WRU Building Section 4 -Cuong 9.10 -Fin

8/13/2019 WRU Building Section 4 -Cuong 9.10 -Fin

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Section 4 - Bidding Forms 4-1

Section 4 - Bidding Forms

- Without Prequalification -

This Section contains the forms which are to be completed by the Bidder and submitted as part of his Bid.

Table of Forms

Letter of Bid.....................................................................................................................................................3

Schedules........................................................................................................................................................ 5

Schedule of Payment Currencies..................................................................................................................5

Tables of Adjustment Data.............................................................................................................................6

Bid Security.....................................................................................................................................................

Bill of !uantities......................................................................................................................................... .... "

Technical Pro#osal..................................................................................................................................... $%$

Personnel.....................................................................................................................................................$%%

&orm P'( ) $* Pro#osed Personnel .......................................................................................................$%%

&orm P'( ) %* (esume of Pro#osed Personnel .......................................................................... .........$%3

'+ui#ment............................................................................................................................................ ....... $%5

Site ,r-aniation................................................................................................................................. ....... $%

/0ote* '1aluation of the Bidder2s Site ,r-aniation ill include an assessment of the Bidder2sca#acity to mobilie 4ey #ersonnel for the Contract consistent ith its #ro#osal re-ardin- or4methods schedulin- and material sourcin- in sufficient detail and fully in accordance ith there+uirements sti#ulated in Section 6 /'m#loyer2s (e+uirements........................................................$%

7ethod Statement.......................................................................................................................................$%"

7obiliation Schedule................................................................................................................................ $%8

Construction Schedule .............................................................................................................................$39

/0ote* '1aluation of the Bidder2s Construction Schedule ill include an assessment of the Bidder2stechnical ca#acity to mobilie e+ui#ment for the Contract consistent ith its #ro#osal re-ardin- or4methods schedulin- and material sourcin- in sufficient detail and fully in accordance ith there+uirements sti#ulated in Section 6 /'m#loyer2s (e+uirements........................................................$39

Bidders !ualification..................................................................................................................................$3$

WRU Buildings Bidding Document Single-Stage One Envelope Procurement of Wors


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Section 4 - Bidding Forms 4-%

Letter of Bid

Date: .........................................................

ICB No.: .........................................................

Invitation for Bid No.: .........................................................

To:..............................................................................................................................................................................

We the undersi!ned declare that:

"a# We have e$amined and have no reservations to the Biddin! Documents includin! %ddenda issued inaccordance with Instructions to Bidders "ITB# &'

"b# We offer to e$ecute in conformity with the Biddin! Documents the followin! Wor(s:

"c# The total price of our Bid e$cludin! any discounts offered in item "d# below is:

"d# The discounts offered and the methodolo!y for their application are:

"e# )ur bid shall be valid for a period of . . . . . days from the date fi$ed for the bid submission deadline inaccordance with the Biddin! Documents and it shall remain bindin! upon us and may be accepted at anytime before the e$piration of that period'

"f# If our bid is accepted we commit to obtain a performance security in accordance with the Biddin!Documents'

"!# )ur firm includin! any subcontractors or suppliers for any part of the Contract have nationalities fromeli!ible countries *insert the nationality of the Bidder includin! that of all parties that comprise theBidder if the Bidder is a consortium or association and the nationality of each Subcontractor andSupplier+'

"h# We includin! any subcontractors or suppliers for any part of the contract do not have any conflict ofinterest in accordance with ITB ,.-'

"i# We are not participatin! as a Bidder or as a subcontractor in more than one bid in this biddin! processin accordance with ITB ,.-"e# other than alternative offers submitted in accordance with ITB -'

"/# )ur firm its affiliates or subsidiaries includin! any Subcontractors or Suppliers for any part of thecontract has not been declared ineli!ible by %DB under the 0mployer1s country laws or officialre!ulations or by an act of compliance with a decision of the 2nited Nations Security Council'



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4-4 Section 4 - Bidding Forms

"(# We are not a !overnment owned entity 3 We are a !overnment owned entity but meet the re4uirements ofITB,.5' 6

"l# We have paid or will pay the followin! commissions !ratuities or fees with respect to the biddin!process or e$ecution of the Contract: 66

Name of 7ecipient %ddress 7eason %mount

.............................................. ............................................ ................................... ......................

.............................................. ............................................ ................................... ......................

"m# We understand that this bid to!ether with your written acceptance thereof included in your notificationof award shall constitute a bindin! contract between us until a formal contract is prepared and e$ecuted'and

"n# We understand that you are not bound to accept the lowest evaluated bid or any other bid that you mayreceive.

"o# We a!ree to permit %DB or its representative to inspect our accounts and records and other documentsrelatin! to the bid submission and to have them audited by auditors appointed by the %DB.

"p# If our Bid is accepted we commit to mobili8in! (ey e4uipment and personnel in accordance with there4uirements set forth in Section 9 "0mployer1s 7e4uirements# and our technical proposal or asotherwise a!reed with the 0mployer.

Name ..................................................................................................................................................................

In the capacity of ...............................................................................................................................................

Si!ned ................................................................................................................................................................

Duly authori8ed to si!n the Bid for and on behalf of ........................................................................................

Date ........................................................................................................................................................................................................................................................................................

* Use one of the two options as appropriate** If none has been paid or is to be paid, indicate none

Procurement of Wors Single-Stage One Envelope WRU Buildings Bidding Document


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Section 4 - Bidding Forms 4-&

Schedules

Scheduleof Payment Currencies

or ...........................insert name of Section of the Works...............................................

Separate tables may be re4uired if the various sections of the Wor(s "or of the Bill of ;uantities# will havesubstantially different forei!n and local currency re4uirements. In such a case the 0mployer should prepareseparate tables for each Section of the Wor(s.

A B C D

ame of Pa!ment Currenc!Amount of

Currenc!

"ate of #$change

to Local Currenc!

Local Currenc! #qui%alent

C & A $ B

Percentage of

et Bid Price 'BP(

)**$C

BP

Local currenc!)+**

Foreign Currenc! ,)

Foreign Currenc! ,

Foreign Currenc! ,.

et Bid Price )**+**

Pro%isional Sums #$/ressed

in Local Currenc!)+**

B0D P"0C#

< Note


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4-' Section 4 - Bidding Forms

Tablesof Adjustment Data

Table A - Local Currenc!

0nde$

Code0nde$ Descri/tion Source of 0nde$

Base 1alue

and Date

Bidder2s

Local Currenc! Amount

Bidder2s

Pro/osed

Weighting

Nonad/ustable

Construction labor

Constructionmachine"petrol#

Constructionmaterial

>

??C of @un! Aen

?0T7)I0

@un! AenDepartment ofConstruction

>

Will be identifiedfrom the sources ofinde$ on the date of

=& days prior thesubmission date of

Bid

> %: E.5

B:

C:

D:

0:

Total )+**

Table B - Foreign Currenc!

ame of Currenc!3 ..........................................................................................................

If the Bidder wishes to 4uote in more than one forei!n currency this table should be repeated for each forei!ncurrency.

0nde$ Code 0nde$ Descri/tion Source of 0nde$Base 1alue

and Date

Bidder2s Currenc!

in T!/eAmount

#qui%alent in

FC)

Bidder2s Pro/osed

Weighting

Nonad/ustable > > > %: E.5

B:

C:

D:

0:

Total )+**



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4-) Section 4 - Bidding Forms

Bill of 7uantities

A+ Preamble

. The Bills of ;uantitiesshall be read in con/unction with the Instructions to Bidders eneral

and ?articular Conditions of Contract eneral and ?articular Specifications and Drawin!s.

=. The 4uantities !iven in the Bills of ;uantities are estimated and provisional and are !iven toprovide a common basis for biddin!. The basis of payment will be the actual 4uantities of wor(ordered and carried out as measured by the Contractor and verified by the 0n!ineer and valuedat the rates and prices in the priced Bills of ;uantities where applicable and otherwise at suchrates and prices as the 0n!ineer may fi$ within the terms of the Contract. The estimated4uantities must not be chan!ed by Bidders. Bidders shall enter only rates or sums and thencalculate the amounts relevant to the ;uantities.

-. The rates and prices bid in the priced Bills of ;uantities shall e$cept as otherwise provided

under the Contract include all construction e4uipment labour supervision materials erectionmaintenance insurance profit to!ether with all !eneral ris(s liabilities and obli!ations set outor implied in the Contract. Ta$es and duties for each Item shall be entered separately asre4uired by the Bills.

,. % rate or price shall be entered a!ainst each item in the priced Bills of ;uantities whether4uantities are stated or not. The cost of Items a!ainst which the Contractor has failed to enter arate or price shall be deemed to be covered by other rates and prices entered in the Bills of;uantities.

5. The whole cost of complyin! with the provisions of the Contract shall be included in the Items

provided in the priced Bills of ;uantities and where no Items are provided the cost shall bedeemed to be distributed amon! the rates and prices entered for the related Items of Wor(s.

9. eneral directions and descriptions of wor( and materials are not necessarily repeated norsummari8ed in the Bills of ;uantities. 7eferences to the relevant sections of the Contractdocumentation shall be made before enterin! prices a!ainst each item in the priced Bills of;uantities.

J. ?rovisional Sums included and so desi!nated in the Bills of ;uantities shall be e$pended inwhole or in part at the direction and discretion of the 0n!ineer in accordance with theConditions of Contract.

&. The method of measurement of completed wor( for payment a!ainst each Item of the Bills of;uantities shall be to the limits lines and levels shown on the Drawin!s e$cept where theSpecifications indicate otherwise. 0$istin! !round levels shown on the Drawin!s are indicativeonly and shall be replaced for construction and payment purposes by levels determined from atopo!raphic survey carried out by the Contractor. The survey shall be supervised and validatedby the 0n!ineer.



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Section 4 - Bidding Forms 4-*

K. %rithmetic errors will be corrected by the 0mployer as follows:

"a# if there is a discrepancy between the rate and the amount that is obtained by multiplyin!the rate and 4uantity the rate shall prevail and the amount shall be corrected unless in theopinion of the 0mployer there is an obvious misplacement of the decimal point in the rate

in which case the amount as 4uoted shall !overn and the rate shall be corrected'"b# if there is an error in a total correspondin! to the addition or subtraction of subtotals the

subtotals shall prevail and the total shall be corrected' and

"c# if there is a discrepancy between words and fi!ures the amount in words shall prevailunless the amount e$pressed in words is related to an arithmetic error in which case theamount in fi!ures shall prevail sub/ect to "a# and "b# above.

The followin! units of measurement and abbreviations apply:

2nit %bbreviation 2nit %bbreviation

cubic meter m- illimeter mm

hectare ha month monhour h number nr or Nr

(ilo!ram (! s4uare meter m=or s4 m

lump sum sum s4uare millimetre mm=or s4 mm

meter m compactibility L

metric ton "EEE(!#

ton @ei!htSectional area

@S

rade 0levation 0l

Diameter M d Distance D



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4-1+ Section 4 - Bidding Forms

B+ Bill of 7uantities3

The Bill of ;uantities comprise:Bill No. eneral itemsBill No. = ?revention of buildin!s from termite invasion

I. T@0 0T WIN 0CT270 B2IDINSBill No. - 7einforced concrete pilin!Bill No. , oundation wor(Bill No. 5 7einforced concrete Wor(Bill No. 9 Bric( masonry wor(Bill No. J inishin! wor(Bill No. & Door and WindowBill No. K Sun ouversBill No. E Interior AardBill No. 0$terior AardBill No. = 2nder!round water tan(

Bill No. - Septic tan(Bill No. , anholeBill No. 5 Draina!e !rooveBill No. 9 In buildin! water wor(Bill No. J 0lectric wor(Bill No. & %ir ventilation systemBill No. K ire alert and fire fi!htin! systemBill No. =E i!ht 0lectricityII. T@0 7I@T WIN 0CT270 B2IDINBill No. = 7einforced concrete pilin!Bill No. == oundation wor(

Bill No. =- 7einforced concrete wor(Bill No. =, Bric( masonry wor(Bill No. =5 inishin! wor(Bill No. =9 Door and WindowBill No. =J %< B< C Interior yardBill No. =& 0$terior yardBill No. =K 2nder!round water tan(Bill No. -E Septic tan(Bill No. - Draina!e pipe line and anholeBill No. -= In buildin! water wor(Bill No. -- 0lectric wor(

Bill No. -, %ir ventilation systemBill No. -5 ire alert and ire fi!htin! systemBill No. -9 i!ht electricityIII. T@0 D)7IT)7ABill No. -J 7einforced concrete pilin!Bill No. -& oundation wor(Bill No. -K 7einforced concrete wor(Bill No. ,E Bric( masonry wor(



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Section 4 - Bidding Forms 4-11

Bill No. , inishin! wor(Bill No. ,= Door and WindowBill No. ,- uardin! stationBill No. ,, ardenBill No. ,5 2nder!round water tan(

Bill No. ,9 )n


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4-1! Section 4 - Bidding Forms

Bill o+ ) 6eneral items

0tem

o+Descri/tion 8nit 7uantit! "ate

Amount

'0nc+

Ta$es(

?rovide and maintain insurance for Wor(s Sum .EE

= ?rovide and maintain insurance for 04uipment Sum .EE

- ?rovide and maintain insurances for Third ?arty Sum .EE

, ?rovide and maintain ?erformance uarantee Sum .EE

5 ?rovide and maintain warranty !uarantee Sum .EE

9Contractors temporary wor(s at the site and

relocation after completion of wor(Sum .EE

J onthly ?ro!ress 7eport Sum .EE

& %s


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Section 4 - Bidding Forms 4-1%

Dormitor!

K%nti


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0tem


Amount

'0nc+

Ta$es(

Brea(in! concrete pile head m- ,9.9



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Section 4 - Bidding Forms 4-1&

=0$cavation of foundation pit soil !rade I

EEm-

,.-5

- 0$cavation of foundation pit for columnwidthPm depthPm soil !rade I

m- 9E.5-

, 0$cavation of foundation pit for foundation

bracin! beam widthQ-m depthQm soil !rade I m

-

,-5.-E 5 Based concrete EE stone =$, for foundation

bracin! pile !rilla!em- =9.=

9Concrete for column base -EE m- J=.5&

Joundation concrete -EE stone$= BQ=5Ecm m- 5-K.=-

&Steel reinforcement for foundation dQEmm ton J.5,

KSteel reinforcement for foundation dQ&mm ton 9.J-

E Steel reinforcement for foundation dP&mm ton K-.KE

ormwor( for s4uare column foundation EEm= 5E.5J

=Concrete -EE stone$= for column SQEm=@Q ,m

m- E.=5

-Concrete -EE stone$= for column S P Em=@Q ,m

m- K5.&K

,Steel reinforcement for column nec(in! dQEmm@Q ,m

ton 5.,=

5Steel reinforcement for column nec(in! dQ&mm @Q ,m

ton &.E5

9Steel reinforcement for column nec(in! dP&mm@Q ,m

ton =E.-

Jormwor( for column nec(in! rectan!ular shape@Q9m

EEm=

&.E-

&Bric( masonry 9.5$E.5$==for foundationthic(nessQ --cm cement mortar J5

m- J=9.9-

KConcrete for foundation wall bracin! -EE stone$=

m- -K.K

=E ormwor( for bracin! beamEEm=

&.K,

= Steel reinforcement for bracin! beams dQEmm@Q, m

ton =.5J

==Steel reinforcement for bracin! beams dQ&mm@Q, m

ton &.&5

=-Bac(fillin! for foundation LOEKE usin!available soil from e$cavation "!round recoverin!up to 0levation of


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4-1' Section 4 - Bidding Forms

=,Bac(fillin! for foundation LOEKE !roundrecoverin! up to 0levation of


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Section 4 - Bidding Forms 4-1(

5Em

9Steel reinforcement for columns dP&mm @Q5Em

ton &K.55

JConcrete -EE stone $= for beam bracin! beam@Q 5Em

m- -E==.&5

& ormwor( for bottom beams @Q5Em EEm=

59.,5

K ormwor( for beams bracin! @Q5EmEEm=

=5.=-

ESteel reinforcement for beam bracin! dQEmm@Q 5Em

ton J.-E

Steel reinforcement for beam bracin! dQ&mm@Q 5Em

ton &=.=E

=Steel reinforcement for beam bracin! dP&mm@Q 5Em

ton =9.-=

-Concrete -EE stone $= for floor roof @Q5Em m

-

-K-E.EE

,Steel reinforcement for floor roof dQEmm @Q5Em

ton 9=,.,

5Steel reinforcement for floor roof dPEmm @Q5Em

ton --.=K

9 ormwor( for roof slab @Q5EmEEm=

-=-.-&

Stair

J Concrete =EE stone $= for beam of stair m- ,-.,=

& ormwor( for stair beamsEE

m= 5.-9

KSteel reinforcement for stair beam dQEmm @Q5Em

ton E.&

=ESteel reinforcement for stair beam dP&mm @Q5Em

ton J.JJ

= Concrete =EE stone $= for staircase m- ,&.-=

== ormwor( for staircaseEEm=

=.-9

=-Steel reinforcement for staircase dQEmm @Q5Em

ton -E.=5

Lintel< :all bracing beam

=,Concrete =EE stone $= for lintel wall bracin!beam

m- -K.&5

=5 ormwor( for lintel bracin! beamEEm=

5E.&K

=9Steel reinforcement for lintel bracin! beamdQEmm @Q 5Em

ton &.K=

=J Steel reinforcement for lintel bracin! beam ton ,J.EJ



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4-1) Section 4 - Bidding Forms

dPEmm @Q 5Em

Total for Bill o+ ;

*Carried orward to rand Summary+

Bill o+ = Bric5 masonr! :or5

0tem


Amount

'0nc+

Ta$es(

Construction of enclosin! wall 5cm thic( %%Cbric( "dimension 5$=E$9Ecm# @Q 5E m cementmortar 5E

m- &==.-9

=Construction of bric( enclosin! wall bric(9.5$E.5$== strai!ht wall thic(ness RO--cm@Q5E m. Cement mortar 5E

m- =5.J9

-Construction of bric( enclosin! wall bric(

9.5$E.5$== strai!ht wall thic(nessR O--cm@Q5E m. Cement mortar 5E m-

5-.-J

, Bric( construction of column pier @Q5Em cementmortar 5E bric( 9.5$E.5$==

m- JK9.,,

5Construction of dividin! wallEcm thic( %%Cbric( "dimension =E$E$9Ecm# @Q5Em cementmortar 5E

m- =J.&K

9Construction of dividin! wall5cm thic( %%Cbric( "dimension =E$5$9Ecm# @Q5Em cementmortar 5E

m- -=&.-9

JConstruction of dividin! wall-Ecm thic( %%C

bric( "dimension =E$5$9Ecm# @Q5Emcementmortar 5E

m-

,J.E,

&Construction of dividin! wall for WC rooms bric( 9.5$E.5$== strai!ht wall thic(ness Q--cm @Q 5Em. Cement mortar 5E

m- 5K.

KConstruction of dividin! wall for WC rooms bric( 9.5$E.5$== strai!ht wall thic(ness Qcm @Q 5Em. Cement mortar 5E

m- -95.-

EBric( construction bric( 9.5$E.5$==complicated structures @Q5Em. Cement mortar5E "steps of staircase triple cascade step#.

m- J9.E5

Bric( construction bric( 9.5$E.5$== for columnpier of main pavilion @Q5Em. Cement mortar 5E

m- ,E.K&

=Bric( construction bric( 9.5$E.5$== for outside ==cm strai!ht wall# with thic(ness Q--cm@Q5Em. Cement mortar 5E

m- ,.K5

-5cm thic( bric( wall for locatin! air conditionerin ed!e a$es %%C bric( "dimension5$=E$9Ecm# @Q5Em

m- 5-.-5



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Section 4 - Bidding Forms 4-1*

,Construction of pulpit for classrooms unburntbric( 9EE$=EE$5E cement mortar 5E

m- =-K.=

Total for Bill o+ =


Bill o+ > Finishing :or5

0tem


Amount

'0nc+

Ta$es(

?lasterin! e$terior face of wall thic(ness .5cmcement mortar 5E

m= 9,&J.K

= ?lasterin! interior face of wall thic(ness .5cmcement mortar 5E

m= =KJK.K

- ?lasterin! pier3column inside of buildin!s.Cement mortar J5 thic(ness .5cm

m= 55=.EE

, ?lasterin! pier3column outside of buildin!s cement mortar J5thicness .5cm

m= 5&E.=E

5?lasterin! ceilin! cement mortar J5 m= &JJ,.9-

9 ?lasterin! beams inside of buildin!s cementmortar J5

m= =E-=9.E

J ?lasterin! beams outside of buildin!s Cementmortar J5

m= E9E.-9

&?aintin! for non putty e$terior face of wall ofbuildin!s " first coatin! and = over coatin!#otun ICI Dulu$ or e4uivalents

m= =J=&.,9

K ?aintin! for non


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4-!+ Section 4 - Bidding Forms

,EE$,EE "Ceramic ?rime Ui!lacera ore4uivalent#

JBric( facin! onto wall toe wall border columnborder tile 5E$9EEmm "Thach Ban ?rime ore4uivalent#

m= =JJ.5=

& ranite tilin! for perron steps m=

=9-.,J

KTilin! pre


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Section 4 - Bidding Forms 4-!1

-& Installin! steel frame m= 9KE.=,

-Kinal roofin! with 8inc

m 9,E.9,

,E Toilet compact baffle m= ,,.EE

, 7ailin! of corridor @OE5Emm m=

=J=9.5

,=@andrail of staircase "baluster by steel pipe D9Erail by solid round bar D=#

m= 5=E.=&

,- 7ailin! of perron


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4-!! Section 4 - Bidding Forms

5

Two


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Section 4 - Bidding Forms 4-!%

the loc( (nob handles hin!es D&

5

)ne


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4-!4 Section 4 - Bidding Forms

027)WIND)W aluminum or e4uivalent withoutheat insulation ?? 7al KE9 electrostatic paint!lossy sett paint warranty 5 years

=5

UN


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Section 4 - Bidding Forms 4-!&

027)WIND)W aluminum without system ofheat resistance aluminum frame ?? 7al KE9electrostatic paint !lossy sett paint warranty 5years

--

UNJ


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4-!' Section 4 - Bidding Forms

ESupply and installation of u$alon or e4uivalentsun louver system

m= -E,.9,

Total for Bill o+ @


Bill o+ )* 0nterior ard

0tem

o+Descri/tion 8nit

7uantit

!"ate

Amount

'0nc+

Ta$es(

0$cavation of foundation curb soil !rade I m- 5J.5,

= Concrete rubble for foundation m- =9.-J

-Buildin! vertical wall parterre with the thic(nessRO--cm by bric( "95$E5$==# 5E

m- &&.K-

,?laster wall outdoor thic(ness of plaster 5cmcement mortar 5E

m= =E5.J&

5 ?ressin! yellow lumpy stone to wall m= ,9.KK

9?ressin! base floor with terra88o tile of si8e-EE$-EE$=5mm cement mortar J5

m= ,59.5J

J Concrete rou!h bric( &EE$9EE$,5E tablet =E.EE

&Transportin! soil within area Q 5EEm soil !rade Ialluvial soil

EEm-

,.=

K %lluvial soil "thic( -Ecm# m- ,=.-K

E ?lantin! !rass in parterresEEm=

.5-

ertili8er "thic( =cm for area !rass# m- -.E9

= Waterin! in -E days distance PEEm EEm=

.5-

-0$cavation hole cultivate soil !rade I holeROJE$JE$JEcm

hole K.EE

, ertili8er in hole JE$JE hole K.EE

5 Transportin! tree distance P=Em tree K.EE

9 ?lant a a!erstroemia alluvial soil tree K.EE

J ?lant a %!laia duperreana alluvial soil tree 5.EE

& Waterin! in 5 days distance P EEmEEEtree

E.E

K aintain treesE

trees3month

-.5J

=E ?lant Cuphea hyssopifolia m= J.EE

= ?lant Sansevieria trifasciata @ort m= =E.EE

== ?lant Duranta repens m= =K.9E

=- Concrete production mi$ed by machine poured by m- ,K.--



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Section 4 - Bidding Forms 4-!(

hand round concrete width P=5Ecm stone,$9EE

=,?ressin! base floor with terra88o tile cementmortar J5

m= ,K-.=&

Total for Bill o+ )*


Bill o+ )) #$terior ard

0tem

o+Descri/tion 8nit

7uantit

!"ate

Amount

'0nc+

Ta$es(

0$cavation of foundation curb by manpower soil!rade I

m- ---.E-

= Concrete rubble for foundation m- =.J=

-

Buildin! vertical wall parterre with the thic(ness

ROmm by bric( "95$E5$==# 5E m-

&,.E-

,Buildin! vertical wall parterre with the thic(nessRO--cm by bric( "95$E5$==# 5E

m- K&.5=

5?laster wall outdoor thic(ness of plaster 5cmcement mortar 5E

m= 9,.5-

9 ?ressin! yellow lumpy stone to wall m= J&.--

JTransportin! soil by dump truc( 5T within area Q5EEm soil !rade I alluvial soil

EEm-

,=.=,

& %lluvial soil m- ,==,.=

K ?lantin! !rass in parterresEE

m

= 5.,J

E ?lantin! @a(onechloa macraEEm=

-.&5

fertili8er "thic( =cm for area !rass# m- =-E.K,

= waterin! in -E days distance PEEmEEm=

5.,J

-0$cavation hole cultivate soil !rade I holeROJE$JE$JEcm

hole K=.EE

,0$cavation hole cultivate soil !rade I holeROJE$JE$JEcm

hole E5.EE

50$cavation hole cultivate soil !rade I holeROEE$EE$EEcm hole =.EE

9 fertili8er in hole JE$JE hole KJ.EE

J fertili8er in hole EE$EE hole =.EE

& Transportin! tree distance P=Em tree =EK.EE

K ?lant a a!erstroemia alluvial soil tree 99.EE

=E ?lant a Deloni$ re!ia alluvial soil tree =9.EE

= ?lant a %!laia duperreana alluvial soil tree E5.EE



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4-!) Section 4 - Bidding Forms

== ?lant Cassia fistula alluvial soil tree =.EE

=- Scan of lime foot of a tree tree E,.EE

=, Waterin! in 5 days by machine distance P EEmEEEtree

E.=

=5 aintain trees

E

trees3month

=E.KE

=9 ?lant Duranta repens m= &-.,E

=JConcrete production mi$ed by machine poured byhand 7oad surface concrete has thic(ness Q=5cm stone $= =EE

m- =-5.95

=& Nylon linin! concrete yard m= -9=.,9

=K ormwor( for surface of concrete roadEEm=

-=.-E

-E

Concrete production mi$ed by machine poured by

hand round concrete width P=5Ecm stone,$9EE

m-

,&E.-9

-?ressin! base floor with terra88o tile cementmortar J5

m= ,&E-.9,

-=Buildin! round chair with the thic(ness ROcmby bric( "95$E5$==# 5E

m- 9.E

--?laster wall outdoor thic(ness of plaster Ecmcement mortar J5

m= =JJ.9E

-,?aint outdoor walls "without pressin! mastic# linin! layer = coverin! layers

m= =JJ.9E

-5

Concrete production mi$ed by machine poured by

hand round chair stone $= =EE m-

E.EK

-9?roduction erection demolishin! timberformwor( for concrete of round chair

EEm=

.,9

-Jabricatin! and installin! reinforcement concretein


29/140

Section 4 - Bidding Forms 4-!*

= oundation e$cavation width Pm depth Pm.Soil !rade I "calculated as manual e$cavation#

m- =K.=K

- Beddin! concrete EE stone ,$9 widthP=5Ecm

m- J.-=

, Wall concrete thic(ness Q ,5cm hei!ht Q ,m

concrete -EEstone $=m- -K.KJ

5oundation slab concrete -EE stone $= m- &K.5J

9 ormwor(s for cast


30/140

4-%+ Section 4 - Bidding Forms

o+'0nc+

Ta$es(

oundation e$cavation width Q 9m soil !rade I m- E.=J

=

?illar column foundation e$cavation width Q

m depth P m soil level "calculated as manuale$cavation#

m- 9.&5

- Based concrete for foundation EE stone ,$9widthP=5Ecm

m- .==

, Concrete for strai!ht wall of septic tan( stone$= =EE

m- =.K

5ormwor( for bottom slab of tan(

EEm=

E.

9 Steel reinforcement for septic tan( diameterQEmm

ton E.=5

J ?recast concrete plate stone $= =EE m- E.K=

&ormwor( for precast concrete plate

EEm=

E.E9

KSteel reinforcement for plate ton E.=

E Installin! plate for septic tan( plate =E.EE

Bric( construction si8e 9.5 $ E.5 $ == strai!htwall thic(ness Q --cm hei!ht Q ,m cementmortar J5

m- ,.-,

=Bric( construction si8e 9.5 $ E.5 $ == strai!htwall thic(nessQ cm hei!ht Q ,m cementmortar J5

m- E.J

-?lasterin! outside wall of septic tan(thic(nessO.5cm cement mortar J5

m= =J.5=

,?lasterin! inside septic tan( the first layer 5mmthic( creatin! rou!hness

m= -=.K&

5?lasterin! the second layer thic(nessOEmm withcement hardener finishin!

m= -=.K&

9

loor tilin! with cement hardenin! finishin!

thic(ness of - cm cement mortar EE m

=

.,

J

?aintin! Lova CT


31/140

Section 4 - Bidding Forms 4-%1

K Soil bac(fillin! for foundation pit of septic tan( m- =.5J

Total for Bill o+ ).


Bill o+ )4 anhole

0tem


Amount

'0nc+

Ta$es(

oundation e$cavation width Q 9m soil !rade I

EEm-

.K5

=?illar and column foundation e$cavation width Pm depth Q m soil !rade I"calculated as manuale$cavation#

m- ,&.9J

- Based concrete EE for foundation stone ,$9widthQ =5Ecm.

m- =.,-

, Concrete for manhole =EE stone $= m- =E.K9

5ormwor( for manhole

EEm=

.&=

9Steel reinforcement for manhole dQ E mm ton =.&-

JSteel reinforcement for manhole dQ &mm ton E.5

&orm steel buried in concrete ton E.&=

KBric( construction for wall of manhole bric(

9.5$E.5$== thic(nessQ --cm cement mortarJ5

m-

=5.K&

E?lasterin! inside manhole chamber cement mortarJ5

m= =EE.J

Cast Iron cover for manhole BJEE Nr ==.EE

= Cast Iron cover for manhole BEEE Nr 9.EE

- Cast Iron cover for manhole B5EE Nr 5.EE

, Installin! iron plate Nr ,-.EE

5 Soil bac(fillin! for manhole foundation pitEEm-

.

Total for Bill o+ )4


Bill o+ ); Drainage groo%e

0tem


Amount

'0nc+

Ta$es(

oundation e$cavation width Q 9m soil !rade I EE ,.E&



32/140

4-%! Section 4 - Bidding Forms

m-

= Strip foundation e$cavation depthQm widthQ-m soil !rade I"calculated as manual e$cavation

m- -5.K,

- Based concrete EE for foundation stone ,$9widthQ =5E

m- =E.&-

,Concrete ditch =EE stone $= m- ==E.&E

5ormwor( for cast


33/140

Section 4 - Bidding Forms 4-%%

shower mirror synchroni8ation

,loor drain cup DJ9 Nr -9E.EE

57oof drain cup D5E Nr J5.EE

9 Ino$ water tan( =5EE Nr =E.EE

JTap D=5 Nr E.EE

Water su//l!ing /i/e line

&inc


34/140

4-%4 Section 4 - Bidding Forms

-5 Disinfectin! pipe ??7 D5E EEm E.5E

-9 Disinfectin! pipe ??7 D,E EEm .5E

-J Disinfectin! pipe ??7 D-= EEm .&E

-& Disinfectin! pipe ??7 D=5 EEm J.5E

-K Disinfectin! pipe ??7 D=E EEm ,.5E

,E Disinfectin! pipe ??7 D5 EEm &.EE

, Tee ??7 D5E$5E Nr -E.EE

,= Tee ??7 D5E$,E Nr E.EE

,- Tee ??7 D,E$-= Nr =E.EE

,, Tee ??7 D-=$=5 Nr ,E.EE

,5 Tee ??7 D=5$=5 Nr =EE.EE

,9 Tee ??7 D=5$=E Nr ,E.EE

,J Tee ??7 D=5$5 Nr -=E.EE

,& Tee ??7 D=E$5 Nr =5.EE

,K Tee ??7 D5$5 Nr -J9.EE 5E 0lbow ??7 D5E Nr =E.EE

5 0lbow ??7 D,E Nr =E.EE

5= 0lbow ??7 D-= Nr &E.EE

5- 0lbow ??7 D=5 Nr ,5.EE

5, 0lbow ??7 D=E Nr -9E.EE

55 0lbow ??7 D5 Nr ,&E.EE

59 ?ipe reducer ??7 D5E$,E Nr E.EE

5J ?ipe reducer ??7 D,E$-= Nr E.EE

5& ?ipe reducer ??7 D-=$=5 Nr 5E.EE 5K ?ipe reducer ??7 D=5$=E Nr =EE.EE

9E ?ipe reducer ??7 D=5$5 Nr 9E.EE

9 ?ipe reducer ??7 D=E$5 Nr 5E.EE

9= inc


35/140

Section 4 - Bidding Forms 4-%&

J5 oot valve D=5 "with Crephin# Nr .EE

J9 Strainer A D=5 Nr =.EE

JJ Chec( valve DEE Nr =.EE

J& 0lectric valves for pump controller Nr .EE

JK ate valve DEE Nr =.EE

&E ate valve D5E Nr ,E.EE

& ate valve D=5 Nr -E.EE

&= 7i!ht an!led 0lbow female thread D5 Nr J=5.EE

&- Top plu! D5 Nr J=5.EE

&, loat valve D&E Nr .EE

&5 loat valve D5E Nr =E.EE

&9 ?ipe han!ers and supporters set ,&E.EE

Waste :ater /i/e line

&J ?ipe u?UC


36/140

4-%' Section 4 - Bidding Forms

"ain draining /i/e line

, ?ipe u?UC


37/140

Section 4 - Bidding Forms 4-%(

9Ceilin! han!in! fluorescent lamp =$-9w3T&


Bill o+ )? Air %entilation s!stem

0tem


Amount

'0nc+

Ta$es(

%ir suction inlet from aluminum with electrostaticpaintin! attached air bo$ volume control damper< diffuser type DI " =EE$=EE #

Nr ,EE.EE

= %ir supply louver from stainless steel filter bo$shutter catch insect !uard net "5EE$=5E#

Nr .EE

- %ir supply louver from stainless steel filter bo$

shutter catch insect !uard net "5EE$=5E# Nr ,.EE

, %ir e$haust louver from stainless steel filterbo$ shutter catch insect !uard net "&EE$9EE#

Nr E.EE

5Uolume damper D5E Nr 5-.EE

9Uolume damper DI " -EE$5E # Nr ,E.EE

JUolume damper DI " =5E$5E # Nr ,E.EE

&ire damper DI " -EE$=EE # Nr ,E.EE

Kinc

Einc



42/140

4-4! Section 4 - Bidding Forms

E5mm thic(

-With flan!e =5$=5$- for inc

Nr J&.EE

,inc

m &E.EE

JWith flan!e =5$=5$- for inc

Nr ,.EE

&inc

=With flan!e =5$=5$- for inc

Nr 9.EE

==inc

m ,9.EE

=5lan!e =5$=5$- for inc

Nr =,.EE

=9inc

m -5.EE

=KWith flan!e =5$=5$- for inc

Nr K.EE

-E inc

Nr ,E.EE

--With flan!e =5$=5$- for inc


43/140

Section 4 - Bidding Forms 4-4%

-,inc

Nr =.EE

-9inc

Nr &.EE

-&inc

Nr =E.EE

,Einc

Nr ,E.EE

,With flan!e =5$=5$- for inc

Nr &E.EE

,= inc

Nr ,E.EE

,-With flan!e =5$=5$- for inc

Nr &E.EE

,,inc

Nr ,E.EE

,5With flan!e =5$=5$- for inc

Nr &E.EE

,9inc

Nr .EE

,J

With flan!e =5$=5$- for inc

duct reduce DI " =5E$=EE #3" =EE$=EE # Nr =.EE

,&inc

Nr .EE

,KWith flan!e =5$=5$- for inc

Nr =.EE

5Einc

Nr ,.EE

5With flan!e =5$=5$- for inc

Nr &.EE

5=inc

Nr ,.EE

5-With flan!e =5$=5$- for inc

Nr &.EE

5,inc

Nr ,.EE

55With flan!e =5$=5$- for 8inc

Nr &.EE

59 inc


44/140


DEE

5Jinc


45/140

Section 4 - Bidding Forms 4-4&

control module#

,Installation of bell 5Nr =.&E

5Installation of li!ht 5Nr =.&E

9 =$.5s4mm copper core ?UC insulated fireresistant twisted pair drain wire shielded cablerun in D=E ?UC conduit

Em ,=E.EE

J =C


46/140

4-4' Section 4 - Bidding Forms

-, alvani8ed steel pipe DEE ,.5mm thic( EEm E.95

-5 alvani8ed steel pipe D&E ,.Emm thic( EEm J.5E

-9 alvani8ed steel pipe D95 -.9mm thic( EEm K.5E

-J alvani8ed steel pipe D5E -.9mm thic( EEm .,E

-& alvani8ed steel pipe D=5 -.=mm thic( EEm E.=E

-K Threaded elbow female DEE Nr &.EE

,E Threaded elbow female D&E Nr =5E.EE

, Threaded elbow female D95 Nr =&E.EE

,= Threaded elbow female D5E Nr =5E.EE

,- Threaded elbow female D=5 Nr =E.EE

,, Threaded tee female DEE$EE Nr =.EE

,5 Threaded tee female D&E$&E Nr KE.EE

,9 Threaded tee female D&E$95 Nr JE.EE

,J Threaded tee female D95$5E Nr 9E.EE

,& Threaded soc(et female DEE Nr =E.EE ,K Threaded soc(et female D&E Nr ,5E.EE

5E Threaded soc(et female D95 Nr =5E.EE

5 Threaded soc(et female D5E Nr ,E.EE

5= Threaded soc(et female D=5 Nr 5.EE

5- ?ipe reducer DEE$&E Nr ,.EE

5, ?ipe reducer D&E$5E Nr 9E.EE

55 @an!er supporter Set EEE.EE

59 oadin! and movin! material up ton .5E

Total for Bill o+ )@


Bill o+ * Light #lectricit!

0tem


Amount

'0nc+

Ta$es(

Audio material for class room

%udio armoured cable =$5mm= Em -9.EE

=

D=E ?UC conduit "immured line# m -E9.EE -

D=E ?UC conduit "visible line# m 5,.EE

Tele/hone s!stem

, Telephone system main panel EEE pairincludin! panels Lrone

Nr .EE



47/140

Section 4 - Bidding Forms 4-4(

5 Telephone system main panel EE pair includedpanels Lrone

Nr .EE

9 Telephone system main panel -E pair includedpanels Lrone

Nr =.EE

JSin!le tel outlet $r/ "flush wall bo$# Nr K.EE

& Telephone double soc(et outlet =$r/ on wall"flush wall bo$#

Nr J,.EE

K Telephone double soc(et outlet =$r/ under floor"flush bo$#

Nr =,.EE

E Cable =?


48/140

4-4) Section 4 - Bidding Forms

=& @DI soc(et @OE.,m Nr K&.EE

=K Cable 7S


49/140

Section 4 - Bidding Forms 4-4*

0$cavation of foundation pit width P m depth Pm soil !rade I

EEm- J.&&

= 0$cavation of foundation pit width P m depth Pm soil !rade I "calculated as manual e$cavation# m

-

,,9.K&

- 0$cavation of foundation for bracin! beamwidthQ-m depthQ -m soil !rade I talus -EX

EEm-

-.JJ

,0$cavation of foundation for bracin! beamwidthQ-m depthQ -m soil !rade I talus -EX"calculated as manual e$cavation#

m- -,,.=J

5 Soil bac(fillin! and levelin! soil !rade I EEm-

-.K

9 Based concrete for foundation slab widenessQ=5Ecm EE stone $=

m- ==&.,E

J Concrete for foundation width Q=5Ecm -EEstone $=

m- &5=.K=

& Concrete for foundation bracin! width Q =5Ecm-EE stone $=

m- ,==.9=

K

ormwor( for foundation bracin! EEm

=

-5.J&

E ormwor( for foundation !rilla!eEEm=

K.&J

Steel reinforcement for foundation !rilla!ebracin! dQEmm

ton 9.&E

=Steel reinforcement for foundation !rilla!ebracin! dQ&mm

ton =K.9

- Steel reinforcement for foundation !rilla!ebracin! dP&mm

ton KE.K9

, Concrete for column nec(in! -EE stone $= m- J9.E=

5 ormwor( for column nec(in!EEm=

,.59



50/140

4-&+ Section 4 - Bidding Forms

9 Steel reinforcement for column nec(in! dQ Emm ton 9.99

J Steel reinforcement for column nec(in! dQ &mm ton &.-&

& Steel reinforcement for column nec(in! dP &mm ton 5&.-&

K Concrete for wall bracin! -EE stone $= m- J-.KE

=E ormwor( for bracin! of foundationEEm=

9.J=

= Bric(in! for foundation cement mortar J5 m- K&.J5

== Brea(in! pile head m- 9&.JK

Connector bet:een /iles and foundation

=,Concrete widthRO=5Ecm -EE stonema$O=Emm slump ,


51/140

Section 4 - Bidding Forms 4-&1

9 ormwor( for s4uare rectan!le columnEEm=

J,.J

J Steel reinforcement for column dQEmm ton 95.=&

& Steel reinforcement for column dQ&mm ton K-.5-

K Steel reinforcement for column dP&mm ton ,9.&,

E Beam concrete -EE stone $= slump ,


52/140

4-&! Section 4 - Bidding Forms

=J 7einforcement for frame dP&mm ton .

=& Concrete stone $= cement mortar =EE m-,E.-

=K ormwor( for shutter EEm=

-.-&

-E 7einforcement for shutter ton ,.99

- Installin! shutter Nr ,E-&.EE

Perron< and inclined /ath E.EE

-=Concrete for inclined path and perron -EE stone$= slump de!reeO,


53/140

Section 4 - Bidding Forms 4-&%

cement mortar 5E

&Construction of lecture room wall thic(ness 5cm@Q5Em %%C bric( "5$=E$9E#cm cement mortar5E

m- =&&.=E

Stair

K Construction of stairs @P ,m bric( 95$E5$==cement mortar 5E fine sand

m- J&.9E

Class room /ul/it

EConstruction of lecture pulpit step bric(95$E5$== cement mortar 5E

m- -5.E

Total for Bill o+ 4


Bill o+ ; Finishing :or5

0tem


Amount

'0nc+

Ta$es( Class room /ul/it

Based concrete for foundation of pulpit concreteEE stone ,$9

m- J.=E

=Compacted blac( sand for foundation of pulpit m- =-,.5E

- loorin! with artificial ranit 9E$9E cementmortar J5 fine sand for class room

m= KJ5.5E

,

ypsum cellin! with hidden frame for class room m=

=59.9E

Stair

5 ?lasterin! stair thic(ness = cm cement mortar J5fine sand

m= =E.&E

9?avin! stair step with !ratino m= =E.&E

J abricatin! handrail from form steel hand railin!from steel pipe d9Emm

m= =5-.&E

&Installin! steel handrail m

=

=5-.&E

K0lectrostatic paint for handrail m= =5-.&E

Ceiling< flooring

Eypsum cellin! with protrudin! frame m= =95J.EE



54/140

4-&4 Section 4 - Bidding Forms

loorin! with artificial ranit 9E$9E cementmortar J5 fine sand

m= =9KKK.EE

= loorin! with artificial ranit ,E$,E cement

mortar J5 fine sandm= ,K9.KE

-loorin! with natural ranit for threshold m= =-J.-E

,?lasterin! cellin! cement mortar 5E fine sand m= ,&-K.EE

5?aintin! cellin! without puttyin! m= ,&-K.EE

9loorin! with anti


55/140

Section 4 - Bidding Forms 4-&&

=K ?lasterin! parapet wall thic(nessO.5cm cementmortar 5E

m= =J.=E

-E ?aintin! e$terior wall of buildin! otun ICI Dulu$or e4uivalents

m= =J.=E

-Color corru!ated roofin! thic(nessOE.,5mm

EE

m= 9.9E

-=abricatin! bo$ steel purlin &E$,E$=Emm ton .9E

--Installin! bo$ steel purlin ton .9E

-,?aint bo$ steel three layers of purlin m= E-.9E

-5 ?lasterin! concrete mortar to create inclined floor5E thic(nessO&Emm

m- JE.5E

-9 Tilin! roof floor without cement hardener finishin!thic(nessO=Emm cement mortar 5E

m= E-EK.EE

-J ?avin! buildin! tile =E$=E for heat resistant m= =-E.KE

-&?aint lin(ote for waterproofin! roof seno louver m= =,,E.EE

-K Smart plastic roof for li!htin! supported by formsteel frame "Bayer or e4uivalent#

m= 5J5.EE

,E @eat stren!thened !lass roof of hall with form steelframe

m= =59.&E

, ?lasterin! outdoor wall thic(nessO.5cm cementmortar 5E

m= -&5K.E

,= ?aint outdoor wall m= -&5K.E

,- ?lasterin! indoor wall thic(nessO.5cm cementmortar 5E

m= -9-9.EE

,,?aint indoor wall m= -9-9.EE

,5 acin! rustic tile =E$E for headin! wall cementmortar J5

m= =E5E.,E

Com/leting structure

,9 ?lasterin! column thic(nessO.5cm cement mortar5E sand IOE.J


56/140

4-&' Section 4 - Bidding Forms

5E Based concrete of three


57/140

Section 4 - Bidding Forms 4-&(

without heat insulation ?? 7al KE9 electrostaticpaint !lossy powder paint 5 years warranty

=

%


58/140

4-&) Section 4 - Bidding Forms

Two


59/140

Section 4 - Bidding Forms 4-&*

,?avin! yard with tile -EE$-EE m- 95E.EE

5Bric( masonry for curbin! cement mortar 5E m- -5.J=

9 ?avin! curb wall with !ranite stone cement

mortar J5 m=

5=.9E

J?lasterin! curb cement mortar J5 m= -9.J,

&?aintin! curb of flower bed m= -9.J,

White !ranito stone chair 9EE$&EE$,5E Nr 9&.EE

@an!er rubbish bin EEE$-&E$E-E Nr =.EE

Tree /lanting

K 0$cavation of hole width Qm depth Pm soil!rade I

m- K,.59

E Soil transportation distance Q5EEmEEm-

E.-,

Transportin! tree to hole distance E




60/140

4-'+ Section 4 - Bidding Forms

Bill o+ ? #$terior !ard

0tem


Amount

'0nc+

Ta$es(

Based concrete EE stone ,$9 m- -==.&,

=?avin! yard with tile m= =J5E.EE

-Bric( masonry for curbin! cement mortar 5E m- -.,

?avin! yellow stone cement mortar J5 m= 9KE.9&

, ?avin! with tile 5E$5E for curbin! wall cementmortar J5

m= 95.&E

5 ?lasterin! oton or e4uivalent curb cement mortarJ5 m= -59.E&

9?aintin! curb of flower tan( m= =K=.J&

J?lasterin! !ranito cement mortar J5 m= K&.=E

&Surface road concrete =EE stone ,$9 m- ,5,.5&

KChair surface concrete =EE stone $= m- .K&

E ormwor( EEm=

=.,E

abricatin! and installin! chair reinforcementdROEmm

Ton .E=

= Nylon linin! for concrete road m= =E9.EE

- ravel white pebble m= -5.=

, Steel net for holdin! soil m= ,EE.EE

5 Drivin! bamboo pile for holdin! soil EEm ,.EE

9 White !ranito chair 9EE$&EE$,5E Nr 9.EE

J Couple han!in! rubbish bin Nr ==.EE

Tree /lanting

&0$cavation of hole width ROm depth ROmsoil !rade I

m- ,&.E,



61/140

Section 4 - Bidding Forms 4-'1

K Tree transportin! to hole distance E


62/140

4-'! Section 4 - Bidding Forms

oundation e$cavation widthRO9m soil !rade I

EEm-

=.E=

= Soil e$cavation for tan( widthPm depthPmsoil !rade I"calculated as manual e$cavation#

m- 5E.5J

-

Soil bac(fillin! soil !rade I m

-

&,.=K ,

Sand bac(in! for stren!thenin! tan( foundation m- JJ.&

5 Drivin! bamboo pile len!thO-m soil !rade I"=5piles per m=#

EEm 9.J,

9Based concrete EE stone ,$9 m- 5.59

J Tan( concrete -EE stone ma$O=Emm slumpde!reeO,


63/140

Section 4 - Bidding Forms 4-'%

o+'0nc+

Ta$es(

oundation e$cavation soil !rade I

EEm-

.9,

= Soil e$cavation for tan( widthPm depthPmsoil !rade I"calculated as manual e$cavation# m

-

,E.&&

-Soil bac(fillin! soil !rade I m- 9&.,

,Sand bac(in! for stren!thenin! tan( foundation m- 95.5=

5 Drivin! bamboo pile len!thO-m soil !rade I"=5piles per m=#

EEm K&.=5

9Based concrete EE stone $= m- -.E

JTan( concrete -EE stone ma$O=Emm m- -=.9&

&ormwor( for tan( concrete

EEm=

.

KSteel reinforcement dROEmm ton =.J,

E Steel reinforcement dRO&mm ton E.J5

Bric( masonry for wall of tan( cement mortarJ5

m- 9=.=,

=?lasterin! inside tan( wall the first coatin!thic(ness of.5cm @Q,m cement mortar J5

m= ,9-.9-

-?lasterin! and tilin! inside tan( for the secondtime thic(nessO=cm cement mortar J5 yellowsand IP=

m= ,9-.9-

,)utside tan( wall plasterin! thic(nessO.5cm@Q,m cement mortar J5 fine sand IOE.J


64/140


65/140

Section 4 - Bidding Forms 4-'&

Total for Bill o+ .)


Bill o+ . 0n building :ater :or5

0temo+ Descri/tion 8nit 7uantit! "ate

Amount

'0nc+Ta$es(

Table lavabo "IN%


66/140

4-'' Section 4 - Bidding Forms

KChec( valve: D&E Nr =.EE

=E2nion male thread D5E "??7# Nr 9.EE

=2nion male thread D,E "??7# Nr &.EE

==2nion male thread D-= "??7# Nr -.EE

=-2nion male thread D=5 "??7# Nr 9E.EE

=,2nion male thread D=E "??7# Nr ,5.EE

=5Soc(et D95"??7# Nr 9.EE

=9Soc(et D5E"??7# Nr =.EE

=J Soc(et D,E"??7# Nr =.EE

=&Soc(et D-="??7# Nr 9J.EE

=KSteel soc(et: D,E Nr ,5.EE

-ESoc(et male thread D5E"??7# Nr 9.EE

-Soc(et male thread D,E "??7# Nr &.EE

-= Soc(et male thread D-= "??7# Nr 9.EE

--Soc(et male thread D=5 "??7# Nr 9E.EE

-,Soc(et male thread D=E "??7# Nr &E.EE

-5Tee D95$5E "??7# Nr 9.EE

-9Tee D95$,E "??7# Nr =.EE

-JTee D95$-= "??7# Nr =.EE

-&Tee D5E$=5 "??7# Nr =,.EE

-KTee D5E$=E "??7# Nr =.EE

,ETee D,E$,E "??7# Nr =.EE

, Tee D,E$=5 "??7# Nr =,.EE



67/140

Section 4 - Bidding Forms 4-'(

,=Tee D,E$=E "??7# Nr =.EE

,-Tee D-=$-= "??7# Nr =.EE

,, Tee D-=$=5 "??7# Nr =.EE

,5Tee D-=$=E "??7# Nr ,E.EE

,9Tee D=5$=5 "??7# Nr -E.EE

,JTee D=5$=E "??7# Nr 9.EE

,&Tee D=E$=E "??7# Nr -.EE

,KTee D=5$5 "??7# Nr 5E.EE

5ETee D5$5 "??7# Nr =9E.EE

5Tee female thread D=5$5 "??7# Nr KE.EE

5=Tee female thread D=E$=E "??7# Nr -5.EE

5-Tee female thread D=E$5 "??7# Nr ,E.EE

5,Tee female thread D5$5 "??7# Nr 9E.EE

55Tee steel DEE$EE Nr .EE

59Tee steel D&E$&E Nr =.EE

5JTee steel D&E$,E Nr 9.EE

5&Tee steel D,E$-= Nr =.EE

5K0lbow "??7# D95 Nr =.EE

9E 0lbow "??7# D5E Nr 9.EE

90lbow "??7# D,E Nr -9.EE

9=0lbow "??7# D-= Nr &.EE

9-0lbow "??7#D=5 Nr ==E.EE



68/140

4-') Section 4 - Bidding Forms

9,0lbow "??7#D=E Nr =-,.EE

950lbow "??7# D5 Nr ,&5.EE

990lbow female thread D5 "??7# Nr 99E.EE

9J0lbow steel DEE Nr ,.EE

9&0lbow steel D&E Nr .EE

9K0lbow steel D,E Nr &.EE

JE0lbow steel D-= Nr =,.EE

J7educer "??7# D5E$,E Nr 9.EE

J= 7educer "??7#D5E$-= Nr =.EE

J-7educer "??7#D-=$=5 Nr 9.EE

J,7educer "??7#D=5$=E Nr -.EE

J57educer "??7#D=5$5 Nr ,.EE

J97educer "??7#D=E$5 Nr =E.EE

JJ 7educer steel D&E$,E Nr =.EE

J&7educer steel DEE$95 Nr =.EE

JKle$ible /oint DEE Nr =.EE

&Ele$ible /oint D&E Nr =.EE

&lan!e DEE Nr &.EE

&=lan!e D&E Nr 9.EE

&-lan!e D,E Nr 9.EE

&,Caps D95 Nr 9.EE

&5Caps D-= Nr E.EE

&9 Caps D=E Nr ,.EE



69/140

Section 4 - Bidding Forms 4-'*

&JCaps D5 Nr =,&.EE

&&Cold water pipe D95


70/140

4-(+ Section 4 - Bidding Forms

5 Tee -5o: dE3KE Nr -J.EE

9 Tee -5o: dE3,= Nr =,.EE

J Tee -5o: dKE3KE Nr ,JK.EE

& Tee -5o: dKE3,= Nr KE.EE

K Tee -5o: dKE3-, Nr 9.EE

=E Test point T: dE Nr &E.EE

= Test point T: dKE Nr =E.EE

== Tee KEo: d,E3,E Nr =.EE

=- Tee KEo: dE3E Nr 9.EE

=, Tee KEo: dE39E Nr =.EE

=5 Tee KEo: dKE3KE Nr J=.EE

=9 Tee KEo: d9E39E Nr &&.EE

=J Tee radius KEo: dE3,E Nr -9.EE

=& 0lbow -5o: d,E Nr &.EE

=K 0lbow -5o: dE Nr ,=E.EE

-E 0lbow -5o: dKE Nr ,5&.EE

- 0lbow -5o: d,= Nr -=.EE

-= 0lbow -5o: d-, Nr ,E9.EE

-- 0lbow KEo: d9E Nr 5E.EE

-, 0lbow KEo: d,= Nr =9,.EE

-5 0lbow KEo: d-, Nr JK.EE

-9 7educer d,E3E Nr =.EE

-J 7educer dKE3,= Nr -E.EE

-& 7educer dKE3-, Nr J&.EE

-K ?ipe u ?UC < ?N& d=EE EEm =.9E

,E ?ipe u ?UC < ?N& d,E EEm .&E

, ?ipe u ?UC < ?N& dE EEm K.=E

,= ?ipe u ?UC < ?N& dKE EEm -.E

,- ?ipe u ?UC < ?N& d9E EEm =.KE

,, ?ipe u ?UC < ?N& d,= EEm E.5& ,5 ?ipe u ?UC < ?N& d-, EEm E.K5

,9 loor clean out dE Nr K.EE

,J loor clean out dKE Nr K.EE

,& Ceilin! clean out dE Nr -E.EE

,K Ceilin! clean out dKE Nr K5.EE

"ain :ater drainage '8P1C-P?(



71/140

Section 4 - Bidding Forms 4-(1

5E 7oof drain: d9E Nr &K.EE

5 Balcony drain:d9E Nr K&.EE

5= 0lbow KEo: d9E Nr K&.EE

5- 0lbow -5o: d,E Nr =.EE

5, 0lbow -5o: dE Nr ,-9.EE

55 Tee -5o: d=EE3=EE Nr 9.EE

59 Tee -5o: d=EE3E Nr -9.EE

5J Tee -5o: d=EE3KE Nr =.EE

5& Tee -5o: d,E3E Nr =.EE

5K Tee -5o: dE3E Nr 9E.EE

9E Tee -5o: dE39E Nr JE.EE

9 Tee -5o: dKE39E Nr =.EE

9= loor clean out: dE Nr =.EE 9- 7educer d=EE3,E Nr 9.EE

9, 7educer d=EE3E Nr 9.EE

95 Test point: dE Nr KE.EE

99 ?ipe u ?UC < ?N& d=EE EEm ,.E

9J ?ipe u ?UC < ?N& d,E EEm E.&E

9& ?ipe u ?UC < ?N& dE EEm &.&E

9K ?ipe u ?UC < ?N& dKE EEm E.J9

JE ?ipe u ?UC < ?N& d9E EEm .9

Total for Bill o+ .*Carried orward to rand Summary+

Bill o+ .. #lectric :or5

0tem

o+Descri/tion 8nit

7uantit

!"ate

Amount

'0nc+

Ta$es(

0ndoor electricit!

Classroom ceilin! han!in! neon lampT&


72/140

4-(! Section 4 - Bidding Forms

5 7ecessed mountin! T&


73/140

Section 4 - Bidding Forms 4-(%

=9 0lectrical wire E.9


74/140

4-(4 Section 4 - Bidding Forms

,9ed luminaire outdoor li!htin! -Ew < ip95 set &.EE

,J 0lectrical wire E.95=roundin! steel wire DE8inc < !alvanised m EEE.EE

5-roundin! flat steel wire ,E$, m -5.EE

5,Twist plastic pipe d,E3-E EEm J.EE

Lighting /ole foundation E Distribution bo$

55 Di!!in! pole foundation widthQm depthQm soillevel I

m- &.J=

59Soil bac(fillin! LOE.K5

EEm-

E.E-

5JBased concrete EE stone ,$9 m- .=

5&Concrete for foundation stone $= 5E m- .K&

5KConcrete for foundation nec(in! stone $= =EE m- E.E

9E0ncasement for cast


75/140

Section 4 - Bidding Forms 4-(&

950$cavation of foundation soil !rade I

EEm-

-.=-

990$cavatin! soil soil !rade I"manual e$cavation# m- &E.9,

9JSoil bac(fillin! LOE.K5

EEm- -.5,

utdoor electric cable

9&Cable copper core "Sunco Cadivi or e4uivalent#?0 insulated ?UC out


76/140

4-(' Section 4 - Bidding Forms

&-roundin! neutral connectin! copper cable JEmm= EEm E.55

&,Specialty copper !roundin! !ripper Nr 9.EE

&57educin! chemical resistivity "!em#

pac(a!e 5.EE

Lightning /rotection s!stem

&9 JEmm= copper cable for li!htnin! conductor anddraina!e

EEm .=5

&Jroundin! strip copper =5$-mm m -.EE

&&roundin! chec(bo$ bo$ =.EE

&Kroundin! copper plate steel pile d, =,m lon! Nr 5.EE

KESet of specialty copper !roundin! !ripper set 5.EE

KSet of stainless steel coupler -m $ d,= $ -mm set .EE

K=Bearin! bloc( for li!htnin! receivin! e4uipment set .EE

K-itter of cable terminal to !roundin! system set =.EE

K,Set of !uy robes ri!!in! screws cable nuts set =.EE

K5%ccessories fi$in! li!htnin! cable Nr 9E.EE

K9Belt fi$in! cable into li!htnin! needle Nr E.EE

KJSpray


77/140

Section 4 - Bidding Forms 4-((

o+'0nc+

Ta$es(

"efrigerant /i/e drain /i/e

Co//er /i/e and insulation

Copper pipe D K5mm EEm J.E5

=Copper pipe D 5Kmm EEm J.E5

-Copper pipe insulation dOK5mm EEm J.E5

,Copper pipe insulation dO5Kmm EEm J.E5

P1C drain /i/e and insulation

5D =Jmm EEm ,.-J

9 Copper pipeD ,&mm EEm -.5=

J?ipe insulation D =Jmm EEm ,.-J

&?ipe insulation D ,&mm EEm -.5=

ther materials

K0lbow ?UC D=J Nr &E.EE

ETee ?UC D,&$=J Nr 5E.EE

=Tee ?UC D=J$=J Nr -E.EE

-Steel channel< base for outdoor unit set &E.EE

,Control wire: cu3?UC3?UC"=$.5#mm= m JE5.EE

5%u$iliary materials set .EE

Air %entilation s!stem

9Duct JEE$-5E m =.EE

JDuct -EE$=EE m =K.EE

&Duct =EE$=EE m E.EE

Ku?UC ?ipe D5E m ,5.EE

=E u?UC ?ipe DEE m =E.EE



78/140

4-() Section 4 - Bidding Forms

=le$ible duct D5E m =E.EE

ther materials

==

%ir inlet !rill:=5E$=5E Nr =E.EE =-

%ir e$haust louver with insect control !rill &EE$5EE Nr 9.EE

=,Sheet air bo$: =5E$=5E$=5E Nr =E.EE

=5Canvas /oint: JEE$-5E to D5EE Nr 9.EE

=9Canvas /oint: 95E$5EE to 95E$5EE Nr 9.EE

=JUolume control damper: D5E Nr =E.EE

=&Uolume control damper: -EE$=EE Nr -E.EE

=KUolume control damper: =EE$=EE Nr -E.EE

-Eire damper: -EE$=EE Nr -E.EE

-ire damper: =EE$=EE Nr -E.EE

-=ire damper: DEE Nr 5.EE

-- 0lbow KE: -EE$=EE Nr -E.EE

-,0lbow KE: =EE$=EE Nr -E.EE

-50lbow KE: DEE Nr =E.EE

-90lbow KE with turnin! vanes: JEE$-5E Nr 9.EE

-J7educer duct: JEE$-5E3D5EE3lO-EE Nr 9.EE

-&

Duct branch: D5E3lO5E Nr =E.EE -K

Duct han!er and support made from an!le iron Nr -,5.EE

,E%u$iliary materials set .EE

Total for Bill o+ .4




79/140

Section 4 - Bidding Forms 4-(*

Bill o+ .; Fire alert and Firefighting s!stem

0tem


Amount

'0nc+

Ta$es(

@alo!en lamp ==EU


80/140

4-)+ Section 4 - Bidding Forms

=Strainer D5E Nr .EE

==le$ible connection DEE Nr =.EE

=- le$ible connection D95 Nr =.EE

=,le$ible connection D5E Nr =.EE

=5oot valve DEE Nr =.EE

=9oot valve D5E Nr .EE

=Jire hydrant standpipe Nr .EE

=& ire hose reel bo$ "includin! E hose reel < -Emlen!th DN5E' E valve DN5E E no88le D-# set E,.EE

=KCold water steel pipe D-= EEm E.E5

-Einc


81/140

Section 4 - Bidding Forms 4-)1

,-inc


82/140

4-)! Section 4 - Bidding Forms

,Cable utp cat.9 ,pair< Em -5E.EE

5umper lO=m< Em -.EE

9 umper lO=m< Em -.EE

Jac( r/ "einforced concrete /iling

0tem


Amount

'0nc+

Ta$es(

Load test of /ile D;**

obili8ation and demobili8ation e4uipment "robot# set .EE



83/140

Section 4 - Bidding Forms 4-)%

=Supply and transportation of ?@C pile 5EE class %,piles O,K.,m

m KJ.9E

-Drivin! ?@C pile D5EE class % E, piles O,K.,m?minO=J5T ?ma$O--ET

m KJ.9E

,

Static load test ?@C pile D5EE class % , piles Test

loadO==ET pile ,.EE

Load test of /ile D=**

5Supply and transportation of ?@C pile D9EE class %9 piles O,J.Km

m =&J.,E

9Drivin! ?@C pile D9EE class % E9 piles O,J.Km?minO=J5T ?ma$O--ET

m =&J.,E

JStatic load test of ?@C pile D9EE class % TestloadO==ET

pile 9.EE

Dri%ing /ile D;** for :ater tan5

& obili8ation and demobili8ation e4uipment "robot# set =.EE

K Supply and transportation of ?@C D5EE class % -=piles O,5m3pile

m ,,E.EE

EDrivin! ?@C pile D5EE class % -E pilesO,5m3pile en!th of driver pile used O -m?minO=J5T ?ma$O--ET

m 5-9.EE

illin! up pile head ?@C D5EE class % with sand -Epiles O-m3pile

pile -=.EE

Dri%ing /ile D=**

=Supply and transportation of ?@C D9EE en!th O,5.5m",9E piles of type #' en!th O,-.Jm"E& pilesof type =#'

m =59,K.9E

-Drivin! ?@C pile D9EE class % en!th of driverpile used O .K5m",9E piles of type #' en!th ofdriver pile used O-.95m"E& piles of type =#'

m =9K,E.&E

,illin! up pile ?@C D9EE head with sand ?ile type ",9E piles O.K5m3pile#' ?ile type = "E& pilesO-.95m3pile#

pile 59&.EE

Total for Bill o+ .>


Bill o+ .? Foundation :or5

0temo+

Descri/tion 8nit 7uantit! "ateAmount

'0nc+

Ta$es(

Brea(in! 7C pile heads m- J=.J=

= Concrete connectin! piles and pile !rilla!e -5E m- =E=.K9

- Steel reinforcement for connectin! concrete ton ,.K9

, 0$cavation of foundation soil !rade I EE ,-.-9



84/140

4-)4 Section 4 - Bidding Forms

m-

50$cavation of foundation soil !rade I "calculated asmanual e$cavation#

m- E&,.E=

9 0$cavation of buildin! foundation soil !rade I EEm- 5.KJ

J

0$cavation of buildin! foundation width Q-m

depthQm soil !rade I "calculated as manuale$cavation#

m- ,K.=-

& ean concrete EE stone ,$9 width P=5Ecm m- ,,.J9

K ean concreteEE stone ,$9 width Q=5Ecm m- ,,.,9

Efoundation concrete -5E stone $= widthP=5Ecm

m- =,-K.JJ

oundation concrete -5E stone $= foundationwidth Q=5Ecm

m- ,&,.&9

= Concrete for wall -5E stone $= width Q=5Ecm m- E.,&

-Concrete -5E for column nec(in! stone $=width Q=5Ecm

m- K9.

, ormwor( for beam foundation bracin! beam EEm= =5.=K

5 ormwor( for foundation !rid EEm= =9.,&

9 ormwor( for column nec(in! EEm= 5.KJ

J Steel reinforcement for foundation dQEmm ton =J.=K

& Steel reinforcement for foundation dQ&mm ton ,5.K

K Steel reinforcement for foundation dP&mm ton 5-.,-

=EConstruction of foundation bric( 95$E5$==thic(ness P--cm cement mortar J5

m- ,E.=&

=Construction of foundation bric( 95$E5$==thic(ness Q--cm cement mortar J5

m- &.&

== Concrete for base "first floor# stone =$, 5E m- 9E.K=

=- Soil fillin! for base LOE.KE EEm- =,.,,

=,Soil fillin! LOE.KE "soil fillin! up to natural !roundlevel#

EEm- =K.E-

Total for Bill o+ .?


Bill o+ .@ "einforced concrete :or5

0tem

o+

Descri/tion 8nit 7uantit! "ate

Amount

'0nc+

Ta$es(

Column concrete -5Estone $= SPE.m=@Q5Em m- E,=.E9

= ormwor( for s4uare column @ Q5Em EEm= JK.&K

- Steel reinforcement d QEmm @Q5Em ton 55.-,

, Steel reinforcement d P&mm@ Q5Em ton K.5-

5Concrete for wall -5E stone $= thic(nessQ,5cm @Q5Em

m- 9-K.&



85/140

Section 4 - Bidding Forms 4-)&

9 ormwor( for wall @Q5Em EEm= =.EK

J Steel reinforcement for wall dQEmm @Q5Em ton &E.,K

& Steel reinforcement for wall dQ&mm @Q5Em ton 9K.-5

K Steel reinforcement for wall dP&mm @Q5Em ton J.9

E Concrete beam -5E stone $= @Q5Em m- K=9.=J

ormwor( for beam@Q5Em EEm= ,9.J9 = Steel reinforcement for beam dQEmm@Q5Em ton &-.J5

- Steel reinforcement for beam dQ&mm@Q5Em ton E,.5,

, Steel reinforcement for beam dP&mm@Q5Em ton =-5.E-

5 loor and 7oof concrete -5E stone $= @Q5Em m- -,J&.5J

9 ormwor( for floor and roof slab @Q5Em EEm= =K&.&

JSteel reinforcement for floor and roof slab@Q5Emd QEmm

ton -&K.K,

&Steel reinforcement for floor and roof slab@Q5EmdPEmm

ton .=

K Stair concrete =5E stone $= m

-

J9.= =E ormwor( for staircases EEm= K.5

= Steel reinforcement for staircases dQEmm@Q5Em ton -.E,

== Steel reinforcement for staircases dPEmm@Q5Em ton K.-E

=- intel concrete=5E stone $= m- ,=.,,

=, ormwor( for lintel EEm= =&.5,

=5 Steel reinforcement for lintel dQEmm@Q5Em ton 9.==

=9 Steel reinforcement for lintel dPEmm@Q5Em ton =.KE

Total for Bill o+ .@


Bill o+ 4* Bric5 masonr! :or5

0tem


Amount

'0nc+

Ta$es(

Construction of strai!ht bric( wall bric( thic(nessEEmm %%C bric( E$=E$9Ecm @Q5E m cementmortar 5E

m- 9-5.J,

=Construction of strai!ht bric( wall bric( thic(ness5Emm %%C bric( 5$=E$9Ecm @Q5E m cementmortar 5E

m- 5E=.=-

- Strai!ht wall bric( 95$E5$== thic(nessQ--cm@Q5Emcement mortar 5E

m- &,E.,-

,Strai!ht wall bric( 95$E5$== thic(nessQcm@Q5Em cement mortar 5E

m- =EJ&.K5

5Strai!ht wall bric( 95$E5$== thic(nessP--cm@Q5Em cement mortar 5E

m- ,J.9-

Total for Bill o+ 4*




86/140

4-)' Section 4 - Bidding Forms

Bill o+ 4) Finishing :or5

0tem


Amount

'0nc+

Ta$es(

Finishing :or5 for the first floor 0nterior /lastering

?lasterin! pillar thic(ness 5cm cement mortar5E

m= =K5.9E

= ?lasterin! inside wall thic(ness 5cm cementmortar 5E

m= -EE,.J=

-?aintin! beam ceilin! column inside wall usin!otun ICI Dulu$ or e4uivalents first coatin! and =over coatin!.

m= -5K-.-K

#$terior /lastering

, ?lasterin! column pillar staircases verticalsunshine splint thic(ness 5cm cement mortar 5E m

=

==9.=J

5?lasterin! outside beam cement mortar 5E m= =5&.E,

9 ?lasterin! outside wall thic(ness 5cm cementmortar 5E

m= E-J.5,

J ?aintin! outside wall "paint otun ICI Dulu$ ore4uivalents#first coatin! and = over coatin!.

m= 5=.&5

Floor tiling

& loor tilin! with ranite tile 9EE$9EEmm"Ceramic?rime Ui!lacera or e4uivalent#

m= ,==K.E9

K Tilin! floor of bathroom with anti


87/140

Section 4 - Bidding Forms 4-)(

J ?lastic dividin! board for male urinal in public WCfloor

m= J.E9

&Tilin! surface bearers with !ranite tile m= J.5=

K Steel frame supportin! !ranite bearer in public WC

floor set ,.EE

=E@ole cutter for !ranite bearers in public WC floor holes =.EE

Finishing :or5 for u//er floors

=?lasterin! beams cement mortar 5E m= 955-.=5

==?lasterin! ceilin! cement mortar 5E m= 99-.5J

=- ?lasterin! pillar thic(ness 5cm cement mortar5E

m= 5K9.K,

=, ?lasterin! main pillar thic(ness 5cm cementmortar 5E

m= &E-.==

Plastering interior :all 'floors to ?(

=5 ?lasterin! inside wall thic(ness 5cmcementmortar 5E

m= 9J,K-.J=

=9 ?aint beam ceilin! column inside wall first coatin!and = over coatin!s evis or e4uivalent paint

m= KK.--

=JTilin! toilet wall in habitable rooms with tile=5E$,5E hei!ht of =Jm cement mortar J5"Ceramic ?rime Ui!lacera or e4uivalent#

m= ==9=K.9E

Plastering e$terior :all from floors to ? '7t!3 >

floors(

=& ?lasterin! outside column thic(ness 5cm cementmortar 5E

m= -9-.&K

=K ?lasterin! outside beam "floors = to thic(ness5cm cement mortar 5E

m= -5.=E

-E ?lasterin! outside wall "floors = to thic(ness5cm cement mortar 5E

m= &-,.-

- ?aint outside wall " floors = to first coatin! and= over coatin!s evis or e4uivalent paint

m= &E9.J

-=?lasterin! window cornice cement mortar 5E m J59.EE

-- ?aint outside wall first coatin! and = over coatin!s floors = to & evis paint or e4uivalent

m= =E5&.E,

Pa%ing floors from to ?

-,Tilin! floor with !ranite tile 9EE$9EEmm m= 9-,E.EJ



88/140

4-)) Section 4 - Bidding Forms

-5Tilin! bathroom with anti


89/140

Section 4 - Bidding Forms 4-)*

Pa%ing roof floor

5-Tilin! anti


90/140

4-*+ Section 4 - Bidding Forms

JE 0levator ca!e : pavin! the wall with natural !ranitetile fi$ed by stainless steel plu!

m= 9&&.5J

J ?ipe steel for handrail D9E m ,,-.E9

J=?avin! floor with tile 9E$9Ecm m= -&9.&5

J- loor mortar finishin! without cement hardenerfinishin! thic(ness -Ecm cement mortar 5E

m= =EE.E9

J, loor mortar finishin! without cement hardenerfinishin! thic(ness =Ecm cement mortar 5E

m= &9.JK

J5Concrete 5E stone =$, for base m- =,.,K

J9

Concrete 5E stone $= for base m-

95.-9

JJBased concrete stone ,$9 widthQ=5E cm !rade EE m- ,.&9

J&Sand bac(fillin! LOE.K5 EEm- ,.K

JK Bric( construction of -


91/140

Section 4 - Bidding Forms 4-*1

&K?aintin! steel items with - coatin! m= ==5.9=

KE abrication and installation of blue transparencysafety !lass thic( cmfor hall roof at the st floor

m= ==5.9=

K?lasterin! beam of roof of hall m= ,5.-&

K=?lasterin! round column in hall m= ,E.EE

K-Bolt Nr ,E.EE

Scaffolder

K, Installation of steel scaffolder outside scaffolderhei!ht Q5Em

EEm=

5&,.-5

K5 Installation of steel scaffolder inside scaffolderstandard hei!ht of -9m

EEm=

-K.K,

K9Transportin! of tiles Em= -EJ=.9=

KJTransportin! of !lasses Em= =9.K,

K&Transportin! of paints Ton ,-.KE

KKTransportin! of cement Ton ,=.&K

Total for Bill o+ 4)


Bill o+ 4 Door and Windo:

0tem


Amount

'0nc+

Ta$es(

) abrication and installation for plastic with steel corewall safety !lass 9-&mm

m= 9,J.&K

= abrication and installation for !lass aluminum wallsafety !lass 9.-&mm m

=

5J.J5

- abrication and installation for !lass aluminumwindow safety !lass 9-&mm

m= ==E9.,,

, abricatin! and installin! u?UC steel core doorsafety !lass thic(nessO9.-&mm

m= 5J-,.59

5 rame connectin! bar cp9 for door plastic wall withsteel core

m= J5=5.9E



92/140

4-*! Section 4 - Bidding Forms

9%ccessories for u?UC door m= =KEE.EE

J%ccessories for plastic window with steel core m= 59E.EE

& abrication and installation for plastic door with steel

core safely !lass 9-& 0mer!ency doors.m= -&.=,

K abrication and installation for plastic door with steelcore safely !lass 9-& 7ubbish room doors

m= J.K=

E abrication and installation of plastic with steel coredoor safety !lass 9-&mm Doors for stairs

m= =-.E,

Total for Bill o+ 4


Bill o+ 4. 6uarding station

0tem


Amount

'0nc+

Ta$es(

Foundation

0$cavation of foundation of column width Pmdepth Pm soil !rade I

m- E.,&

= Di!!in! foundation width Q-m depthQm soil!rade I

m- =J.J=

-Sand bac(fillin! LOEK5

EEm-

=.J-

,Based concrete EE stone ,$9 m- .&

5 oundation concrete 5E stone $= m- -.

9ormwor( for concrete foundation of column EEm= E.-

Jormwor( for cast


93/140

Section 4 - Bidding Forms 4-*%

-Steel reinforcement dQ&mm ton E.=

Beam

,Concrete for beam stone $= 5E m- .

5ormwor(

EEm=

E.=E

9Steel reinforcement dQEmm @Q,m ton E.E=

JSteel reinforcement dQ&mm ton E.&

"oof floor

&Concrete of roof slab stone $= !rade 5E m- .--

Kormwor( of roof slab

EE

m= E.

=ESteel reinforcement dQEmm @ Q,m ton E.=

Lintel

=intel concrete stone $= !rade 5E m- E.5=

==ormwor(

EEm=

E.E,

=-Steel reinforcement of lintel dQEmm ton E.E=

=, Steel reinforcement of lintel dPEmm @Q,m ton E.EJ

Finishing

=5 Bric( masonry bric( 95$E5$== thic(Q-- cmhei!htQ,m cement mortar !rade J5

m- 5.&E

=9?avin! ceramic tile m= .E9

=J?lasterin! ceilin! cement mortar !rade J5 m= .E9

=&?aintin! waterproof si(a mortar m= .E9

=K?lacin! 9 hole bric( for heat reducin! m= .E9

-ECement mortar J5 thic( ,cm for an inclined roof m= .E9

-Tilin! Tile -EE$-EEmm m= .E9



94/140

4-*4 Section 4 - Bidding Forms

-= ?lasterin! outside wall thic(ness 5 cm cementmortar !rade J5

m= =&.&K

-- ?lasterin! inside room thic(ness 5 cm cementmortar !rade J5

m= -.&

-, ?lasterin! column stair thic(ness 5 cm cementmortar !rade J5 m= E.E-

-5?lasterin! beam cement mortar J5 m= =E.9

-9?aintin! beam ceilin! column wall inside withotun ICI Dulu$ or e4uivalents one first coatin! =over coatin!

m= 9.-&

-J ?aintin! outside wall first coatin! and = overcoatin! otun ICI Dulu$ or e4uivalents

m= =&.&K

Door and :indo:

-& ?lastic door with steel core transparency !lass 5 mm

thic( m

=

.J

-K ?lastic window with steel core transparency !lass5mm thic(

m= K.JJ

Total for Bill o+ 4.


Bill o+ 44 6arden

0tem


Amount

'0nc+

Ta$es(

0$cavation of foundation curb soil !rade I m- 9.&9 = Bric( bro(en concrete based concrete for curb m- 5=.E5

- Curb pre


95/140

Section 4 - Bidding Forms 4-*&

, ?lantin! Cycas revolute alluvial soil -E$-E Tree J.EE

5 ?lantin! %!laia duperreana alluvia soil -E$-Ecm tree 5-.EE

9 ?lantin! oran!e /asmine tree 5EE.EE

J ?lantin! Cuban 7oyal ?alm tree ,-.EE

& ime whitin! for tree1s stump tree 9=E.EE

K Irri!atin! within 5 days distance P EEmEEEtrees

E.9=

=E aintain treesE

trees* &inancial (esources (e+uirement

Bidder "or each U partner# should provide information indicated below in order to calculate the a!!re!ated financialresources re4uirement which re4uirement e4uals the sum of: "i# the Bidder1s "or each U partner1s# currentcommitments on all contracts that have been awarded or for which a letter of intent or acceptance has been received or

for contracts approachin! completion but for which an un4ualified full completion certificate has yet to be issued and"ii# financial resources re4uirement for sub/ect contract as determined by the 0mployer. Bidder must also disclose anyother financial obli!ations that could materially affect the implementation of sub/ect contract if suc contract ere to2e aarded to te Bidder$

3inancial 4esources 4e*uirement

1$emainin" contract period to be calculated from %& da#s prior to bid submission deadline.

%$emainin" 'utstandin" (ontract )alues to be calculated from %& da#s prior to the bid submission deadline U+ equivalent based on

the forei"n e-chan"e rate as of the same date.

/0idder should calculate this amount based on the followin" formula % - +um of 2onthl# 3inancial $esources $equirements for

4ach (urrent 5or!s (ontract


o+ame of

Contract

#m/lo!er2s

Contact

'Address< Tel