sow road construction 022610 (2)

7/26/2019 Sow Road Construction 022610 (2)

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STATEMENT OF WORK (SOW)AND TECHNICAL SPECIFICATONS

FOR

CONSTRUCTION OF A length KM ROAD

AT

unit loction

!gA""!o#l

(NOTE TO THE WRITER$ TAILOR THIS SOW TO %OUR LOCATION AND THE

UNI&UE RE&UIREMENTS AND &UANTITIES FOR %OUR WORKLOAD

ESTIMATES' RA% HIHLIHTS INDICATE WHERE %OUR INPUT IS RE&UIRED'

WHEN TAILORED SOW IS COMPLETE DELETE ALL RED NOTATIONS')


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Dte

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TA*LE OF CONTENTS

SECTION PAE

+' DESCRIPTION OF SER,ICES -

.' ENERAL INFORMATION +.

-' SER,ICE SUMMAR% +/

0' O,ERNMENT FURNISHED PROPERT% AND SER,ICE .+

1' APPENDICES(AS APPLICA*LE) ..

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Stte2ent o3 Wo!4 n5 Technicl S"eci3iction6Fo!

Con6t!uction o3 length KM Ro5

+ DESCRIPTION OF SER,ICES$ Provide all necessary labor, equipment andmaterials to construct (pave) a length KM road from location (!rid "oord #tart$coordinates ) to location 2, (!rid "oord %nd$ coordinates 2)& (#ee 'ppendi for a map of the course)& he road *ill be a *idth meter *ide road*ayconstructed using an asphalt (or enter other)surface& he road *ill have numberof lanes separate lanes of traffic& he standard paved surface is sub+*idth meter(s) *ide *ith a sub+*idth 2 meter shoulder on each side&

+'+ Pe!io5 O3 Pe!3o!2nce$Performance period for this contract *ill be nomore than number days from the date of a*ard, and *ill run continuously fornumber months *ith the provision for number etension(s) of this contract foran additional number month period&

+'. Plce O3 Pe!3o!2nce$ placePerf

+'- S"eci3ic Re7ui!e2ent6$ he contractor shall perform the follo*ing tass$('dd, remove and edit as needed&)

+'-'+ !rade and *iden eisting surface do*n to acceptable soils for sub+grade asdescribed belo* and in section vie* of plans (if section vie* eists), or to a depthacceptable for emplaced sub+grade&

+'-'.'long rural sections of road, construct ditches m *ide and m belo* shoulders&

+'-'- Cul#e!t P!otection In6tlltion$ -esign a culvert protection system to fit eachindividual culvert to prevent unauthori.ed access, *hich does not disturb the naturalflo* of *aters through the culvert& -esign must be approved by Provincial/econstruction eam (P/) %ngineer (or enter other responsible party)& 0nstall culvertprotection system along sections of road starting at (coordinates ) and ending at(coordinates 2)&

+'-'0 1efore and after installation, clean the culvert of all debris and ecess sediment&hen completed, the *ater shall be allo*ed to flo* freely and not create a situationthat *ould allo* for standing *ater&

+'-'1 0f partial demolition of the eisting road or culvert site is required to install theprotective system, the contractor must restore the road and site environment tooriginal state and clear all construction debris&

+'-'8 "ulverts shall have a maring system installed *hich *ill be defined by theappointed P/ engineer (or enter other responsible party)or representative&

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+'-'9'fter installation, the contractor *ill provide the appointed P/ engineer (or enterother responsible party)or representative a list of culvert locations, si.e and shape ofculvert, and type of protection system installed&

+'-'/ %nsure sub+grade is acceptable soil that is unacceptable must be removed and

replaced *ith select fill to a depth of at least 36 cm (or enter other depth)&+'-': %mplace and compact sub+base course at a depth of 5 cm (or enter other depth)&

+'-'+; 0nstall prime coat applied at a rate of 6&45 7 &25 liters per square meter (or enterother figure)

+'-'++ %mplace and compact aggregate base course at a depth of 5 cm (or enter otherdepth)&

+'-'+. 0nstall tac coat applied at a rate of 6&45 7 &25 liters per square meter (or enterother rate)

+'-'+-'pply and compact asphalt surface to the aggregate base&

+'-'+0'll required soil testing and surveying for pavement and road design&

+'-'+1 Conc!ete$ Miture shall consist of seven sacs per cubic meter (or enter otherfigure)& %ach sac is 48 g (or enter other figure)of Portland cement& he mi ratioshall be $2$4 (Portland cement$ sand$ crushed angular aggregate (2&5 mm ma)) (orenter other ratio)&9or load bearing spans, the ratio is $&5$3 (or enter other ratio)& :omiing *ill be done on the ground& 'll mies shall be done in a motori.ed mier toobtain uniformity& /efer to the dra*ings and details for eact dimensions andspecifications& (:o %lephant brand cement)

+'-'+8'ny quantities provided are for bidding purposes only& "ontractors are responsiblefor verifying quantities and locations of *or prior to bidding or being a*arded thecontract&

+'0 Engineer Materials Technical Specifcations$ 'll materials used inthis pro;ect shall meet the requirements of the P/ %ngineer (or enter otherresponsible party)and shall not be recycled, previously used, nor repaired&

+'1 ene!l De6ign Re7ui!e2ent6$

+'1'+ /oad alignment and profile shall be determined by "ontractor& he "ontractor shalldesign the road*ay *ith good drainage and erosion protection& "ontractor shallstraighten road alignment as much as possible& -rainage ditching is required on bothsides of the road and ditches shall terminate in areas *here *ater can drain a*ayfrom road structure&


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+'1'. 0f the road crosses drainage areas or *adis (valleys), portions of the road thatfollo* a riverbed or *adi shall be realigned and constructed out of the riverbed or *adiat an elevation greater than the anticipated *ater level& 1ridges, culverts, gabioncrossings, concrete *adi crossings or other related structures shall be constructed asrequired over rivers, crees, cause*ays and *adis that contain *ater and deep

drainages that fill *ith *ater during storm events&

+'1'- Mountainous sections of road, *hich have steeper and longer grades, may requiresignificant blasting, ecavation, drainage and slope protection& #houlders inmountainous areas should be 6&5m *ide, per the Ministry of /ural /ehabilitation and-evelopment (M//-) and Ministry of Public ors (MP) standards (or enter other*idth and standards)&

+'1'0 he road shall be built up above eisting grade for storm *ater protection& Poorsub+grade material shall be removed and replaced *ith clean, compactable, gravel&Portions of the road that follo* a riverbed or *adi shall be realigned and constructed atan elevation greater than the anticipated *ater level&

+'1'1 #peed bumps shall be designed and installed approaching highly populated areas*here the local population and businesses are located immediately ad;acent to theroad& #peed bumps shall also be installed on the approach to police and 'fghan:ational 'rmy (':') (or enter other entity)checpoints& #peed bumps on paved roadsshall be mared *ith high visibility traffic paint&

+'1'8 Su


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should contain less than 36C retained on the 8 mm (34 inch) sieve&'merican 'ssociation of #tate


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cutbacs such as /"+=6 and /"+256 (or enter other cutbacs)& reatment should beapplied at a rate of 6&45 7 &25 liters per square meter (or enter other rate)&

+'1': Agg!egte *6e Cou!6e$ #hall consist of crushed stone containing angularshapes and surfaces *ith no rounded surfaces& he follo*ing types of rocs are

acceptable crushed stone$ granite and similar phanerocrystalline igneous rocs,limestone, dolomite (IC magnesium oide (MgD), sandstone, or metamorphicquart.ite, or similar rocs (or enter other roc types)& ?imestone shall be a carbonateroc containing less than C magnesium oide (MgD) (or enter other C)& 'llaggregates shall contain less than 5C of shale, clay lumps, coal, lignite, soft orunfragmented stone, or other deleterious materials (or enter other C)&

+'1':'+'cceptable gradations are as indicated in the table belo*& ('dd, remove and editas needed&)

Re3e!ence6 @nited 9acilities "riteria (@9") 3+256+63 >#tandard Practice Manual for9leible PavementsB and @9!# 62=64, >'ggregate andor graded+

crushed aggregate base courseB (#upersedes @9!#+62=22')Sou!ceAcce"tnceTe6t6

#ieve 'nalysis (including 6&62 mm :o& A35 si.e material)&

?iquid limit and plasticity inde&

Moisture+density relationship&

ear&

#oundness&

eight per cubic meter foot of #lag&

In=Plce Te6t6 -ensity tests shall be performed on every lift of material placedand at a frequency of one set of tests for every 256 square meters, orportion thereof, of completed area& #ieve 'nalysis (including 6&62 mm :o& A35 si.e material) shall be

performed for every 56 metric tons of material placed& ?iquid limit and plasticity inde tests shall be performed at the

same frequency as the sieve analysis&Wethe! :o construction *hen near or belo* free.ing&Co!6eAgg!egte

'ggregate 1ase "ourse ('1") coarse aggregate shall not sho* morethan 56 percent loss *hen sub;ected to the ?os 'ngeles abrasion testin accordance *ith '#M "3& he amount of flat and elongatedparticles shall not eceed 36 percent& ' flat particle is one having aratio of *idth to thicness greater than 3 an elongated particle is onehaving a ratio of length to *idth greater than 3& 0n the portion retainedon each sieve specified, the crushed aggregates shall contain at least56 percent by *eight of crushed pieces having t*o or more freshly

fractured faces *ith the area of each face being at least equal to =5percent of the smallest mid+sectional area of the piece& hen t*ofractures are contiguous, the angle bet*een planes of the fracturesmust be at least 36 degrees in order to count as t*o fractured faces&"rushed gravel shall be manufactured from gravel particles 56 percentof *hich, by *eight, are retained on the maimum si.e sieve listed inthis table&

Fine he portion of any component or of the completed course passing the

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Agg!egte 6&425 mm :o& 46 sieve shall be either non+plastic or have a liquid limitnot greater than 25 and a plasticity inde not greater than 5&

*len5ing he coarse and fine aggregates shall be mied in a stationary plant, orin a traveling plant or bucet loader on an approved paved *oringarea& Maimum lift is 56 mm&

Co2"ction "ompaction shall continue until each layer has a degree of compaction

that is at least 66 percent of laboratory maimum density through thefull depth of the layer&

Thic4ne66Re7ui!e2ent6

he total compacted thicness of the base course shall be *ithin 3mm (2 inch) of the thicness indicated& 'verage ;ob thicness shallbe the average of all thicness measurements taen for the ;ob, butshall be *ithin A mm 4 inch of the thicness indicated& he totalthicness of the base course shall be measured at intervals in such amanner as to ensure one measurement for each 566 square metersyards of base course& Measurements shall be made in =5 mm 3 inchdiameter test holes penetrating the base course&

Fini6hing !rade and smoothness requirements& Maintain 7 limited traffic 7 nosurface rutting&

+'1':'.'ccepted !radations for 'ggregate 1ase "ourse$ (@se table if applicable& #ourceinformation for this data is not available&)

+'1'+; Agg!egte *6e P!e"!tion$ he base should be *ell+graded, shaped to the

desired cross+section (as specified by the typical cross+section plans), compacted tothe specified density, *ell+drained, free from ecessive moisture but not completelydry, and s*ept clean& 'pply the tac coat *hen the base is almost dry so that it *illabsorb the prime material&

+'1'++ Tc4 Cot$ #hall be a cutbac asphalt, grades /"+=6 or /"+256 an emulsifiedasphalt, grades M#+, ##+, ##+h, "##+, "##+h or an asphalt cement, grades

'"+2&5, 5, 6, '/+666, 2666, or 4666 applied at a rate of 6&5 to 6&=5 liters per

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square meter (or enter other rate)& he maimum application rate of &=5 liters persquare meter (or enter other rate)should not be eceeded as it may result in ableeding and flushing action and loss of stability& he tac coat should become tacy*ithin a fe* hours& ' tac coat is not required on the primed base unless the primecoat has completely cured and become coated *ith dust&

+'1'+. A""liction Note6 3o! Ro5=Mi> P#e2ent$

+'1'+.'+ *itu2en 3o! Ro5=Mi>$ %nsure the base and sub+grade are *ell prepared andproperly drained& he road mi *ill be laid in t*o lifts, each ranging from 5 m to A cmin compacted depth (or enter other range)& he total thicness of the finishedcompacted road surface *ill be 2 cm (or enter other figure)& /efer to the Mied+in+place road mi ro* belo* in able 2+2 for acceptable grades of asphalt cutbacs&Medium curing (M") cutbac is the most preferable& he mi gradation should be anopen+graded mi& 0t shall contain coarse and fine particles in a continuous gradation&


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+'1'+.'. Agg!egte 3o! Ro5=Mi>$ 'ggregate should be hauled in from a nearby source&-o not scarify the aggregate from the eisting sub+grade or base& able 2+3 belo*sho*s the recommended gradation limits and able 4+3 sho*s the suggestedbituminous material content for each gradation& 'fter blending the aggregate in*indro*s, tae samples for sieve analysis& he gradation of the aggregate might haveto be changed to meet specific field conditions& 'cceptable deviations are+

'ggregate passing the J 4 sieve$ + =C

'ggregate passing the J 36 sieve$ + 5C

'ggregate passing the J266 sieve$ + 2C (or enter other deviations)

(Use table if applicable. Source information for this data is not available.)

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he ideal aggregate *ill be *ell+graded, sandy gravel or clean sand& he maimum si.e of theaggregate is approimately 3 cm or H inch (or enter other si.e)& est for moisture contentbefore miing the aggregate *ith asphalt cutbacs& 0f the aggregate is too *et, use amechanical mier, a grader, or an improvised plo* to allo* the ecess moisture to evaporate&he moisture content of "' should not eceed 3C (or enter other percent)&

+'1'+.'- Mi> P!o"o!tion6$ he percentage of bituminous material sho*n in able 4+3belo* *ill vary in relation to the absorptive quality of the aggregate, the rate of

evaporation of volatile substances, and other factors& ith dense graded aggregates,do not use too much bituminous material& %nsure that all particles of the mi arecoated and uniform in color& 0f the mi is too lean, it *ill stand almost vertical in the*indro* if it is too rich, it readily flo*s bac to its previous shape& 0f the mi iscorrectly proportioned, a handful squee.ed into a ball retains its shape&


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+'1'+.'0 Con6t!uction$ "onstruct the road+mi pavement on a dry base *hen it is notraining and the atmospheric temperature is above 6 degrees "elsius or 56 degrees9& #equences of operations are as follo*s$

0nspect and recondition the base&

Prime the base and allo* the prime to cure&

Place and *indro* the aggregate at the side of the primed base and allo* theaggregate to dry&

#pread the aggregate on the cured, primed base&

#pread the bituminous material on the aggregate in one+third increments&

Mi the bituminous material *ith the aggregate&

1lade and aerate the mi&

#pread the mi to the specified uncompacted thicness&

"ompact the surface&

'pply ac coat&

/epeat aggregate and bituminous mi process for second lift&

'pply seal coat if necessary&

his figure sho*s the typical sequence of operations$


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+'1'+.'1 0f using cutbac asphalt for spraying or miing, heat it to a temperature of E6+266degrees 9 (2=+83 degrees ")& 'pply asphalt emulsions at 56 + 26 degrees 9 (6+56degrees ") and tar at E6+225 degrees 9 (2=+6= degrees ") (or enter othertemperature ranges)&

. ENERAL INFORMATION$

.'+ Stn5!56$

.'+'+ "onstruction shall adhere to the approved design and this #D unless modified in*riting by P/ %ngineer or the Pro;ect Purchasing Dfficer (PPD) (or enter other

responsible party)& he "ontractor *ill not be compensated for any modificationsunless it receives *ritten authori.ation from the P/ %ngineer or the PPD to maesuch modification(s) before performing the *or&

.'+'. he "ontractorLs design and construction must comply *ith technical requirementscontained herein& he "ontractor shall provide design and construction using the bestblend of cost, construction efficiency, system durability, ease of maintenance andenvironmental compatibility&

.'+'- he design and product requirements are minimum requirements& he "ontractormay propose alternate design or products (equipment and material) that are morecommonly used in the region that *ill be equally or more cost effective or allo* formore timely completion, but furnish the same system durability, ease of maintenanceand environmental compatibility& he "ontractor *ill be required to submit informationas requested by the "ontracting Dfficer, Pro;ect %ngineer, or their representative tomae a comparison of the proposed alternate& 'll variations must be approved by the"ontracting Dfficer or their representative in *riting&

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.'+'0 he pro;ect includes furnishing all supervision, management, labor, materials, andequipment& "onstruction equipment shall be in good *oring order and shall beoperated safely at all times&

.'+'1 "ontractorLs design and construction must comply *ith technical requirements

contained herein and any other specifications or dra*ings provided& 0n the event ofconflicting requirements, the most stringent requirement *ill apply, and the "ontractorshall notify the "ontracting Dfficer or their representative of the issue&

.'. Pe!3o!2nce Pe!io5$ @pon receipt of *ritten :otice to Proceed or "ontract '*ard,the "ontractor shall begin *or and complete the entire scope of *or, including finalinspection and pro;ect acceptance *ithin days calendar days& :o deviation from thisschedule shall be permitted ecept as other*ise provided for in this #D& 9ailure tocomplete *or *ithin the scheduled period shall be grounds for damages andortermination for cause as provided for in this #D&

.'- Ti2e E>ten6ion6 Fo! Unu6ull? Se#e!e WetheR$ 0t is the responsibility of the

"ontractor to anticipate the possibility of severe *eather and to plan its *oraccordingly& he parties anticipate that days *or days each month from day monththrough day month *ill be lost due to severe *eather& 0f more than days *or dayseach month are lost due to severe *eather during the period day month through daymonth, the "ontractor shall contact the P/ %ngineer andor the PPD at the end ofeach month and request a day+for+day severe *eather etension of the performanceperiod of this contract& 0f the P/ %ngineer andor the PPD determine that a severe*eather etension should be granted based upon the "ontractors request, they shallissue a *ritten modification to this #D& :o damages shall be assessed against the"ontractor for days of lost *or for *hich a severe *eather etension is granted&

.'0 D2ge6 Fo! Filu!e To Co2"lete Wo!4$ 0f the "ontractor fails to complete the*or *ithin specified performance period, the "ontractor shall pay damages to the!overnment in the amount of Ndollar value (same currency as issued contract) foreach calendar day of delay until the *or is completed and accepted& 0f the!overnment terminates the "ontractors right to proceed for cause before *or iscompleted, damages *ill continue to accrue until the *or is completed& hesedamages are in addition to those provided for under the >ermination for "auseBclause set forth in a subsequent paragraph herein&

.'1 P!o@ecte5 P?2ent Sche5ule$'t a pre+construction conference, the "ontractorshall provide the P/ %ngineer and the PPD *ith the proposed pro;ect start and

completion dates, and the pro;ected dates of completion for each of the specificationslisted in this #D& he P/ %ngineer andor PPD, in con;unction *ith the "ontractor,*ill identify significant milestones from this chart& @nless other*ise agreed upon in*riting, payment to the contractor *ill be made in periodic increments depending uponthe progress of the construction& he "ontractor shall receive payment of percentC ofthe "ontract price upon acceptance of pre+construction submittals, detailed in the tablebelo*$

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in *riting by contract modification or *ritten correspondence from the "ontractingDfficer, P/ %ngineer or the PPD, as applicable&

.'9'- Point6 o3 Contct$ 0ndividual points of contact for this "ontract on behalf of eachof the parties *ill be as follo*s$

"D:/'"0:! :ameD990"%/$ 'ddress

elephone%mail

P/ %:!0:%%/$ :ame'ddresselephone%mail

P/DO%" :ameP@/"


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*arning marers and other devices to prevent in;uries to vehicles, pedestrians, andothers *ho may be on site&

.'+; Ph?6icl Secu!it? At Wo!46ite$

.'+;'+ "ontractor is responsible to provide security protection during construction asrequired to adequately safeguard its employees and equipment& #ecurity may includebut is not limited to fences and private security guards& #ecurity personnel may behired by the contractor to guard materials in storage areas& #ecurity personnel may behired to guard *orforce as they are *oring on the pro;ect& "ontractor shall performbacground checs of the local security personnel hired to ensure they are not a threatto the "oalition 9orces ("9) (eep if applicable)& 'll security personnel *ill be inpossession of a *eapon permit issued by the 'fghan :ational Police or Ministry of0nterior (or enter other authority)& 'll security guards *ill be *earing a uniform *ith*eapon permit clearly visible *henever the *or is in progress on the pro;ect&

.'+;'. #ecurity *ill not be made available *ith the use of @& conventional forces for

this pro;ect& "ontractor must tae into consideration riss associated *ith threatsthroughout the region and develop a security plan detailing ho* security *ill beprovided& "ontractor is encouraged to request support from 'fghan :ational Police inthe region (or enter other authority)& "ontractor assumes all riss associated *ith thepro;ect&

.'+;'- Perimeter security shall prevent unauthori.ed site access and provide safeprotection to the "ontractor *or force and government personnel for the duration ofthe pro;ect& "ompliance *ith security requirements shall not be the basis for failing tocomplete the *or in the required time period& he !overnment assumes no liabilityfor damage to *or in place caused by theft, vandalism, natural phenomena, acts of

*ar or terrorism, or other events& #imilarly, the !overnment assumes no liability forcontractor+o*ned or leased equipment on site, materials on site, and other property ofthe "ontractor or #ubcontractors& he "ontractor shall submit for approval of the PPDat a pre+construction conference its proposed means of providing pro;ect security toprevent unauthori.ed access to equipment, facilities, materials and documents, and tosafeguard them against sabotage, damage, and theft& he "ontractor shall beresponsible for physical security of all materials, supplies, and equipment of everydescription, including property *hich may be !overnment+furnished or o*ned, for allareas occupied ;ointly by the "ontractor and the !overnment, as *ell as for all *orperformed&

.'++ Fo!ce P!otection Re"o!ting Re7ui!e2ent$ 'ny significant criminal or terrorist+related event that occurs at the *orsite or is related to the "ontractors performanceunder this "ontract must be immediately reported by the "ontractor to the P/%ngineer andor PPD& /eportable events include, but are not limited to death threats,murder, idnapping, assault, vehicle theft, destruction of *orsites, theft of materials orequipment, mining of *or locations, etc& 9ailure to report significant criminal orterrorist+related events *ill be documented and may be considered grounds fortermination& he "ontractor agrees to cooperate *ith "oalition (eep if applicable)

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andor @& 9orces in identifying and prosecuting persons involved in criminalterroristrelated events involving "ontractor or its employees, at the *orsite or related to itsperformance under this "ontract&

.'+. Une>"lo5e5 O!5nnce (U>o) S3et?$ 0t is the "ontractors responsibility to

ensure the *or site is cleared of @Ds prior to bringing *orers and or equipment onto the pro;ect *or site& 0f required, it is the "ontractors responsibility to have thepro;ect area cleared by a de+mining company that has been approved by the PPD&his does not relieve the "ontractor from continued responsibility to be a*are of theris of encountering @D and to tae all actions necessary to assure a safe *or areato perform the requirements of this contract& 'll mine and @D clearing shall be donein accordance *ith the 0nternational Mine 'ction #tandards (0M'#), or 'fghanistanMine 'ction #tandards ('M'#) (or enter other regional standards)*hichever is morestringent, and clearance shall be accomplished to the anticipated foundation depth&hese standards can be found at http$***&mineactionstandards&orgimas&htm& :o*or *ill commence in any area that has not been cleared& 0f, during constructionactivities, @D is unepectedly discovered or uncovered, or suspected to be present,all *or operations shall immediately cease, "ontractors employees and otherpersonnel present at the *or site shall be moved to a safe location, the PPD *ill benotified, and "oalition (eep if applicable)assistance *ill be requested to remove@D& "ontractor shall mitigate any delays to scheduled or unscheduled contract *orinsofar as possible& he "ontractor assumes the ris of any and all personal in;ury,property damage or other liability, arising out of and resulting from any its actions orinactions or those of its officers, agents or employees *ith respect to @D&

.'+- U6e O3 E>"lo6i#e6$ he "ontractor shall be responsible for obtaining *rittenapproval from the appropriate !overnment of the 0slamic /epublic of 'fghanistan(!0/o') local officials and the local "9 commander (or enter other officials), for

transportation and use of eplosives during construction& he "ontractor *ill maintaina daily log of eplosives in inventory and daily usage by quantity& his log *ill beavailable at the eplosives storage location and sub;ect to revie* by the PPD or hisrepresentative& he "ontractor shall also notify "9 (eep if applicable)in advance ofany demolition *or that *ill occur *ithin 2 ilometers of any "9 (eep if applicable)positions or encampments& he contractor *ill notify the PPD in advance if demolitionor roc breaing *ill deny "9 (eep if applicable)vehicles access to the route for morethan E hours&

.'+0 H!5ou6 Mte!il6$ #hould the "ontractor encounter asbestos or otherha.ardous materials during the construction period of this contract, it shall immediately

stop all *or activities in the area *here the ha.ardous material is discovered& he"ontractor shall then notify the PPD identify the area of danger, and discontinue *orin that area until given approval from the PPD to continue *or activities&


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.'+1 En#i!on2entl P!otection$ he "ontractor shall comply *ith all !0/o' la*s,rules, regulations or standards (or enter other authorities), and *ith such additionalmeasures as the P/ %ngineer andor PPD may find necessary, concerningenvironmental pollution control and abatement *ith regard to discharge of liquid *asteinto natural streams or manmade channels& he "ontractor shall revie* !0/o' and

applicable @& !overnment environmental regulations (or enter other regulations)*ith the PPD prior to design and discharge of any liquid *astes into natural bodies of*ater or manmade channels&

.'+1'+ he PPD *ill notify the "ontractor in *riting of any observed non+compliance *iththe foregoing provisions& 0f so notified, the "ontractor shall immediately tae correctiveaction& 0f the "ontractor fails or refuses to promptly tae corrective action, the PPDmay issue an order stopping all or part of the *or until satisfactory corrective actionhas been taen& :o etension of the Performance Period or equitable ad;ustment *illbe a*arded to the "ontractor unless it is later determined that the "ontractor fullycomplied *ith the directives of the PPD& 9ailure to adhere to environmental protectionterms and conditions on the part of the "ontractor may be grounds for termination&

.'+1'. /easonable and appropriate measures shall be taen by the "ontractor to preventchemicals, fuels, oils, greases, bituminous materials, *aste *ashings, herbicides andinsecticides, and construction materials or debris from polluting the construction siteand surrounding area&

.'+1'- -isposal of any materials, *astes, effluents, trash, garbage, oil, grease,chemicals, and similar ha.ardous substances shall be transported to a suitabledisposal site by the "ontractor sub;ect to the approval of the P/ %ngineer andorPPD&

.'+1'0'ny spillsevents regarding the release of *astes, effluents, trash, garbage, oil,grease, chemicals, and similar ha.ardous substances must be reported to the #ite%ngineer or PPD immediately and prompt corrective actions must be taen by the"ontractor to mitigate the event&

.'+8 Ho6t Ntion Autho!ition6 Pe!2it6 An5 Licen6e6$ 0t shall be the "ontractorsresponsibility to obtain authori.ations, permits, and licenses as required by the localgovernment, and as necessary for the proper performance of this "ontract&

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.'+/ T!33ic Cont!ol$ "ontractor is responsible to ensure that nearby roads remainopen to pedestrian and vehicular traffic during construction& he "ontractor shallsubmit a plan for maintaining traffic flo* during construction at a pre+constructionconference, if applicable& 1arricades shall be required *henever safe public access topaved areas such as roads or paring areas is prevented by construction activities or

as other*ise necessary to ensure the safety of both pedestrian and vehicular traffic&1arricades shall be securely placed, clearly visible *ith adequate illumination toprovide reasonable visual *arning of the ha.ard during both day and night& 0t isrecommended that persons *oring on road*ays or providing traffic control be issuedreflective safety vests to enhance personal safety& ravel to and from the pro;ect siteshall be restricted to a route approved by the P/ %ngineer andor the PPD&

.'+: Site Clen=U" An5 Re6to!tion$ he contractor shall ensure the *or site andareas around the *or site are free of any debris and materials upon completion of*or each day, as *ell as at the completion of the ;ob& "ontractor shall remove andproperly dispose of all materials and equipment at the completion of the ;ob& @nusedmaterials or equipment o*ned by "9 (eep if applicable)shall be returned to alocation designated by the PPD& @pon completion of *or, the *or site shall berestored, insofar as is reasonably possible, to its condition prior to *or, includingreplacement of vegetation, side*als, grading, drainage, and similar conditionsaffected by *or during the performance of this "ontract&

.'.; Locl E2"lo?2ent$ 0n the eecution of this agreement, "ontractor shall employ a*orforce consisting of not less than CC host country citi.ens, not less than CC of*hich shall reside *ithin a KM+ilometer radius of the proposed *orsite& @ponrequest, "ontractor agrees to provide proof of such citi.enship andor residency to thePPD& his requirement may be *aived by the PPD upon demonstration by the"ontractor of its inability to reasonably comply&

.'.+ W!!nt?$ he "ontractor *arrants that the *or performed under this 'greementconforms to the contract requirements and is free from any defect in equipment,material, design, finish or *ormanship performed by or the responsibility of the"ontractor& his *arranty shall continue for a period of years year(s) from the date offinal acceptance& 0f possession or partial acceptance of any *or product occursbefore final acceptance of the entire pro;ect, this *arranty shall continue for a period ofyears year(s) from the date that the "oalition (eep if applicable)accepts or taespossession of or partially accepts such product& he "ontractor shall remedy at the"ontractors epense any loss of or damage to "oalition o*ned or controlled real orpersonal property *hen such loss or damage is incurred as the result of "ontractors

failure to conform to contract requirements, any defect in materials, design or*ormanship, or the result of "ontractors negligence& he "ontractors *arranty *ithrespect to a *or product being replaced or repaired shall run for a period of one yearsfrom the date that such replacement or repair is accepted&

.'.. In6"ection6 (Con6t!uction Su!#eillnce)$

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.'..'+ De3inition$ >orB includes, but is not limited to, materials, *ormanship, andmanufacture and fabrication of components&

.'..'. he "ontractor shall maintain an adequate inspection system and perform suchperiodic inspections as *ill ensure that the *or performed under the contract

conforms to contract requirements& he "ontractor shall maintain complete inspectionrecords and mae them available to the !overnment& 'll *or shall be conductedunder the general direction of the P/ %ngineer as supported by the PPD and issub;ect to !overnment inspection and test at all places and at all reasonable timesbefore acceptance to ensure strict compliance *ith the terms of the contract&!overnment inspections and tests are for the sole benefit of the !overnment and donot relieve the "ontractor of responsibility for providing adequate quality controlmeasures of responsibility for damage to or loss of the material before acceptanceconstitute or imply acceptance of *or unless so stated in *riting or affect thecontinuing rights of the !overnment after acceptance of the completed *or&

.'..'- he presence or absence of a !overnment inspector does not relieve the"ontractor from any contract requirement, nor is the inspector authori.ed to changeany term or condition of the "ontract *ithout *ritten authori.ation from the PPD as setforth else*here in this agreement&

.'..'0 he "ontractor shall promptly furnish, at no increase in contract price, all facilities,labor, and material reasonably needed for performing such safe and convenientinspections and tests as may be required by the PPD& he !overnment may charge tothe "ontractor any additional cost of inspection or test *hen *or is not ready at thetime specified by the "ontractor for inspection or test, or *hen prior re;ection maesreinspection or retest necessary&

.'..'1 he !overnment shall perform all inspections and tests in a manner that *ill notunnecessarily delay the *or& here an unforeseeable delay of *or is caused by a!overnment inspection, the PPD may, upon request, grant a reasonable etension tothe Performance Period&

.'..'8 he "ontractor shall, *ithout charge, replace or correct *or found by the!overnment not to conform to contract requirements, unless in the public interest the!overnment consents to accept the *or *ith an appropriate ad;ustment in contractprice& he "ontractor shall promptly segregate and remove re;ected material from thepremises&

.'..'9 0f the "ontractor does not promptly replace or correct re;ected *or, the!overnment may, by contract or other*ise, replace or correct the *or and charge thecost to the "ontractor or terminate this "ontract for cause&

.'..'/ 0f, before acceptance of the entire *or, the !overnment decides to eaminealready completed *or by removing it or tearing it out, the "ontractor, on request,shall promptly furnish all necessary facilities, labor, and material& 0f the *or is found tobe defective or nonconforming in any material respect due to the fault of the

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"ontractor or its subcontractors, the "ontractor shall defray the epenses of theeamination and of satisfactory reconstruction&


24/25

termination& 0n the event of such termination, the "ontractor shall immediately stop all*or hereunder and shall immediately cause any and all of its suppliers andsubcontractors to cease *or& #ub;ect to the terms of this contract, the "ontractorshall be paid a percentage of the contract price reflecting the percentage of the *oractually performed prior to the notice of termination, plus reasonable charges that the

"ontractor can demonstrate to the satisfaction of the !overnment have resulted fromtermination& he "ontractor shall not be paid for any *or performed or costs incurredthat reasonably could have been avoided or *hich *ere incurred after the effectivedate of the :otice of ermination&

.'.9 Te!2intion Fo! Cu6e$ he !overnment may terminate this contract, or any parthereof, for cause in the event of any default by the "ontractor, or if the "ontractor failsto materially comply *ith any contract terms or conditions, or fails to provide the!overnment, upon request, *ith adequate assurances of future performance& 0n theevent of termination for cause, the !overnment shall not be liable to the "ontractor forany amount for supplies or services not accepted and the "ontractor shall be liable tothe !overnment for any and all rights and remedies provided by la*& he @#!overnment has the right to terminate *or in *hole or in part if contractor fails orrefuses to *or to complete the contract *ithin the specified time& he @# !overnmentalso has the right to tae over the *or and cause its completion in such case othersmay be liable for damages&

- SER,ICES SUMMAR%$

Pe!3o!2nce O


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immediate corrective action correctedrepaired *ithin 3+5 days

4 O,ERNMENT FURNISHED PROPERT% (FP) AND SER,ICES$ 'ny !9P

and #ervices provided under this contract are listed under 'ppendi Q&

1 APPENDICES$

sow road construction 022610 (2)

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