 4. 29. 2 Measur ement

1. 4. 29. 3 Uni t of Measur e

1. 4. 30 Pave. Mar ki ng Ther mo St op Bar - 24i n

1. 4. 30. 1 Payment

1. 4. 30. 2 Measur ement

1. 4. 30. 3 Uni t of Measur e

1. 4. 31 Fer t i l i zer

1. 4. 31. 1 Payment

1. 4. 31. 2 Measur ement

1. 4. 31. 3 Uni t of Measur e

1. 4. 32 Seedi ng and Pr ot ect i on

1. 4. 32. 1 Payment

1. 4. 32. 2 Measur ement

1. 4. 32. 3 Uni t of Measur e

1. 4. 33 Topsoi l Fur ni shed and Pl aced

1. 4. 33. 1 Payment

1. 4. 33. 2 Measur ement

1. 4. 33. 3 Uni t of Measur e

1. 4. 34 W Di r ect i onal Bor e

1. 4. 34. 1 Payment

1. 4. 34. 2 Measur ement

1. 4. 34. 3 Uni t of Measur e

1. 4. 35 W Fi r e Hydr ant Rel ocat e

1. 4. 35. 1 Payment

1. 4. 35. 2 Measur ement

1. 4. 35. 3 Uni t of Measur e

1. 4. 36 Wat er Met er Vaul t

1. 4. 36. 1 Payment

1. 4. 36. 2 Measur ement

1. 4. 36. 3 Uni t of Measur e

1. 4. 37 W Pi pe Duct i l e I r on 04 i n. I nst .

1. 4. 37. 1 Payment

1. 4. 37. 2 Measur ement

1. 4. 37. 3 Uni t of Measur e

1. 4. 38 W Ti e- i n 04 i n. I nst .

1. 4. 38. 1 Payment

1. 4. 38. 2 Measur ement

1. 4. 38. 3 Uni t of Measur e

1. 4. 39 W Leak Det ect i on Met er I nst .

1. 4. 39. 1 Payment

1. 4. 39. 2 Measur ement

1. 4. 39. 3 Uni t of Measur e

1. 4. 40 Channel Li ni ng Cl ass I I I

1. 4. 40. 1 Payment

1. 4. 40. 2 Measur ement

1. 4. 40. 3 Uni t of Measur e

1. 4. 41 St aki ng

1. 4. 41. 1 Payment

1. 4. 41. 2 Uni t of Measur e

1. 5 DRAI NAGE

SECTI ON 01 22 00 Page 3

1. 5. 1 Fabr i c Geot ext i l e Type I V f or Pi pe

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

1. 5. 2 Concr et e- Cl ass A

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 12" Sewer Pi pe

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

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

1. 5. 4 Dr op Box I nl et Type 13

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

1. 5. 4. 3 Uni t of Measur e

1. 6 BRI DGE

1. 6. 1 Demol i t i on Br i dge ( St r uct ur e Removed)

1. 6. 1. 1 Payment

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

1. 6. 2 1" Pr ef or med Expansi on Joi nt Fi l l er

1. 6. 2. 1 Payment

1. 6. 2. 2 Measur ement

1. 6. 2. 3 Uni t of Measur e

1. 6. 3 2" Pr ef or med Expansi on Joi nt Fi l l er

1. 6. 3. 1 Payment

1. 6. 3. 2 Measur ement

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

1. 6. 4 St eel Rei nf or cement - Epoxy Coat ed

1. 6. 4. 1 Payment

1. 6. 4. 2 Measur ement

1. 6. 4. 3 Uni t of Measur e

1. 6. 5 Concr et e - 4000 psi , Abut ment Foot i ng

1. 6. 5. 1 Payment

1. 6. 5. 2 Measur ement

1. 6. 5. 3 Uni t of Measur e

1. 6. 6 Concr et e - 4000 psi , Abut ment Above Foot i ng

1. 6. 6. 1 Payment

1. 6. 6. 2 Measur ement

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

1. 6. 7 Concr et e - 4500 psi , Par apet

1. 6. 7. 1 Payment

1. 6. 7. 2 Measur ement

1. 6. 7. 3 Uni t of Measur e

1. 6. 8 Concr et e - 4500 psi , Br i dge Deck

1. 6. 8. 1 Payment

1. 6. 8. 2 Measur ement

1. 6. 8. 3 Uni t of Measur e

1. 6. 9 Concr et e - 4500 psi , Appr oach Sl ab

1. 6. 9. 1 Payment

1. 6. 9. 2 Measur ement

1. 6. 9. 3 Uni t of Measur e

1. 6. 10 Pr ecast PC Box Beam CB27- 36

1. 6. 10. 1 Payment

1. 6. 10. 2 Measur ement

1. 6. 10. 3 Uni t of Measur e

1. 6. 11 Bear i ng Pads - Expansi on

1. 6. 11. 1 Payment

1. 6. 11. 2 Measur ement

SECTI ON 01 22 00 Page 4

1. 6. 11. 3 Uni t of Measur e

1. 6. 12 Pedest r i an Rai l i ng

1. 6. 12. 1 Payment

1. 6. 12. 2 Measur ement

1. 6. 12. 3 Uni t of Measur e

1. 6. 13 Joi nt Seal i ng

1. 6. 13. 1 Payment

1. 6. 13. 2 Measur ement

1. 6. 13. 3 Uni t of Measur e

1. 6. 14 Concr et e Seal i ng ( Epoxy- Ur et hane)

1. 6. 14. 1 Payment

1. 6. 14. 2 Measur ement

1. 6. 14. 3 Uni t of Measur e

1. 6. 15 Embankment

1. 6. 15. 1 Payment

1. 6. 15. 2 Measur ement

1. 6. 15. 3 Uni t of Measur e

1. 6. 16 Excavat i on

1. 6. 16. 1 Payment

1. 6. 16. 2 Measur ement

1. 6. 16. 3 Uni t of Measur e

1. 6. 17 Excavat i on - Uncl assi f i ed

1. 6. 17. 1 Payment

1. 6. 17. 2 Uni t of Measur e

1. 6. 18 St r uct ur e Gr anul ar Backf i l l

1. 6. 18. 1 Payment

1. 6. 18. 2 Measur ement

1. 6. 18. 3 Uni t of Measur e

1. 6. 19 Cof f er dam

1. 6. 19. 1 Payment

1. 6. 19. 2 Uni t of Measur e

1. 6. 20 Pr ebor ed Hol es

1. 6. 20. 1 Payment

1. 6. 20. 2 Measur ement

1. 6. 20. 3 Uni t of Measur e

1. 6. 21 Pi l es - St eel HP 12X53

1. 6. 21. 1 Payment

1. 6. 21. 2 Measur ement

1. 6. 21. 3 Uni t of Measur e

1. 6. 22 Pi l e Equi pment Mobi l i zat i on

1. 6. 22. 1 Payment

1. 6. 22. 2 Uni t of Measur e

1. 6. 23 6" Per f or at ed Cor r ugat ed Pl ast i c Pi pe

1. 6. 23. 1 Payment

1. 6. 23. 2 Measur ement

1. 6. 23. 3 Uni t of Measur e

1. 6. 24 6" Non- per f or at ed Cor r ugat ed Pl ast i c Pi pe

1. 6. 24. 1 Payment

1. 6. 24. 2 Measur ement

1. 6. 24. 3 Uni t of Measur e

1. 7 PAVEMENT

1. 7. 1 DGA Base

1. 7. 1. 1 Payment

1. 7. 1. 2 Measur ement

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

1. 7. 2 Level i ng and Wedgi ng PG 64- 22

1. 7. 2. 1 Payment

1. 7. 2. 2 Measur ement

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

SECTI ON 01 22 00 Page 5

1. 7. 3 CL2 Asphal t Base 1. 00D PG 64- 22

1. 7. 3. 1 Payment

1. 7. 3. 2 Measur ement

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

1. 7. 4 CL2 Asphal t Sur f ace 0. 38D PG 64- 22

1. 7. 4. 1 Payment

1. 7. 4. 2 Measur ement

1. 7. 4. 3 Uni t of Measur e

1. 7. 5 Aggr egat e f or Ri ver Road Shoul der

1. 7. 5. 1 Payment

1. 7. 5. 2 Measur ement

1. 7. 5. 3 Uni t of Measur e

1. 7. 6 Gr ade and Compact Exi st i ng Unpaved Ri ver Road Base

1. 7. 6. 1 Payment

1. 7. 6. 2 Uni t of Measur e

1. 7. 7 Bi t umi nous Tack Coat

1. 7. 7. 1 Payment

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

1. 7. 8 Bi t umi nous Pr i me Coat

1. 7. 8. 1 Payment

1. 7. 8. 2 Uni t of Measur e

1. 8 BUI LDI NG DEMOLI TI ON

1. 8. 1 Asbest os Abat ement

1. 8. 1. 1 Payment

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

1. 8. 2 Bui l di ng Demol i t i on

1. 8. 2. 1 Payment

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

PART 2 PRODUCTS

PART 3 EXECUTI ON

3. 1 CONTRACT COST BREAKDOWN

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

SECTI ON 01 22 00 Page 6

SECTI ON 01 22 00

PRI CE AND PAYMENT PROCEDURES

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.

ASTM I NTERNATI ONAL ( ASTM)

ASTM A615/ A615M ( 2016) St andar d Speci f i cat i on f or Def or med and Pl ai n Car bon- St eel Bar s f or Concr et e Reinforcement

ASTM C127 ( 2015) St andar d Test Met hod f or Densi t y, Rel at i ve Densi t y ( Speci f i c Gr avi t y) , and Absor pt i on of Coar se Aggr egat e

ASTM C128 ( 2015) St andar d Test Met hod f or Densi t y, Rel at i ve Densi t y ( Speci f i c Gr avi t y) , and Absor pt i on of Fi ne Aggr egat e

1. 2 SUBMITTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 03 Pr oduct Dat a

Wei ght Cer t i f i cat es

1. 3 PAYMENT I TEMS

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

SECTI ON 01 22 00 Page 7

1. 4 GENERAL

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on

1. 4. 1. 1 Payment

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

MOBI LI ZATI ON AND DEMOBI LI ZATI ON.

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

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

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

Uni t of measur e: Job.

1. 4. 2 Per f or mance and Payment Bonds

1. 4. 2. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h per f or mance and payment bonds. I n accor dance wi t h Cont r act Cl ause 52. 232- 5 PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS, t he pr emi ums f or per f or mance and payment bonds shal l be i ncl uded i n t he cont r act pr i ce. Payment f or t he pr emi ums f or per f or mance and payment bonds wi l l be made at t he cont r act pr i ce per Job f or " Per f or mance & Payment Bonds. " Payment s made under t hi s pr ovi s i on shal l not exceed t he amount i ncl uded f or " Per f or mance & Payment Bonds, " whi ch payment shal l t ake i nt o consi der at i on any di scount s or r ebat es t o t he Cont r act or f r om t he Sur et y. The Cont r act or i s advi sed t hat t he pay i t em " Per f or mance & Payment Bonds" i s onl y f or t he cost of bonds.

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

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

Uni t of measur e: Job.

1. 4. 3 W Val ve Cut - i n 8 i nch

1. 4. 3. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h W Val ve Cut - i n 8 i nch as speci f i ed i n Sect i on 33 11 00 WATER DI STRI BUTI ON and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per each ( EA) f or " W Val ve Cut - i n 8 i nch" .

1. 4. 3. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of sat i sf act or i l y per f or med W Val ve Cut - i n 8 i nch.

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

Uni t of measur e: Each ( EA) .

SECTI ON 01 22 00 Page 8

1. 4. 4 Demol i t i on Gener al ( Pi pe, I nl et , Cur b, Pavement )

1. 4. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h gener al demol i t i on oper at i ons ( excl udi ng exi st i ng br i dge) as speci f i ed i n Sect i on 02 41 00 DEMOLI TI ON. Payment f or demol i t i on wi l l be made at t he cont r act pr i ce per Job f or " Demol i t i on Gener al " .

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

Uni t of measur e: Job.

1. 4. 5 Cl ear i ng and Gr ubbi ng

1. 4. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h c l ear i ng and gr ubbi ng oper at i ons as speci f i ed and shown i n t he dr awi ngs. Payment f or c l ear i ng and gr ubbi ng wi l l be made at t he cont r act pr i ce per Job f or " Cl ear i ng & Grubbing".

1. 4. 5. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 4. 6 Bar r i cade Type 3

1. 4. 6. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng Bar r i cade Type 3 as speci f i ed i n Sect i on 10 14 53 TRAFFI C SI GNAGE and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per each ( EA) f or " Bar r i cade Type 3" .

1. 4. 6. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of sat i sf act or i l y pr ovi ded Bar r i cade Type 3.

1. 4. 6. 3 Uni t of Measur e

Uni t of measur e: Each ( EA) .

1. 4. 7 Tempor ar y Si gns

1. 4. 7. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng Tempor ar y Si gns as speci f i ed i n Sect i on 10 14 53 TRAFFI C SI GNAGE and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per squar e f eet ( SF) f or " Tempor ar y Si gns" .

1. 4. 7. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of ar ea of sat i sf act or i l y pr ovi ded Tempor ar y Si gns.

SECTI ON 01 22 00 Page 9

1. 4. 7. 3 Uni t of Measur e

Uni t of measur e: Squar e Feet ( SF) .

1. 4. 8 Mai nt ai n and Cont r ol Tr af f i c

1. 4. 8. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Mai nt ai ni ng and Cont r ol l i ng Tr af f i c as speci f i ed and shown i n t he dr awi ngs. Payment f or mai nt ai ni ng and cont r ol l i ng t r af f i c wi l l be made at t he cont r act pr i ce per Job f or " Mai nt ai n and Cont r ol Tr af f i c" .

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

Uni t of measur e: Job.

1. 4. 9 SBM Al umi num Panel Si gns

1. 4. 9. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng SBM Al umi num Panel Si gns as speci f i ed i n Sect i on 10 14 53 TRAFFI C SI GNAGE and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per squar e f eet ( SF) f or " SBM Al umi num Panel Si gns" .

1. 4. 9. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of ar ea of sat i sf act or i l y pr ovi ded SBM Al umi num Panel Si gns.

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

Uni t of measur e: Squar e Feet ( SF) .

1. 4. 10 Remove and Rel ocat e Si gn Assembl y

1. 4. 10. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h r emovi ng and r el ocat i ng s i gn assembl y as speci f i ed i n Sect i on 10 14 53 TRAFFI C SI GNAGE and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per each ( EA) f or " Remove and Rel ocat e Si gn Assembl y" .

1. 4. 10. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of sat i sf act or i l y r emoved and r el ocat ed si gn assembl i es.

1. 4. 10. 3 Uni t of Measur e

Uni t of measur e: Each ( EA) .

1. 4. 11 Roadway Excavat i on

1. 4. 11. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Roadway Excavat i on, as speci f i ed i n Sect i on 31 23 00 EXCAVATI ON AND FI LL, whi ch i ncl udes

SECTI ON 01 22 00 Page 10 per f or mi ng r equi r ed excavat i on and ot her oper at i ons i nci dent al t her et o, Cont r act or - f ur ni shed di sposal ar ea( s) and di sposi t i on of excess excavat ed mat er i al and unsui t abl e and f r ozen mat er i al s.

1. 4. 11. 2 Measurement

The t ot al quant i t y of r oadway excavat i on mat er i al , f or whi ch payment wi l l be made, wi l l be t he t heor et i cal quant i t y bet ween t he gr ound sur f ace as det er mi ned by a sur vey and t he gr ade and sl ope of t he t heor et i cal cr oss sect i ons i ndi cat ed. No al l owance wi l l be made f or over dept h excavat i on or f or t he r emoval of any mat er i al out s i de t he r equi r ed sl ope l i nes unl ess authorized.

1. 4. 11. 3 Uni t of Measur e

Uni t of measur e: Cubi c yar d ( CY) .

1. 4. 12 Speci al Excavat i on

1. 4. 12. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Speci al Excavat i on, as speci f i ed i n Sect i on 31 23 00 EXCAVATI ON AND FI LL, whi ch i ncl udes per f or mi ng r equi r ed excavat i on and ot her oper at i ons i nci dent al t her et o, Cont r act or - f ur ni shed di sposal ar ea( s) and di sposi t i on of excess excavat ed mat er i al and unsui t abl e and f r ozen mat er i al s.

1. 4. 12. 2 Measurement

The t ot al quant i t y of speci al excavat i on mat er i al , f or whi ch payment wi l l be made, wi l l be t he t heor et i cal quant i t y bet ween t he gr ound sur f ace as det er mi ned by a sur vey and t he gr ade and sl ope of t he t heor et i cal cr oss sect i ons i ndi cat ed. No al l owance wi l l be made f or over dept h excavat i on or f or t he r emoval of any mat er i al out s i de t he r equi r ed sl ope l i nes unl ess authorized.

1. 4. 12. 3 Uni t of Measur e

Uni t of measur e: Cubi c yar d ( CY) .

1. 4. 13 Embankment i n Pl ace

1. 4. 13. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Embankment i n Pl ace, as speci f i ed i n Sect i on 31 23 00 EXCAVATI ON AND FI LL, whi ch i ncl udes per f or mi ng r equi r ed embankment f i l l and ot her oper at i ons i nci dent al thereto.

1. 4. 13. 2 Measurement

The t ot al quant i t y of speci al excavat i on mat er i al , f or whi ch payment wi l l be made, wi l l be t he t heor et i cal quant i t y bet ween t he i ni t i al gr ade sur f ace as det er mi ned by a sur vey and t he f i nal gr ade and sl ope of t he t heor et i cal cr oss sect i ons i ndi cat ed.

1. 4. 13. 3 Uni t of Measur e

Uni t of measur e: Cubi c yar d ( CY) .

SECTI ON 01 22 00 Page 11

1. 4. 14 Tempor ar y Di t ch

1. 4. 14. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h const r uct i on of t empor ar y di t ches as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL.

Payment f or t empor ar y di t ches wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Tempor ar y Di t ch" .

1. 4. 14. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he l i near f oot of sat i sf act or i l y i nst al l ed t empor ar y di t ches.

Measur e t empor ar y di t ch i ncl udi ng cl ear i ng, excavat i on, backf i l l , and seedi ng t o r et ur n t o or i gi nal condi t i on on a l i near f oot basi s.

Mai nt enance of t empor ar y di t ches i ncl udi ng cl eanout and any er osi on cont r ol necessar y shal l al so be measur ed on a l i near f oot basi s.

1. 4. 14. 3 Uni t of Measur e

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

1. 4. 15 Cl ean Tempor ar y Di t ch

1. 4. 15. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h c l eani ng t he t empor ar y di t ches as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL.

Payment f or c l eani ng t empor ar y di t ches wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Cl ean Tempor ar y Di t ch" .

1. 4. 15. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he l i near f eet of sat i sf act or i l y c l eaned t empor ar y di t ches.

1. 4. 15. 3 Uni t of Measur e

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

1. 4. 16 Tempor ar y Si l t Fence

1. 4. 16. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h const r uct i on of Tempor ar y Si l t Fences as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL. Payment f or Tempor ar y Si l t Fences wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Tempor ar y Si l t Fence" .

1. 4. 16. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he l i near f oot of sat i sf act or i l y i nst al l ed Tempor ar y Si l t Fences.

1. 4. 16. 3 Uni t of Measur e

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

SECTI ON 01 22 00 Page 12

1. 4. 17 Si l t Tr ap Type B

1. 4. 17. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Si l t Tr ap Type B as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per each ( EA) f or " Si l t Tr ap Type B" .

1. 4. 17. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of sat i sf act or i l y pr ovi ded Si l t Tr ap Type B. Measur ement of s i l t t r aps shal l be on an each basi s. Const r uct s i l t t r aps i n r oadway di t ches or excavat ed channel s. Use Type I I geot ext i l e f abr i c; c l ean No. 2 aggr egat e or shot r ock of s i mi l ar s i ze, qual i t y, and gr adat i on appr oved by t he Gover nment ; and cr ushed aggr egat e. Const r uct accor di ng t o t he Pl ans and KYTC St andar d Dr awi ngs.

1. 4. 17. 3 Uni t of Measur e

Uni t of measur e: Each ( EA) .

1. 4. 18 Si l t Tr ap Type C

1. 4. 18. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Si l t Tr ap Type C as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per each ( EA) f or " Si l t Tr ap Type C" .

1. 4. 18. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of sat i sf act or i l y pr ovi ded Si l t Tr ap Type C. Measur ement of s i l t t r aps shal l be on an each basi s. Const r uct s i l t t r aps i n r oadway di t ches or excavat ed channel s. Use Type I I geot ext i l e f abr i c; c l ean No. 2 aggr egat e or shot r ock of s i mi l ar s i ze, qual i t y, and gr adat i on appr oved by t he Gover nment ; and cr ushed aggr egat e. Const r uct accor di ng t o t he Pl ans and KYTC St andar d Dr awi ngs.

1. 4. 18. 3 Uni t of Measur e

Uni t of measur e: Each ( EA) .

1. 4. 19 Cl ean Si l t Tr ap Type B

1. 4. 19. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Cl eani ng Si l t Tr ap Type B as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per each ( EA) f or " Cl ean Si l t Tr ap Type B" .

1. 4. 19. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of sat i sf act or i l y c l eaned Si l t Tr ap Type B.

SECTI ON 01 22 00 Page 13

1. 4. 19. 3 Uni t of Measur e

Uni t of measur e: Each ( EA) .

1. 4. 20 Er osi on Cont r ol Bl anket

1. 4. 20. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng Er osi on Cont r ol Bl anket s as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per squar e yar d ( SY) f or " Er osi on Cont r ol Bl anket " .

1. 4. 20. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of ar ea of sat i sf act or i l y pr ovi ded Er osi on Cont r ol Bl anket s. No measur ement f or payment wi l l be made f or f i ne gr adi ng, t r enchi ng or ot her mi scel l aneous mat er i al s necessar y f or pl acement of t he er osi on cont r ol bl anket s.

1. 4. 20. 3 Uni t of Measur e

Uni t of measur e: Squar e Yar d ( SY) .

1. 4. 21 Tempor ar y Mul ch

1. 4. 21. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng Tempor ar y Mul ch as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per squar e yar d ( SY) f or " Tempor ar y Mul ch" .

1. 4. 21. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of ar ea of sat i sf act or i l y pr ovi ded Tempor ar y Mul ch. No measur ement f or payment wi l l be made f or bi nder , dye or ot her mi scel l aneous mat er i al s or equi pment necessar y f or pl acement of t he mul ch.

1. 4. 21. 3 Uni t of Measur e

Uni t of measur e: Squar e Yar d ( SY) .

1. 4. 22 Agr i cul t ur al Li mest one

1. 4. 22. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h f ur ni shi ng, t r anspor t i ng, st ockpi l i ng ( i f appl i cabl e) , and pl aci ng Agr i cul t ur al Li mest one, as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs.

1. 4. 22. 2 Measurement

Measur e Agr i cul t ur al Li mest one f or payment by t he t on ( 2, 000 pounds) by wei ghi ng each t r uckl oad t o t he near est 0. 1 t on, and t he f i nal quant i t y of each t r uckl oad i s r ounded t o t he near est whol e t on. Wei gh f or payment on appr oved scal es bef or e bei ng pl aced i n t he wor k. Quar r y wei ght s wi l l not

SECTI ON 01 22 00 Page 14 be accept ed. Use scal es of suf f i c i ent l engt h t o per mi t s i mul t aneous wei ghi ng al l axl e l oads. Scal es must be i nspect ed, t est ed and seal ed as di r ect ed t o assur e accur acy wi t h 0. 5 per cent t hr oughout t he r ange of t he scal es. Cer t i f y scal es l ocat ed at t he s i t e of t he wor k as t o accur acy by an accept abl e scal es company r epr esent at i ve pr i or t o wei ghi ng any mat er i al . Scal es wi l l be checked and cer t i f i ed bef or e haul i ng and r echecked and r ecer t i f i ed whenever a var i ance i s suspect ed. Fur ni sh t he scal es. I f commer ci al scal es ar e r eadi l y avai l abl e i n c l ose pr oxi mi t y, 10 mi l es of s i t e of wor k, t he Cont r act i ng Of f i cer may appr ove t he use of t he scal es. Wei gh mat er i al i n t he pr esence of t he Gover nment r epr esent at i ve.

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

1. 4. 22. 3 Uni t of Measur e

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

1. 4. 23 Er osi on Cont r ol

1. 4. 23. 1 Payment

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

1. 4. 23. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 4. 24 Ar t i cul at ed Concr et e Bl ock Syst em

1. 4. 24. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ovi di ng Ar t i cul at ed Concr et e Bl ock Syst em as speci f i ed i n Sect i on 31 32 11 SOI L SURFACE EROSI ON CONTROL and as shown i n t he dr awi ngs. Payment wi l l be made at t he cont r act uni t pr i ce per squar e f oot ( SF) f or " Ar t i cul at ed Concr et e Bl ock System".

1. 4. 24. 2 Measurement

Measur ement f or payment wi l l be made by t he quant i t y of ar ea of sat i sf act or i l y pr ovi ded Ar t i cul at ed Concr et e Bl ock Syst em. keyi ng ef f or t s wi l l be consi der ed i nci dent al t o ACB pl acement and wi l l not be count ed t owar d t he t ot al sf quant i t y. No measur ement f or payment wi l l be made f or f i ne gr adi ng, t r enchi ng, geot ext i l e, seams, gr out , r ock, t opsoi l or ot her mi scel l aneous mat er i al s necessar y f or pl acement of t he ar t i cul at i ng cel l ul ar concr et e bl ock syst em.

1. 4. 24. 3 Uni t of Measur e

Uni t of measur e: Squar e Foot ( SF) .

1. 4. 25 Asphal t Pavement Mi l l i ng & Text ur i ng

1. 4. 25. 1 Payment

Payment f or asphal t pavement mi l l i ng & t ext ur i ng wi l l be made at t he

SECTI ON 01 22 00 Page 15 cont r act uni t pr i ce per t on ( TON) f or " Asphal t Pavement Mi l l i ng & Text ur i ng" . Payment wi l l i ncl ude al l cost s r el at ed t o t he wor k necessar y t o mi l l and t ext ur e asphal t pavement as r equi r ed. No payment wi l l be made f or mi l l i ng out si de t he speci f i ed ar ea of wor k.

1. 4. 25. 2 Measurement

Measur ement wi l l be made by t he t on ( 2, 000 pounds) of accept abl y mi l l ed & t ext ur ed asphal t pavement , as descr i bed i n Sect i on 32 01 16. 17 COLD MI LLI NG OF BI TUMI NOUS PAVEMENTS. The quant i t y of mi l l ed pavement wi l l be t he number of t ons compl et ed and accept ed as det er mi ned by t he Cont r act i ng Of f i cer . Det er mi ne t he number of t ons of mi l l ed pavement by measur i ng t he l engt h, dept h, and wi dt h of t he mi l l ed sur f ace wi t hi n t he speci f i ed wor k ar ea and mul t i pl y i ng by t he aver age uni t densi t y. Measur ement t o det er mi ne t he ar ea shal l be t o t he c l osest i nch f or wi dt h t he c l osest f oot f or l engt h and cl osest 1/ 4 i nch f or dept h.

1. 4. 25. 3 Uni t of Measur e

Uni t of measur e: Ton ( TON) .

1. 4. 26 St andar d Cur b and Gut t er

1. 4. 26. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h const r uct i on of st andar d cur b and gut t er s as speci f i ed i n Sect i on 32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS. Payment f or st andar d cur b and gut t er s wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " St andar d Cur b and Gutter".

1. 4. 26. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he l i near f oot of sat i sf act or i l y i nst al l ed st andar d cur b and gut t er s.

1. 4. 26. 3 Uni t of Measur e

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

1. 4. 27 Si dewal k - 4 i n. Concr et e

1. 4. 27. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h const r uct i on of 4 i nch concr et e s i dewal ks as speci f i ed i n Sect i on 32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS and shown i n t he dr awi ngs. Payment f or 4 i nch concr et e s i dewal ks wi l l be made at t he cont r act pr i ce per squar e yar d f or " Si dewal k

- 4 i n. Concr et e" .

1. 4. 27. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he squar e yar d of sat i sf act or i l y i nst al l ed 4 i nch concr et e s i dewal k.

1. 4. 27. 3 Uni t of Measur e

Uni t of measur e: Squar e Yar d ( SY) .

SECTI ON 01 22 00 Page 16

1. 4. 28 Pave. St r i pi ng Ther mo - 4i n Y

1. 4. 28. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pavement st r i pi ng as speci f i ed i n Sect i on 32 17 23 PAVEMENT MARKI NGS and shown i n t he dr awi ngs. Payment f or st r i pi ng wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Pave. St r i pi ng Ther mo - 4i n Y" .

1. 4. 28. 2 Measurement

Thi s i t em shal l be measur ed f or payment by t he l i near f oot of sat i sf act or i l y appl i ed st r i pi ng.

1. 4. 28. 3 Uni t of Measur e

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

1. 4. 29 Pave. Mar ki ng Ther mo X- Wal k - 6i n

1. 4. 29. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Pavement Mar ki ng Ther mo X- Wal k - 6i n, as speci f i ed i n Sect i on 32 17 23 PAVEMENT MARKI NGS and shown i n t he dr awi ngs. Payment f or t hi s mar ki ng wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Pave. Mar ki ng Ther mo X- Wal k - 6i n" .

1. 4. 29. 2 Measurement

Thi…