苏丹医学综合设施项目工程量清单-室外工程共MASTER LAN

ITEMNOO.

DESCRIPPTION

UNIT

QTY

RATE

AMOUNT(SD)

1

WATERSSUPPLYYSYSTTEM:

Supply,stoore,instaall,Testandccommisssiontheiitemsbelowwasppartoofaccompleete.systeembeehanddedovvertootheEnginneer,Alliitemttobeaspeerdesscripttion,,speccificaationssanddetaiilsinnthefolloowingtablee.

1-1

PIPEWOORKS

1-1-1

110mmdiameeterbblackpolyeethyleenepiipeHDDPEcoonformmingttoDINNcomplletewwithaallfiittinggsneccessarrytoinstaallassshowwnindrawiings.

ML

960

1-1-2

DittoDDittobut880mmdiameeter

ML

450

1-1-3

DittoDDittobut550mmdiameeter

ML

1130

1-1-4

DittoDDittobut337.5mmmdiaameterr

ML

NIL

1-1-5

DittoDDittobut225mmdiameeter

ML

190

1-1-6

DittoDDittobut119mmdiameeter

ML

60

1-1-7

110mmgateisolaatingsteellvaluuetoDINiinstalllediinabbrickmanhoolewiithasteellcoveer

NO

4

1-1-8

DittoDDittobut880mmdiameeter

NO

4

1-1-9

DittoDDittobut550mmdiameeter

NO

23

1-1-10

DittoDDittobut337.5mmmdiaameterr

NO

NIL

1-1-11

DittoDDittobut225mmdiameeter

NO

NIL

1-1-12

110mmsteellnon--returrnvalluetooDINinnstallledassinddrawinngs

NO

2

1-1-13

DittoDDittobut880mmdiameeter

NO

NIL

1-1-14

DittoDDittobut550mmdiameeter

NO

8

1-1-15

DittoDDittobut337.5mmmdiaameterr

NO

NIL

1-1-16

DittoDDittobut225mmdiameeter

NO

NIL

TOTALCCARRIEEDTOSUMMAARY

1-2

HIGHLEEVELTTANKS

1-2-1

6000liiterscapaccityttankccompleeteinnlet,outleetcleeanouutfirrings..Thedesiggnanddmateerialoftaanksttobespeciifiedbythheconntracttor.

Thetannkistobeeerecctedoondiaagnostticceentreroof

NO

3

1-2-2

DittoDDittobut66000llitersstobbeereectedonfooyerrroof.

NO

8

1-2-3

DittoDDittobut77500llitersstobbeereectedoncaafeterriarroof

NO

2

1-2-4

DittoDDittobut33000llitersstobbeereectedonmoosqueroof

NO

1

1-2-5

DittoDDittobut33000lliterssonllibrarryrooof

NO

1

TOTALCCARRIEEDTOSUMMAARY

1-3

UNDERGRROUNDSEWERRAGETTANK

1-3-1

Supplymaterrialsandcconstrructaareinnforceedconncreteeundeergrouundtaankoff120cubiccmeteerssttorageecapaacityaspeerdraawingtodrrawinggs

JOB

1

1-3-2

DittoDDittobut880cubbicmeeterscapaccity

JOB

1

TOTALCCARRIEEDTOSUMMAARY

1-4

PUMPS

1-4-1

Electriicmottordrriverhorizzontallpumppcomppletewiththeffollowwing:inducctionmotorr30000pm4415v,,50hzz

*Star_ddeltastartter

*outommaticcontrrollerr

*airreeleaseevaluue

*fuelttankwwithffuelssysteaam

Thepummpistomaaintaiin30mheaad4’’discchargee12llitress

*head::30mmeterss

*HP16

NO

4

TOTALCCARRIEEDTOSUMMAARY

2

SANITARRYDRAAINAGEE:

2-1

PIPELAAYING

LaypippesinnprepparedsoilofaddequattebeaaringcapaccityiinstrraighttlenggthsaandtootrueegraddientwiththewwholelengtthoftheppipessoliddlybeeddedandttotheesatiisfacttionooftheeConssultannt.

EmploylaserrbeammorttechniiquessatisffactorrytotheCConsulltantforllayinggandcheckkingppipeliines

Rateshhalliincluddeforrcleaaringbottoomoftrencches,puttiingalayerrofssandbbed,rrequirredfaallsaandbaackfilllingcareffullybyseelecteedmatteriallsarooundppipesasdiirecteedbytheCConsulltant.Exccavateedtreenchessshalllbeofsuufficiientwwidthtoalllowfforhaandlinnganddinsttallattion

Depthffortrrenchshalllbeiinacccordanncewiiththhegraadienttofppipesandsshoulddbeaatleaast1..0mfrromtooptopipetogrroundsurfaace

2-1-1

Excavatteforr,laayanddbackkfillUPVCpipe100mmmdiaa,(66barss).Raateshhalliincluddeforrpropperpiipelaaying,joiintinggandtestiing.

ML

NIL

2-1-2

Dittoo,diitto,,but150mmmdiaaUPVCCpipee

ML

680

2-1-3

Ditto,,dittto,bbut2000mmdiaUUPVCppipe

ML

1180

2-1-4

Ditto,,dittto,bbut2550mmdiaUUPVCppipe

ML

380

TOTALCCARRIEEDTOSUMMAARY

2-2

MANHOLEES

2-2-1

Provideemateerialforaandcoonstruuctcoollecttioncchambeer(ciirculaarmannholess)ofreinfforceddconccrete(1:1..5:3)ofdeepthrrangebetweeen(00.5–0.855)ofinterrnalddiametter1..00m..rateetoiincluddematteriall,laabour,,formmwork,bencchingheavyydutyycoveer.…etcaallassperdrawiinganndinsstructtionsofthheConnsultaant.

NO

170

2-2-2

Provideemateerialforaandcoonstruuctciirculaarmannholeofreeinforrcedcconcreete(11:1.5::3)offdeptthranngebeetweenn(0.99–1.255m)oofdiaameterr1.000m.Ratetoinncludeemateeriallabouur,foormworrk,beenchinng,heeavyddutyccover,…etc,,allaspeerdraawingandiinstruuctionnsoftheCConsulltant.

NO

22

2-2-3

Provideemateerialforaandcoonstruuctciirculaarmannholeofreeinforrcedcconcreete(11:1.5::3)offdeptthranngebeetweenn(1.33–1.7m)offdiammeter1.00m.PPricetoinncludeemateeriallabouur,foormworrk,beenchinng,heeavyddutyccover,…etc,,allaspeerdraawingandiinstruuctionnsoftheCConsulltant.

NO

12

2-2-4

InstalllY-Juunctioonscoonnecttedonnmainnseweer.RRatettoinccludeforYY-Juncctionsuppoortmaateriaal.

NO

NIL

2-2-5

Provideemateerialforaandcoonstruuctciirculaarmannhole(droppmanhhole)ofreeinforrcedcconcreete(11:1.5::3)offdeptthranngebeetweenn(1.000–2.000m)oofdiaameterr1.000m.Ratetoinncludeemateeriallabouur,foormworrk,beenchinng,heeavyddutyccover,…etc,,allaspeerdraawingandiinstruuctionnsoftheCConsulltant

NO

10

TOTALCCARRIEEDTOSUMMAARY

3

STORMDDRAINAAGESYYSTEM::

3-1

Excavatte,prrepareemateerialforaandcoonstruuctacccordiingtoodrawwingsandiinstruuctionnsoftheCConsulltant..Reinnforceedconncreteedraiin(7000)mmmØciirculaarbotttom((100)mmmP.CC.andd(1500)mmreinfforceddconccretewallssofddepth(0.1–0.5))mcoovereddwithhsteeelgraating..

ML

300

3-2

Ditto&&Ditttobuttdeptth(0..55–0.9))m.

ML