Boq Housing

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15 Storey Building of A Type' Project in Baghdad

S.No. Details Unity

8

8.1 No.

8.2 No.

8.3 No.

Ø All works will be done in keeping with Iraqi technical specifications (IGT!1""3

Ø All &aterials will be s%b'ect to laborator tests.

Ø )aps!graphs will be the basis in case of difference!$ariation between plans and

Ø *ables will be laid on cable tras in corridors and %nder the false ceiling for cabl

Ø All electrical works sho%ld be tested with the official appro$al of s%per$ising en

Ø All works will be done in -eeping with the conditions of the ci$il engineeringw

Section ight! lectrical "or#s$all electrical "or#s "ill %e done using plastic pipes

è %ppl &aterials+ installation of &ain distrib%tion

boards (./.A# of the tpe that &a be fi0ed on gro%ndand the c%t o%ts will be of egrand tpe of G andrench A//.

è )etal cabinet &ade of &etal plates+ 2.4 &&

thickness+ anti r%st painted in Gre colo%r.

è )ain c%t o%t three phase+ 455 A&pere+ one

è 6istrib%tion roads with ne%trali7er and earth capable

of 855 A&pere.

è %bc%to%t+ three phase+ 3 A&pere+ 29

è %ppl of &aterials+ installation and testing of &aindistrib%tion bond of the tpe that &a be fi0ed on thegro%nd and the c%t o%ts of egrand consisting of )Gand rench A//.

è )etal cabinet &ade of &etal plates of 2.4 &&

thickness and antir%st painted in Gre.

è )ain c%to%t+ three phase+ 455 A&pere+ one.

è 6istrib%tion roads with ne%trali7er and earth+

capacit 855 A&pere.

è %bc%to%t+ three phase+ 3 A&pere+ 1.

è %b c%to%t+ three phase+ 24 A&pere+ 8

è %ppl of &aterials+ installation and testing of &ain

distrib%tion board (./.*# of the tpe that &abe fi0edon gro%nd and c%to%ts will be rench egrandconsisting of )G and A//.

è )etal cabinet &ade of &etal plates+ 2.4 &&

thickness antir%st painted in Gre.

è )ain c%t o%t+ three phase+ 955 A&pere+ one



8.9 No.

8.4

*able 9: 15&&2 )T 3555

8.

No.

No.

No.

No.

No.

No.

è 6istrib%tion roads with ne%trali7er and earth+

capacit 855 A&pere.

è %bc%to%t+ three phase+ 3 A&pere+ 25.

è %ppl of &aterials+ installation and testing of

distrib%tion board (6/# of original ;nglish *ropteritpe with 18+ three phase as per appro$al of

s%per$ising engineer

%ppl of &aterials+ laing and installation thro%gh cages or laing the&%nder roo& floor inside plastic pipes or thro%gh &anholes 85:85 c&+interred with soil. The price will incl%de laing of pipe in appropriate si7efor the passage of feeder cable with all other accessories or laing the& oncable tras in corridors and %nder the secondar ceilings of the cables+

N,, tpe+ foreign &ade+ as per the graph and instr%ctions of s%per$isingengineer in the following si7es.

*able 9:125&&2 )T 255

%ppl of &aterials and &aking lighting+ points+ it incl%des la!e0tendingwires of (1:1.4# &&2 < (2.4:1# &&2 inside plastic pipes fro&distrib%tion boards to the switch points and e0tending wire (witho%t

A# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res (5:5# of the tpe that &a be fi0ed in the

secondar ceiling+ T%rkish &ade+ as per the appro$al ofthe s%per$ising engineer.

/# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res (spot light 18 watt# of the tpe that &a befi0ed in the secondar ceiling+ T%rkish &ade+ as per the*# %ppl of &aterials+ fi0ing of ceiling plate with 3watt b%lb as per appro$al of s%per$ising engineer.

6# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res (sport light 18 watt of the tpe fi0ed thesecondar ceiling+ T%rkish &ade+ as per appro$al of

s%per$ising engineer.

;# %ppl of &aterials+ fi0ing and testing of lighting/racket 18 watt of wall tpe+ T%rkish &ade+ as perappro$al of s%per$ising engineer.

# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res /racket 18 watt of wall tpe+ T%rkish+ as perappro$al of s%per$ising engineer.



8.= No.

8.8 No.

8." No.

8.1 No.

8.11 No.

8.12 No.

8.13 No.

8.19 No.

8.14 No.

%ppl of &aterials+ &aking co&plete block switch points+ incl%dinglaing wire (1.1.4# < (2.4:1#2 &&2 inside plastic pipes fro& distrib%tion

board to switch with switch of 13A si7e+ cropetr+ bo0ed and all the&aterial req%ired in the work.

%ppl of &aterials+ &aking co&plete block switch point incl%ding laing

wire &&2 (1:1.4#<(2.4:1#2 inside plastic pipes fro& distrib%tion boardto switch with switches of 13A si7e+ cropetr tpe+ bo0es+ and all the&aterials req%ired in the work

%ppl of &aterials and &aking gser points or switch point 24 a&pereincl%ding laing wire &&2 (1:2.4#<(1:9#2+ foreign &ade inside plastic

pipes in appropriate si7e+ fro& distrib%tion board to the point with switch24 a&pere+ )- tpe.

%ppl of &aterials+ &aking co&plete fan point incl%ding laing cableinside plastic pipes to the point with switch of foreign &ake.

%ppl of &aterials+ fi0ing and testing of e0ha%st fan of 12 inch si7e+)alasian+ with &aking an e0ha%st point %sing wire of &&2 (1:2.4#2si7e inside plastic pipes with the ceiling as per appro$al of s%per$isingengineer.

%ppl of &aterials+ pro$iding co&plete each sste& incl%ding three pitsof 1.4 &etre depth and the di&ensions of 95:95 c& and b%ilding with

brickwith bid of concert board+ liftable+ as per the &eas%re&ents gi$en inthe attached plan. In each of the&+ coal+ salt and soft sand will be p%t anda rod of 45&&+ length 1.4 &etre &ade of Ironcopper coated will be fi0ed+ends will be tied with each other with copper wire of =5 &&2 e0tending tothe earth point in distrib%tion board or transfor&er+ %nder the s%per$isionand directi$es of s%per$ising engineer.

%ppl of &aterials and fi0ing a telephone e0change of 355 lines+ e0ternaland internal+ >anasonic.

%ppl of &aterials and &aking a co&plete telephone point incl%dinglaing telephone cable 2 piers inside plastic pipes fro& e0change to the

point with switch and bo0+ and ll other &aterials req%ired in the work.

%ppl of &aterials and &aking a co&plete T? point incl%ding laingcable inside plastic pipes to the point with switch of a foreign &ake.



8.1 Total

8.1= %ppl of &aterials and fi0ing a co&plete bell point No.

8.18

A# ire Indication sste& " @one

/# &oke detector No.

*# /ell No.

6# Glass break No.

No.

8.1" No.

8.2 No.

8.21 No.

Total su( of Section ight )lectrical

1 Material cost

500A TP MCCB 50KA - 1 NO 32453.00

Bus Bar 4 Nos of 500A rating 3!4.00

"art#ing Point 115

315A TP MCCB 25KA 255.50

32A TPN MCB 13!$.25

1A TPN MCB 13!$.25

32A %P MCB $01.5023000.00

&n'icatoras la() ass* 2+$.5

Material cost

2 ,AB&CAT&ON COT/35 O, Material cost

3 &nternal iring co()lete 3125

Basic cost

4 T)t an' C, 20

%ppl of &aterials and installation of antilightening sste& incl%dinglaing a copper wire of =5&&2 dia&eter fro& earth point to the sste&+rod with tapered headT%rkish co$ering the b%ilding area+ as perengineering specifications+ price also incl%des &aking each.

%ppl and installation of fire alar& as per engineering specificationsincl%ding

%ppl of &aterials and fi0ing electrical lifts BTI or con or )its%bishi+co&plete with Iron &otor base nonlocal+ with co&plete safet sste&+incl%des all ancilliar work as per engineering specifications for ten

persons.

%ppl of &aterials and fi0ing electrical door+ co&plete+ foreign &ake+with non local &otor and a co&pete safet sste&+ incl%des all theancilliar works and per specifications.

%ppl of &aterials and a split point laing wire of 9:9 && si7e with allthe req%ire&ents of work.

%igital )anel (eter for A() 6olt )oer factor an' ot#er )ara(eter flus#(ounting of si7e ! 8! ((



5 9a:our an' TP c#arges 15

$ Rates for each No

Contractors Profit 25



,uantity Price US- A(ount

1 9+"9+"95.55 9+"9+"95.55

1

1

# and as per the directi$es of the s%per$ising engineering.

ills of q%antities.

s+ N,, tpe.

ineer and resident engineer depart&ent after co&pletion of works.

ith two parts+ first and second+ and also the conditions of electrical and &echanical works.

nd the price "ill include %o&es "ires and all the



5

2

2935

355

55

5

55



1==5

985

985

925

295

1

1

295

355



1

5

4

35

35

35

2

1

925

or#s+

Nos 1 32453.00

M 1.2 $$2.+0

Nos 2 230.00

Nos 1 255.50

Nos +3+3.50

Nos 2 2$!4.50

Nos 3 2104.50Nos 1 23000.00

Nos 3 +2.50

10315$.30

55 5$3.52

9 1 3125.00

1301+.+2

0.2 3203.$



0.15 24452.+2

0.25 40$54.$0

20+30.10

a* 260830.00

a* 4,694,940.00



1 Storey Building of B Type' Project in Baghdad

S.No. Details Unity

8

8.1 No.

8.2 No.

8.3 No.

Ø All works will be done in keeping with Iraqi technical specifications (IGT!1""3# a


Ø )aps!graphs will be the basis in case of difference!$ariation between plans and billØ *ables will be laid on cable tras in corridors and %nder the false ceiling for cables+

Ø All electrical works sho%ld be tested with the official appro$al of s%per$ising engin

Ø All works will be done in -eeping with the conditions of the ci$il engineeringwith

Section ight! lectrical "or#s$all electrical "or#s "ill %e done using plastic files and

%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (/A#+ to befi0ed on gro%nd and the c%to%ts will be rench egrand consisting of )G orA//.

Ø )etal cabinet &ade of &etallic plats thickness 2.4&&+

antir%st painted in Gre.

Ø )ain c%t o%t+ three phase+ 245 A&pere+ one.

Ø 6istrib%tion rods with ne%trali7er and earthing of the

capacit of 455 A&pere.

Ø %bc%to%t+ three phase+ 95 A&pere+ 25.

%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (//#+ to befi0ed on gro%nd and the c%to%ts will be rench egrand consisting of )G orA//.

Ø )etal *abinet &ade of &etallic plats+ thickness 2.4 &&+


Ø )ain c%to%t+ three phase+ 245 A&pere+ one


capacit of 455 A&pere c%rrent.


%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (/*#+ to befi0ed on gro%nd and the c%to%ts will be rench egrand consisting of )G orA//.

Ø )etal *abinet &ade of &etallic plats+ thickness 2.4 &&+




capacit of 455 A&pere c%rrent.



8.9 No.

8.4

*able+ si7e 9:125&&2

*able+ si7e 9:15&&2

)T

)T

8.

Ø %bc%to%t+ three phase+ 95 A&pere+ No. 4.

Ø %bc%to%t+ three phase+ 24 A&pere No. 8

%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (6/#+croptor original ;nglish with 1 (three phase#+ as per appro$al of s%per$isingengineer.

%ppl of &aterials+ laing and fi0ing the& thro%gh cages or e0tending the&

below the floor of roo&+ inside plastic pipes or thro%gh &ain holes (85:85#c&+to be interned with soil and the cost incl%des laing in pipes of appropriate&eas%re&ent for the passage of feeder cable with all other accessories or laingthe& on cable tras in the corridors and %nder the secondar sealing for cables+and ,, Tpe foreign &ade+ as per the graph and instr%ctions of s%per$isingengineer+ in the following di&ensions!si7es

%ppl of &aterials and &aking lighting points+ incl%ding laing wire of the

si7e 1:1.4&&2 < 2.4:1&&2+ inside plastic pipes fro& distrib%tion board tothe points (switches#+ laing wire (witho%t capillarit# fro& switch to the pointsof lighting with switches and bo0es with the appro$al of s%per$ising engineer+and whate$er other &aterials req%ired in the work.

A# s%ppl of &aterials+ fi0ing and testing fi0t%res oflighting (5:5#+ of the tpe that &a be fi0ed in thesecondar sealing+ T%rkish &ade as per appro$al of


/# %ppl of &aterials+ fi0ing and testing of fi0t%res oflighting (pot light 18 watt# to be fi0ed in the secondarsealing+ T%rkish &ade+ as per appro$al of s%per$isingengineer.

*# %ppl of &aterials and fi0ing of sealing plate with b%lb3 watt as per appro$al of s%per$ising engineer.



No.

No.

No.

No.

No.

No.

8.= No.

8.8 No.

8." No.

6# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res (spot light 18 watt#+ to be fi0ed in the secondarsealing+ T%rkish &ake+ as per appro$al of s%per$isingengineer.

;# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res bracket 18 watt of wall tpe+ T%rkish &ade+ as per

appro$al of s%per$ising engineer.

# %ppl of &aterial+ fi0ing and testing of lighting fi0t%res bracket 18 watt of wall tpe+ T%rkish &ade as pers%per$ising engineer.

%ppl of &aterials and &aking a co&plete block switch point incl%ding laingwire 1:1.4&&2 < 2.4:1&&2+ inside plastic pipes+ fro& distrib%tion board tothe switch with switches of 13A si7e+ croptar tpe and bo0es+ and all other&aterials that &a be req%ired in the work.

%ppl of &aterials and &aking of co&plete block switch point incl%dinglaing wire+ 1:1.4&&2 < 2.4:1&&2 inside plastic pipes!t%bes fro&distrib%tion board to the switch with switches of the si7e 13A+ croptar tpe and

bo0es+ and all that is req%ired in the work.

%ppl of &aterials and &aking a geser point or switch point 24 A&pereincl%ding laing wire 1:2.4&&2 < 1:9&&2+ foreign &ake+ inside plastic

pipes+ in appropriate si7e fro& distrib%tion board to the point+ with switches 24A&pere+ )- tpe.



No.

8.1 No.

8.11 No.

8.12 No.

8.13 No.

8.19 No.

8.14 Total

8.1 %ppl of &aterials and fi0ing a co&plete bell point. No.

8.1= %ppl and installation of fire alar& sste&+ as per engineering specifications.

A# ire indicators+ " @one

/# &oke detectors No.

*# /ell No.

6# /raking the glass No.

No.

Ø %ppl of &aterials and &aking a co&plete fan point

incl%ding laing cable+ inside plastic pipes+ to the point withswitches of foreign &ake.

%ppl &aterial+ fi0ing and testing of e0ha%st fan of 12 inches si7e+ )alasian+fro& the point of e0ha%st+ %sing wire 1:2.4&&2+ inside plastic pipe with thesealing+ as per appro$al of s%per$ising engineer.

%ppl of &aterials and pro$iding a co&plete earthing sste& incl%ding &akingthree pits of 1.4 &eter depth and the di&ensions of 95:95c&+ b%ilding in brickswith liftable concrete lid+ as per &eas%re&ents gi$en in the enclosed plan+ ineach of these pits a &i0 of coal+ salt and soft sand will be p%t+ a rod of 45&&dia&eter and 1.4 &eter height &aid of copper coated Iron will be installed.

There ends will be tied with a copper wire of =5&&2 e0tending to the point ofearthing in distrib%tion boards or the transfor&er+ %nder the s%per$ision anddirecti$es of s%per$ising engineer.

%ppl of &aterials and installation of telephone e0change of 355 lines+e0ternal and internal+ fro& >anasonic.

%ppl of &aterials and &aking a co&plete telephone point incl%ding laing ofcable for telephone two pare+ inside plastic.

%ppl of &aterials and &aking a co&plete T? point incl%ding laing cable in plastic pipes to a point+ with switches+ foreign &ake.

%ppl of &aterials and installation of antilightening sste&+ it incl%des lainga copper wire of =5&&2 dia&eter fro& the earthing point to the sste&.

A rod with tapered head+ T%rkish+ co$ering the b%ilding area and as perengineer specifications. >rice incl%des pro$iding the earthing.



8.18 No.

8.1" No.

8.2 No.

Total A(ounts of Section ight )electrical "or#+

%ppl of &aterials and installation of electrics lifts BT or con or )its%bishi+co&plete with Iron &otor base fro& nonlocal origin with co&plete safetsste&+ incl%ding all accessories of the work as per engineering specifications+for 15 persons.

%ppl of &aterials and installing works for electrical doors+ foreign &ake+

co&plete with non local &otor with co&plete safet sste&+ incl%ding allaccessories of work as per specifications.

%ppl of &aterials and &aking split points+ laing wire 9:9&&+ with all thereq%isites of work.



,uantity Price US- A(ount

1

1

1

nd as per the directi$es of the s%per$ising engineering.

s of q%antities.N,, tpe.

eer and resident engineer depart&ent after co&pletion of works.

two parts+ first and second+ and also the conditions of electrical and &echanical works.

the cost "ill include %o&es "ires



98

145

2455



2

14

1"2

428

98

33

11=

33

33



288

1"2

1

1

1"2

295

1

98

3

958

29

29



2

1

288



1 Storey Building of / Type' Project in Baghdad

S.No. Details Unity ,uantity

8

8.1 No. 1

8.2 No. 1

Ø All works will be done in keeping with Iraqi technical specifications (IGT!1""3


Ø )aps!graphs will be the basis in case of difference!$ariation between plans and bØ *ables will be laid on cable tras in corridors and %nder the false ceiling for cabl

Ø All electrical works sho%ld be tested with the official appro$al of s%per$ising eng

Ø All works will be done in -eeping with the conditions of the ci$il engineeringwi

Section ight! lectrical "or#s$all electrical "or#s "ill %e done using plastic pipes a

%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board(/A#+ to be fi0ed on gro%nd and the c%to%ts will be renchegrand consisting of )G or A//.

Ø )etal cabinet &ade of &etallic plats

thickness 2.4&&+ antir%st painted in Gre.

Ø )ain c%t o%t+ three phase+ 245 A&pere+

one.

Ø 6istrib%tion rods with ne%trali7er and

earthing of the capacit of 455 A&pere.Ø %bc%to%t+ three phase+ 95 A&pere+ 25.

%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board(//#+ to be fi0ed on gro%nd and the c%to%ts will be renchegrand consisting of )G or A//.

Ø )etal *abinet &ade of &etallic plats+

thickness 2.4 &&+ antir%st painted in Gre.



earthing of the capacit of 455 A&perec%rrent.




8.3 No. 1

8.9 No. 98

8.4

*able+ si7e 9:125&&2 )T 145

*able+ si7e 9:15&&2 )T 2455

8.

%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board(/*#+ to be fi0ed on gro%nd and the c%to%ts will be renchegrand consisting of )G or A//.

Ø )etal *abinet &ade of &etallic plats+

thickness 2.4 &&+ antir%st painted in Gre.



earthing of the capacit of 455 A&perec%rrent.

Ø %bc%to%t+ three phase+ 95 A&pere+ 4 in

No..

Ø %bc%to%t+ three phase+ 24 A&pere 8 in

No.

%ppl of &aterials+ fi0ing and testing of distrib%tion board(6/#+ croptor original ;nglish with 1 (three phase#+ as perappro$al of s%per$ising engineer.

%ppl of &aterials+ laing and fi0ing the& thro%gh cages ore0tending the& below the floor of roo&+ inside plastic pipes orthro%gh &ain holes (85:85#c&+ to be interned %nder the soil andthe cost incl%des laing in pipes of appropriate &eas%re&ent forthe passage of feeder cable with all other accessories or laingthe& on cable tras in the corridors and %nder the secondar

sealing for cables+ and ,, Tpe foreign &ade+ as per the graphand instr%ctions of s%per$ising engineer+ in the followingdi&ensions!si7es

%ppl of &aterials and &aking lighting points+ incl%ding laingwire of the si7e 1:1.4&&2 < 2.4:1&&2+ inside plastic pipes

fro& distrib%tion board to the points (switches#+ laing wire(witho%t capillarit# fro& switch to the points of lighting withswitches and bo0es with the appro$al of s%per$ising engineer+and whate$er other &aterials req%ired in the work.



No. 2

No. 15

No. 1"2

No. 932

No. 98

No. 1"2

8.= No. 1585

8.8 No. 288

A# s%ppl of &aterials+ fi0ing and testingfi0t%res of lighting (5:5#+ of the tpe that&a be fi0ed in the secondar sealing+T%rkish &ade as per appro$al of s%per$isingengineer.

/# %ppl of &aterials+ fi0ing and testing of

fi0t%res of lighting (pot light 18 watt# to befi0ed in the secondar sealing+ T%rkish &ade+as per appro$al of s%per$ising engineer.

*# %ppl of &aterials and fi0ing of sealing plate with b%lb 3 watt as per appro$al ofs%per$ising engineer.

6# %ppl of &aterials+ fi0ing and testing oflighting fi0t%res (spot light 18 watt#+ to befi0ed in the secondar sealing+ T%rkish &ake+

as per appro$al of s%per$ising engineer.

;# %ppl of &aterials+ fi0ing and testing oflighting fi0t%res bracket 18 watt of wall tpe+T%rkish &ade+ as per appro$al of s%per$isingengineer.

# %ppl of &aterial+ fi0ing and testing oflighting fi0t%res bracket 18 watt of wall tpe+T%rkish &ade as per s%per$ising engineer.

%ppl of &aterials and &aking a co&plete block switch pointincl%ding laing wire 1:1.4&&2 < 2.4:1&&2+ inside plastic

pipes+ fro& distrib%tion board to the switch with switches of 13Asi7e+ croptar tpe and bo0es+ and all other &aterials that &a bereq%ired in the work.

%ppl of &aterials and &aking of co&plete block switch pointincl%ding laing wire+ 1:1.4&&2 < 2.4:1&&2 inside plastic

pipes!t%bes fro& distrib%tion board to the switch with switches

of the si7e 13A+ croptar tpe and bo0es+ and all that is req%iredin the work.



8." No. 33

No. 288

8.1 No. 199

8.11 No. 1

8.12 No. 1

8.13 No. 1"2

8.19 No. 295

8.14 Total 1

%ppl of &aterials and &aking a geser point or switch point 24A&pere incl%ding laing wire 1:2.4&&2 < 1:9&&2+ foreign&ake+ inside plastic pipes+ in appropriate si7e fro& distrib%tion

board to the point+ with switches 24 A&pere+ )- tpe.

Ø %ppl of &aterials and &aking a co&plete

fan point incl%ding laing cable+ inside plastic pipes+ to the point with switches of foreign&ake.

%ppl &aterial+ fi0ing and testing of e0ha%st fan of 12 inchessi7e+ )alasian+ fro& the point of e0ha%st+ %sing wire1:2.4&&2+ inside plastic pipe with the sealing+ as per appro$alof s%per$ising engineer.

%ppl of &aterials and pro$iding a co&plete earthing sste&incl%ding &aking three pits of 1.4 &eter depth and thedi&ensions of 95:95c&+ b%ilding in bricks with liftable concretelid+ as per &eas%re&ents gi$en in the enclosed plan+ in each ofthese pits a &i0 of coal+ salt and soft sand will be p%t+ a rod of45&& dia&eter and 1.4 &eter height &ade of copper coated Ironwill be installed. Their ends will be tied with a copper wire of=5&&2 e0tending to the point of earthing in distrib%tion boardsor the transfor&er+ %nder the s%per$ision and directi$es ofs%per$ising engineer.

%ppl of &aterials and installation of telephone e0change of355 lines+ e0ternal and internal+ fro& >anasonic.

%ppl of &aterials and &aking a co&plete telephone pointincl%ding laing of cable for telephone two pare+ inside plastic

pipes fro& e0change to the point+ with switch and bo0 and allother &aterial req%ired in the work.

%ppl of &aterials and &aking a co&plete T? point incl%dinglaing cable in plastic pipes to a point+ with switches+ foreign&ake.

%ppl of &aterials and installation of antilightening sste&+ itincl%des laing a copper wire of =5&&2 dia&eter fro& theearthing point to the sste&.



8.1 %ppl of &aterials and fi0ing a co&plete bell point. No. 98

8.1=

A# ire indicators+ " @one No. 3

/# &oke detectors No. 958

*# /ell No. 29

6# /raking the glass No. 29

8.18 No. 2

8.1" No. 1

8.2 No. 288

1 Storey %uilding Type / project in Baghdad

A rod with tapered head+ T%rkish+ co$ering the b%ilding area andas per engineer specifications. >rice incl%des pro$iding theearthing.

%ppl and installation of fire alar& sste&+ as per engineering

specifications+ as per following

%ppl of &aterials and installation of electric lifts BT or conor )its%bishi+ co&plete with Iron &otor base fro& nonlocalorigin with co&plete safet sste&+ incl%ding all accessories ofthe work as per engineering specifications+ for 15 persons.

%ppl of &aterials and installing works for electrical doors+foreign &ake+ co&plete with non local &otor with co&pletesafet sste&+ incl%ding all accessories of work as perspecifications.

%ppl of &aterials and &aking split points+ laing wire 9:9&&+with all the req%isites of work.



Price US- A(ount

and as per the directi$es of the s%per$ising engineering.

lls of q%antities.s+ N,, tpe.

ineer and resident engineer depart&ent after co&pletion of works.

th two parts+ first and second+ and also the conditions of electrical and &echanical work

d the cost "ill include



Bill of ,uantities Building A Al0afarania Project 15 Stories 2 3 4lats )

1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0ation+ tes

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to the ap

3. The contractor sho%ld appoint specialist engineer to s%per$ise work.

9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not interr%pt!da&4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%nicipalit.

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as per the site

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the cons%ltant t

8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.

". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%ld prece

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed for all sp

11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co&pl

S.No. Details Unity

Shedule1 *or#s for preparing the site

A Total

/ Total

Schedule arth "or#s

8%ser9ation! :e9el of road "ill %e ta#en as . and le9el for finishing th

%ppl of &aterials and eq%ip&ents for protection of works+networks of ob$io%s and %nderneath ser$ices+ also properties of&aterials and &achineries for protection+ lighting g%idancesigns as per laws and instr%ctions. *ontractor sho%ld coordinatehis works with other depart&ents and sections with regard to

the e0isting ser$ices with concerned a%thorities responsible forthe&. *ontractor will bear responsibilit of an da&ages!har&sthat he &a ca%se to the network of ob$io%s and %nderneathser$ices.

%ppl of &aterials and carring o%t the works of cleaning+ preparing and a&ending site plan with the re&o$al of %pperlaer of soil and transporting it to the areas per&itted bconcerned a%thorities. The work incl%des re&o$al of allobstr%ctions.



1

1 arth &ca9ations

A &3

Pe%%les

A &2

a# &3

*ontractor sho%ld co&plete all works as per di&ensionsindicated in plan and as per technical specifications of work.*oast will incl%de charges for eq%ip&ents and &achinescontractor req%ires for the e0ec%tion of work with re&o$al ofaccess soil res%lting for& work which can not be %sed at thework site and transport the& to the places appro$ed bconcerned a%thorities and as per g%idance of resident engineer+

and pro$ide s%pport to the sides of e0ca$ation in case ofnecessit. The work will also incl%de all field and laboratortests as per specifications. ;arth works will be pro$ided fro&the p%llo%ts &eant for tests.

;0ca$ations %ntil the final le$el with depth not less then 2&tr.+incl%ded in price. The side s%pport for the soil red%cing gro%ndwater le$el if fo%nd+ and all that is req%ired for work to preparedthe &at base+ in keeping with plans and technical specifications+incl%ded in the price filling %p aro%nd fo%ndations with goodrolling of the fo%ndations floors till the densit req%ired in

plans.

%ppl of necessar eq%ip&ent to spread the pri&ar laers of bo%lders+ thickness 24c&+ with as per inclose plans+ properlrolling as per directi$es of s%per$ising engineer and engineeringspecifications.

%ppl of necessar eq%ip&ent to spread a laer of plaster+thickness 5.4&+ tpe /+ with *alifornian strength not less then

34D %nder the &at base of the b%ilding with sprinkling andgood rolling till reaching the le$el of rolling not less then "4Dand on the le$els of the thickness of one laer not less then24c&+ as per enclosed plans and directi$es of s%per$isingengineer and engineering specifications.



b# Total

Schedule ; concrete "or#s

1

2

3

9

:ean concrete strength 15 (ica pascal

A

)T

/ &2

<einforce concrete strength 5 (ica pascal

/ Eeinforced concrete %sing nor&al ce&ent for bridges. &3

* &3

>esticides Treat&ent The work incl%des s%ppl of 6oorspan orcholoridene+ &i0ing it with water and sprinkling with the ratioof 15 ltd.!&2 %nder the floors+ sides of fo%ndations+ %nder

pathwas and all the places pests co%ld penetrate fro& to theinside+ or an &aterial with si&ilar efficac as per theinstr%ction of the co&pan.

All the works will be done as per technical specifications+di&ensions and for&s gi$en in plans+ the coast will incl%de all&aterials req%ired in the work+ &achiner+ eq%ip&ent+ &oldsand additional &aterials as per instr%ctions of s%per$isingengineer.

Antisaline ce&ent will be %sed for all the works+ below antih%&idit le$el. Eeinforce&ent will be done as per constr%ction

plans and instr%ction of s%per$ising engineer.

>rice of sections pertaining to concrete will incl%de allnecessar tests as pro$ided in the contract.

*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to bes%pplied+ for appro$al before s%ppl

Nonreinforced concrete strength 14n!&&2 %sing antisaline

ce&ent+ the work will incl%de &i0ing anti h%&idit che&ical as per directi$e of the &an%fact%ring co&pan+ and technicalspecifications.

Anti h%&idit laer 6>*+ di&ensions 295:145&& for thewalls of the b%ilding.

ean concrete %nder &at base %sing antisaline ce&entthickness 155&&.

Eeinforced concrete %sing nor&al ce&ent stair cases and coatards.



6 &3

; &3

<einforce concrete strength ;5 (ica pascal

A &3

&3

Schedule 3 /onstructions *or#s

1

2

3 *oast will incl%de sections all necessar tests of &aterials.

9

Bric# "or# 3212=c( using ce(ent (ortar1!; as per di(ensions indicated and plans.

A &3

/ &2

Schedule 5 finishing "or#s

Eeinforced concrete for ceilings of all floors %sing nor&alce&ent+ thickness 255&&.

Eeinforced concrete %sing nor&al ce&ent for screens andrefractors+ thickness 255&&+ height 125c&.

Eeinforced concrete %sing antisaline ce&ent for fo%ndations ofall the b%ildings incl%ding the price of a coat with tar (3525+e0ternall#.

Eeinforced concrete %sing nor&al ce&ent+ work incl%des allworks of &old+ reinforce&ent iron for pillars+ walls and walls oflifts+ coast incl%des a coat of tar (3525 e0ternall and allconcrete parts to%ching soil.

All works will be done in keeping with di&ensions indicated in plans and as per technical specifications and instr%ctions ofs%per$ising engineer.

*ost incl%des s%ppl of all necessar &aterials for the work+ italso incl%des tools+ eq%ip&ent and scaffolding req%ired bcontractor for e0ec%tion of work.

*o&pleted works will be encircled with constr%ction in blocksas per indicated di&ensions.

*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to bes%pplied+ for appro$al before s%ppl.

*onstr%ction with solid blocks 95:25:14c& below antih%&idit le$el for all floors and as per di&ensions indicated in

plans+ %sing nor&al ce&ent with the thickness of 29c& for

walls.

*onstr%ction with bricks 29:12:8c& abo$e antih%&idit le$elfor all floors and as per di&ensions indicated in plans+ %singnor&al ce&ent and with thickness 12c& for internalintersections of baths and bath con$eniences.



1

3 *oast incl%des all sections for necessar tests for all &aterials.

9

P8P plaster

A

oaking with ce&ent &ortar+ ratio 11.

aer of nor&al >B> with thickness not less then 2c& %singF

laer of technical >B> (fer&ented# for last laer. &2

(ollient "ith ce(ent (aterial

A &2

Paint

A &2

*rap0up "or#s

All works will be done in keeping with specifications andsa&ples appro$ed b s%per$ising engineer.

*oast will incl%de works of plaster etc. fi0ing &etalFF inareas of 'oining block walls with pillars and concrete bridges(bea&s# for plaster and also closing all electrical pipe passages

or sanitar pipes+ if fo%nd+ with &etal cl%tches and ce&ent sand&ortar with properl sprinkling water and sprinkling all wallsand ceilings with ce&ent &ortar before starting plaster works.


%ppl of &aterials and plastering internal walls and ceilingswith >B> %sing..+ coast will incl%de.

%ppl of &aterials incl%des work for pro$iding a laer of softe&ollient for e0ternal walls and screens fro& inside+ e0ternalceilings and for places indicated in plans %sing r%lers+ coastincl%des shocking with ce&ent &ortar 11.

%ppl of &aterials and plastic paint+ 3 laers of internal ande0ternal walls+ and internal and e0ternal ceilings as per plans

and technical specifications



&2

Schedule > (etal "or#s

1

2

3

9

5

%ppl of doors with switch kes+ three for each door.

7etal "or#s

*indo"s and Doors P?/

indows+ di&ensions 1.4:2 &2 &2

indows+ di&ensions 1.4:1.4&2 &2

indows di&ensions 5.4:5.4&2 &2

indows di&ensions 1.4:1&2 &2

6oor di&ensions 2.5 : 1&2 No.

6oor di&ensions 2.5:5.8&2 No.

%ppl of &aterials and carring o%t wrap%p with cera&ic+Iranian or T%rkish onl+ ce&entsand (31# &ortar with soakingas per plans and technical specifications in the walls of

bathroo&s and kitchens

)etal works will be done in keeping with plans and technicalspecifications.

a&ples of all iron works sections will be &ade to present the&to s%per$ising engineer+ before start of work.

*ost incl%des all necessar &aterials to work switch lock+handles etc. and glass+ thickness 9c& for the spaces not lessthen 5.4 &tr. sq. and thickness && for the spaces note0ceeding 5.4 &2 and antifl nets for the &o$ingFF.

ocational spot di&ensions will be taken for confir&ing the preparation and to work accordingl.

*ost of section+ antir%st paint one laer for all iron works isincl%ded+ also oil paint+ three laers.

>?* windows and do%ble nor&al glass+ thickness+ &&+ withantifl net with there &obile fra&es+ as per plans and technicalspecifications.

B0 Iron doors with fra&e caps plate fro& two sides+ workincl%des all req%ire&ents of fi0ing the&+ locks of good foreignq%alit (switch tpe# handles etc. and nor&al glass of && as

per architect%ral plans and technical specifications.



)ain gate+ di&ensions 2.9 : 2 &2 No.

Gate+ di&ensions 2.5:1&2 No.

At the alle$iations+ height of 55&& )T

)T

3

3

No.

Schedule = le9eling "or#s

/0 encing works %ppl of &aterials and works to&an%fact%re fences of galleon steel+ as per directi$es ofs%per$ising engineer.

%ppl of &aterials and working internal fencing for stair case+height 845&&+ as per plan and technical specifications.

*ost incl%des all necessar &aterials for work incl%ding switchlocks handles etc.

/ost of the section includes paint in Supert"o De(loc threecoats.

6oors with white wood str%ct%re with two laer co&pression+one of the& thin iron sheet and the other is the %s%al back one+fro& two sides+ thickness3&& for one laer with fra&e of teakwood. The works also incl%des paint with %pertwo 6e&loc inthree coats with all the req%ire&ent of fi0ing the& and locks ofswitch tpe with handles etc. and %s%al glass of thickness &&+

as per architect%ral plans and technical specifications.

a. 6oor+ di&ensions 1:2.5&2



1

3

9 The sho%ld s%cceeds in laborator tests.

)2

No.

)T

&2

Schedule @ Secondary /eilings

1

The works will be done in keeping with plans+ technicalspecifications and directi$es of s%per$ising engineer.

Eeq%ired colo%rs+ not specified in plans or the lists+ will bedeter&ined b s%per$ising engineer.

*ontractor will s%b&it sa&ples for appro$al before e0ec%ting

works.

a# %ppl of &aterials and work forle$eling floors with porcelene+ 95:95c&+Iranian or T%rkish onl+ with the help ofce&ent pl%s sand &ortar on a laer of looseconcrete+ cost incl%des poring of laer forthe gro%nd floor as per directi$es ofs%per$ising engineer.

b# /as and stairs 35:125c&

c# %ppl of &aterials and fi0ing of &arbleskirting %sing ce&ent< sand &ortar+ ratio31+ with soaking and all that is req%ired inthe work+ di&ensions 15:95c&

d# %ppl of &aterials and work for the

le$eling of bath floors with cera&ic+ Iranianor T%rkish onl+ %sing ce&ent<and &ortarratio 13 with soaking of 'oints with whitece&ent and as per directi$es of s%per$isingengineer.

a&ples and di&ensions will be selected b s%per$isingengineer+ as per plans.

*ost will incl%de paint of secondar ceiling with req%ired paints.



&2

Schedule 1 <oof *or#s and &tension oint

1

3 It also incl%des necessar s%ccessf%l tests.

Surfacing of Terraces&2

Schedule 11 *or#s of Passages$ Path"ays

*or#s of passages!

A.

B. %ppl of &aterials and &aking secondar ceilings of goodq%alit in reg%lar di&ensions %sing plastic board+ as per plans+cost incl%des all &etal str%ct%res carring the&. And alsoaccessories for fi0ing+ wrapping and painting the&+ as per plansand technical specifications.

/efore start of works for protection fro& h%&idit (antih%&idit works# the terraces will cleaned %p properl.

ork incl%des all &aterials and tools req%ired for the work+ as per technical specifications.

preading first laer of flincoat tar &aterial (pri& coat#+ thenspreading a laer of &e&brane of 9&& thickness+ (bit%&ino%swater proof &e&brane#+ stenthing b plastic fibers+ ens%ringintertwin of 15c& between sections while fi0ing+ %sing hotweld then placing a laer of nlon of &e&brane then a laer ofstirpo%r (ther&al ins%lation#+ thickness 4c&+ densit 34kg!&3+then %ndertaking the works of le$eling with *ash )o7aneek%sing ce&ent < sand &ortar and also pro$iding appropriatedepression (1D# towards the opening for drainage of rain waterclose to the o%tlet+ thickness sho%ld not be less then 8c&+ andthe cost incl%des &aking e0tension 'oint for e$er 3:3&+ forthe entire terrace space and filling those 'oints with pols%lphide+ properl and it sho%ld s%cceed laborator tests. *ostincl%des taking %p peripheries and &aking concert skirting + as

per plans and technical specifications.

%ppl of &aterials and works for &aking passages aro%nd the b%ildings as per following specifications



&2

Total of esti(ated cost of construction "or#s.

;0ca$ation of the fo%ndation of s%pport walls for walk+ width95c& and depth of 5c&.

preading of pebbles thickness 25c&+ together with thesprinkling with water and proper rolling.

>oring of fo%ndation+ thickness 25c&+ width 95c&+ %sing anti

saline ce&ent * 25.

*onstr%ction with solid blocks+ width 25c&+ %sing ce&ent<sand &ortar (31 ratio# together with wa0ing+ height $aring+as per le$els indicated in the architect%ral plans.

oil le$eling together with spread of a laer of pebbles+ 25c&+sprinkling and proper rolling of the area co$ered between thesport wall and edge of the b%ilding.

>oring of pathwa+ %sing polished concrete of 15c& thickness+*25 and width of 1 &tr.+ %sing antisaline ce&ent also &aking

'oints of e0tension for e$er two sq. &tr.+ in length then fillingthe 'oints with the ce&ent &ortar and sprinkling pesticides

below the poring le$el as per directi$es of s%per$ising engineer.



ith an Area of s6. 7eters ach 4lat+

ting and operation+ and as per directi$es of the cons%ltant.

ro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered officiall to

ge an ser$ice networks.

apacit!req%ire&ent.

obtain appro$al fro& hi&.

de.

eciali7ations.

ted.

,uantity Price ,D

1

1

A(ount,D

%uilding floor "ill %e as per



2345 ""22

1255 13""2

55 14598

2.8.12.26.12.25

Add 14%

Add 25%

say

157.5046.25112.40316.1544.26360.4190.10450.51451.00

16.3.316.4

Add 14%

Add 25%

say

1354.00425.051779.05249.072028.12507.032535.15636



1

2981.

385

1255 19=95

55

5



24"4

33

1=45

1124

3255

4955



22""3

8195

3855



9=1

185

815

94

111

1"4

185



1

1

148

84

925



154

295

899

=85



"855

8=4



19



he resident engineer and his for&al appro$al sho%ld be obtain



Bill of ,uantities Building B Al0afarania Project 1 Stories 2

1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works a

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of th


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil poi

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be

11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec

S.No. DetailsShedule1 "or#s for preparing the site

8%ser9ation! :e9el of road "ill %e ta#en as . and le9el for finishin

A

/

Schedule arth "or#s

%ppl of &aterials and eq%ip&ents for protection of works+ networksof ob$io%s and %nderneath ser$ices+ also properties of &aterials and&achineries for protection+ lighting g%idance signs as per laws andinstr%ctions. *ontractor sho%ld coordinate his works with otherdepart&ents and sections with regard to the e0isting ser$ices withconcerned a%thorities responsible for the&. *ontractor will bearresponsibilit of an da&ages!har&s that he &a ca%se to the networkof ob$io%s and %nderneath ser$ices.

%ppl of &aterials and carring o%t the works of cleaning+ preparingand a&ending site plan with the re&o$al of %pper laer of soil andtransporting it to the areas per&itted b concerned a%thorities. Thework incl%des re&o$al of all obstr%ctions.



1

1 arth &ca9ations

A

Pe%%les

A

a#

b#

Schedule ; concrete "or#s

*ontractor sho%ld co&plete all works as per di&ensions indicated in plan and as per technical specifications of work. *oast will incl%decharges for eq%ip&ents and &achines contractor req%ires for thee0ec%tion of work with re&o$al of access soil res%lting for& workwhich can not be %sed at the work site and transport the& to the placesappro$ed b concerned a%thorities and as per g%idance of residentengineer+ and pro$ide s%pport to the sides of e0ca$ation in case of

necessit. The work will also incl%de all field and laborator tests as perspecifications. ;arth works will be pro$ided fro& the p%llo%ts &eantfor tests.

;0ca$ations %ntil the final le$el with depth not less then 2&tr.+ incl%dedin price. The side s%pport for the soil red%cing gro%nd water le$el iffo%nd+ and all that is req%ired for work to prepared the &at base+ in

keeping with plans and technical specifications+ incl%ded in the pricefilling %p aro%nd fo%ndations with good rolling of the fo%ndationsfloors till the densit req%ired in plans.

%ppl of necessar eq%ip&ent to spread the pri&ar laers of bo%lders+thickness 24c&+ with as per inclose plans+ properl rolling as perdirecti$es of s%per$ising engineer and engineering specifications.

%ppl of necessar eq%ip&ent to spread a laer of plaster+ thickness5.4&+ tpe /+ with *alifornian strength not less then 34D %nder the &at

base of the b%ilding with sprinkling and good rolling till reaching thele$el of rolling not less then "4D and on the le$els of the thickness ofone laer not less then 24c&+ as per enclosed plans and directi$es ofs%per$ising engineer and engineering specifications.

>esticides Treat&ent The work incl%des s%ppl of 6oorspan orcholoridene+ &i0ing it with water and sprinkling with the ratio of 15

ltd.! &tr. sq. %nder the floors+ sides of fo%ndations+ %nder pathwas andall the places pests co%ld penetrate fro& to the inside+ or an &aterialwith si&ilar efficac as per the instr%ction of the co&pan.



1

2

3

9


A

/


/ Eeinforced concrete %sing nor&al ce&ent for bridges.

* Eeinforced concrete %sing nor&al ce&ent stair cases and coat ards.

6

;

<einforce concrete strength ;5 (ica pascalA

All the works will be done as per technical specifications+ di&ensionsand for&s gi$en in plans+ the coast will incl%de all &aterials req%ired inthe work+ &achiner+ eq%ip&ent+ &olds and additional &aterials as perinstr%ctions of s%per$ising engineer.

Antisaline ce&ent will be %sed for all the works+ below anti h%&idit

le$el. Eeinforce&ent will be done as per constr%ction plans andinstr%ction of s%per$ising engineer.

>rice of sections pertaining to concrete will incl%de all necessar testsas pro$ided in the contract.

*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to be s%pplied+for appro$al before s%ppl

Nonreinforced concrete strength 14n!&&2 %sing antisaline ce&ent+

the work will incl%de &i0ing anti h%&idit che&ical as per directi$e ofthe &an%fact%ring co&pan+ and technical specifications.

Anti h%&idit laer 6>*+ di&ensions 255:145&& for the walls ofthe b%ilding.

ean concrete %nder &at base %sing antisaline ce&entthickness

155&&.

Eeinforced concrete for ceilings of all floors %sing nor&al ce&ent+thickness 255&&.

Eeinforced concrete %sing nor&al ce&ent for screens and refractors+thickness 255&&+ height 125c&.

Eeinforced concrete %sing antisaline ce&ent for fo%ndations of all the b%ildings incl%ding the price of a coat with tar (3525+ e0ternall#.



Schedule for constructions "or#s

1

2


9

Bric# "or# 3212=c( using ce(ent (ortar1!; as per di(ensions indicated and pla

A

/

Schedule 5 finishing "or#s

1


Eeinforced concrete %sing nor&al ce&ent+ work incl%des all works of&old+ reinforce&ent iron for pillars+ walls and walls of lifts+ coastincl%des a coat of tar (3525 e0ternall and all concrete parts to%chingsoil.

All works will be done in keeping with di&ensions indicated in plansand as per technical specifications and instr%ctions of s%per$isingengineer.

*ost incl%des s%ppl of all necessar &aterials for the work+ it alsoincl%des tools+ eq%ip&ent and scaffolding req%ired b contractor fore0ec%tion of work.

*o&pleted works will be encircled with constr%ction in blocks as perindicated di&ensions.

*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to be s%pplied+for appro$al before s%ppl.

*onstr%ction with solid blocks 95:25:14c& below antih%&idit le$elfor all floors and as per di&ensions indicated in plans+ %sing nor&alce&ent with the thickness of 29c& for walls.

*onstr%ction with bricks 29:12:8c& abo$e antih%&idit le$el for allfloors and as per di&ensions indicated in plans+ %sing nor&al ce&ent

and with thickness 12c& for internal intersections of baths and bathcon$eniences.

All works will be done in keeping with specifications and sa&plesappro$ed b s%per$ising engineer.

*oast will incl%de works of plaster etc. fi0ing &etalFF in areas of 'oining block walls with pillars and concrete bridges (bea&s# for plasterand also closing all electrical pipe passages or sanitar pipes+ if fo%nd+with &etal cl%tches and ce&ent sand &ortar with properl sprinkling

water and sprinkling all walls and ceilings with ce&ent &ortar beforestarting plaster works.



9

P8P plaster

A


aer of nor&al >B> with thickness not less then 2c& %singF

laer of technical >B> (fo&ented# for last laer.

(ollient "ith ce(ent (aterial

A

Paint

A

*rap0up "or#s


1

2

3

9

5


*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to be s%pplied+for appro$al before s%ppl.

%ppl of &aterials and plastering internal walls and ceilings with >B>%sing..+ coast will incl%de.

%ppl of &aterials incl%des work for pro$iding a laer of softe&ollient for e0ternal walls and screens fro& inside+ e0ternal ceilingsand for places indicated in plans %sing r%lers+ coast incl%des shockingwith ce&ent &ortar 11.

%ppl of &aterials and plastic paint+ 3 laers of internal and e0ternalwalls+ and internal and e0ternal ceilings as per plans and technicalspecifications

%ppl of &aterials and carring o%t wrap%p with cera&ic+ Iranian orT%rkish onl+ ce&entsand (31# &ortar with soaking as per plans andtechnical specifications in the walls of bathroo&s and kitchens


a&ples of all iron works sections will be &ade to present the& tos%per$ising engineer+ before start of work.

*ost incl%des all necessar &aterials to work switch lock+ handles etc.and glass+ thickness 9c& for the spaces not less then 5.4 &tr. sq. andthickness && for the spaces not e0ceeding 5.4 &2 and antifl nets for

the &o$ingFF.

ocational spot di&ensions will be taken for confir&ing the preparationand to work accordingl.

*ost of section+ antir%st paint one laer for all iron works is incl%ded+also oil paint+ three laers.



7etal "or#s

*indo"s and Doors P?/

indows+ di&ensions 1.4:1.4&2

indows+ di&ensions 1.4:2&2

indows di&ensions 1.4:1&2

indows di&ensions 5.4:5.4&2

6oor di&ensions 2.5 : 5.8&2

6oor di&ensions 2.5:1&2

)ain gate+ di&ensions 2.9 : 2 &2

Gate+ di&ensions 1:2&2

At the alle$iations+ height of 55&&

3

3 /ost of the section includes paint in Supert"o De(loc three coats.

>?* windows and do%ble nor&al glass+ thickness+ &&+ with antiflnet with there &obile fra&es+ as per plans and technical specifications.

B0 Iron doors with fra&e caps plate fro& two sides+ work incl%des allreq%ire&ents of fi0ing the&+ locks of good foreign q%alit (switch tpe#

handles etc. and nor&al glass of && as per architect%ral plans andtechnical specifications.

/0 encing works %ppl of &aterials and works to &an%fact%refences of galleon steel+ as per directi$es of s%per$ising engineer.

%ppl of &aterials and working internal fencing for stair case+ height845&&+ as per plan and technical specifications.

*ost incl%des all necessar &aterials for work incl%ding switch locks

handles etc.




1

3 *ontractor will s%b&it sa&ples for appro$al before e0ec%ting works.


6oors with white wood str%ct%re with two laer co&pression+ one ofthe& thin iron sheet and the other is the %s%al back one+ fro& twosides+ thickness3&& for one laer with fra&e of teak wood. The worksalso incl%des paint with %pertwo 6e&loc in three coats with all thereq%ire&ent of fi0ing the& and locks of switch tpe with handles etc.and %s%al glass of thickness &&+ as per architect%ral plans andtechnical specifications.

a. 6oor+ di&ensions 1:2.5

The works will be done in keeping with plans+ technical specificationsand directi$es of s%per$ising engineer.

Eeq%ired colo%rs+ not specified in plans or the lists+ will be deter&ined b s%per$ising engineer.

a# %ppl of &aterials and work for le$eling floorswith porcelene+ 95:95c&+ Iranian or T%rkish onl+with the help of ce&ent pl%s sand &ortar on a laerof loose concrete+ cost incl%des poring of laer forthe gro%nd floor as per directi$es of s%per$isingengineer.


c# %ppl of &aterials and fi0ing of &arbleskirting %sing ce&ent< sand &ortar+ ratio 31+ withsoaking and all that is req%ired in the work+di&ensions 15:95c&




1


Schedule 1 <oof *or#s and &tension oint1


Surfacing of Terraces

d# %ppl of &aterials and work for the le$eling of bath floors with cera&ic+ Iranian or T%rkish onl+%sing ce&ent<and &ortar ratio 13 with soaking of

'oints with white ce&ent and as per directi$es ofs%per$ising engineer.

a&ples and di&ensions will be selected b s%per$ising engineer+ as per plans.

B. %ppl of &aterials and &aking secondar ceilings of good q%alitin reg%lar di&ensions %sing plastic board+ as per plans+ cost incl%des all&etal str%ct%res carring the&. And also accessories for fi0ing+wrapping and painting the&+ as per plans and technical specifications.

/efore start of works for protection fro& h%&idit (antih%&iditworks# the terraces will cleaned %p properl.

ork incl%des all &aterials and tools req%ired for the work+ as pertechnical specifications.




*or#s of passages!

A.

preading first laer of flincoat tar &aterial (pri& coat#+ then spreadinga laer of &e&brane of 9&& thickness+ (bit%&ino%s water proof&e&brane#+ stenthing b plastic fibers+ ens%ring intertwin of 15c&

between sections while fi0ing+ %sing hotweld then placing a laer ofnlon of &e&brane then a laer of stirpo%r (ther&al ins%lation#+thickness 4c&+ densit 34kg!&3+ then %ndertaking the works of le$elingwith *ash )o7aneek %sing ce&ent < sand &ortar and also pro$iding

appropriate depression (1D# towards the opening for drainage of rainwater close to the o%tlet+ thickness sho%ld not be less then 8c&+ and thecost incl%des &aking e0tension 'oint for e$er 3:3&+ for the entireterrace space and filling those 'oints with pol s%lphide+ properl and itsho%ld s%cceed laborator tests. *ost incl%des taking %p peripheries and&aking concert skirting + as per plans and technical specifications.


;0ca$ation of the fo%ndation of s%pport walls for walk+ width 95c&and depth of 5c&.

preading of pebbles thickness 25c&+ together with the sprinklingwith water and proper rolling.

>oring of fo%ndation+ thickness 25c&+ width 95c&+ %sing antisalinece&ent * 25.

*onstr%ction with solid blocks+ width 25c&+ %sing ce&ent <sand&ortar (31 ratio# together with wa0ing+ height $aring+ as per le$elsindicated in the architect%ral plans.

oil le$eling together with spread of a laer of pebbles+ 25c&+sprinkling and proper rolling of the area co$ered between the sport wall

and edge of the b%ilding.

>oring of pathwa+ %sing polished concrete of 15c& thickness+ *25and width of 1 &tr.+ %sing antisaline ce&ent also &aking 'oints ofe0tension for e$er two sq. &tr.+ in length then filling the 'oints with thece&ent &ortar and sprinkling pesticides below the poring le$el as perdirecti$es of s%per$ising engineer.



Total of esti(ated cost o



3 4lats )*ith an Area of 15s6. 7eters ach 4lat+

d fi0ation+ testing and operation+ and as per directi$es of the cons%ltant.

'ect to the appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld b

interr%pt!da&age an ser$ice networks.nicipalit.

s per the site capacit!req%ire&ent.

e cons%ltant to obtain appro$al fro& hi&.

t sho%ld precede.

%sed for all speciali7ations.

ted!as co&pleted.

Unity ,uantity Price ,D A(ount ,D

g the %uilding floor "ill %e as per directi9es of the consultant engineer

Total 1 1+555+555.55

Total 1 455+555.55



&3 1855 =+255+555.55

q. )tr. "55 18+555+555.55

&3 945 "+555+555.55

Total 1 1+555+555.55



)T 315 4+485+555.55

q. )tr. "55 18+555+555.55

&3 3"5 13+855+555.55

&3 95 12+555+555.55

&3 114 453+885+555.55

&3 28 8+955+555.55

&3 1184 344+455+55.55



&3 84 311+955+555.55

s.

&3 2545 398+455+555.55

&2 335 59+855+555.55



&2 19"53 1=8+83+555.55

&2 421 =+942+555.55

&2 25345 1+545+555.55

&2 4255 159+555+555.55



&2 43 =+554+555.55

&2 198 2+95+555.55

&2 12 19+485+555.55

&2 3 495+555.55

No. 199 1=+285+555.55

No. 199 21+55+555.55

No. 1 35+555.55

No. 13 1+"45+555.55

)T 38 11+485+555.55

)T =5 2+945+555.55



No. 288 93+255+555.55

)2 443 =8+3+555.55

No. 1"2 4+=5+555.55

)T 4158 35+98+555.55



&2 445 11+555+555.55

&2 555 =2+555+555.55



&2 =5 25+155+555.55



&2 134 3+3=4+555.55

construction "or#s.



e deli$ered officiall to the resident engineer and his for&al appro$al sho%ld be obtained.



Bill of ,uantities Building / Al0afarania Project 1 Stories 2 3

Ceneral o%ser9ations

1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not i

4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%n

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %

11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%t

S.No. Details Unity

Shedule1 "or#s for preparing the site

A Total

/ Total

Schedule arth "or#s

8%ser9ation! :e9el of road "ill %e ta#en as . and le9el for finishing the %ui

%ppl of &aterials and eq%ip&ents for protection of works+networks of ob$io%s and %nderneath ser$ices+ also properties of

&aterials and &achineries for protection+ lighting+ g%idance signs as per laws and instr%ctions. *ontractor sho%ld coordinate his workswith other depart&ents and sections with regard to the e0istingser$ices with concerned a%thorities responsible for the&. *ontractorwill bear responsibilit of an da&ages!har&s that he &a ca%se tothe network of ob$io%s and %nderneath ser$ices.

%ppl of &aterials and carring o%t the works of cleaning+

preparing and a&ending site plan with the re&o$al of %pper laer ofsoil and transporting it to the areas per&itted b concerneda%thorities. The work incl%des re&o$al of all obstr%ctions.



1

1 arth &ca9ations

A &3

Pe%%les

A &2

a# &3

b# Total

*ontractor sho%ld co&plete all works as per di&ensions indicated in plan and as per technical specifications of work. *oast will incl%decharges for eq%ip&ents and &achines contractor req%ires for thee0ec%tion of work with re&o$al of access soil res%lting for& workwhich can not be %sed at the work site and transport the& to the

places appro$ed b concerned a%thorities and as per g%idance ofresident engineer+ and pro$ide s%pport to the sides of e0ca$ation in

case of necessit. The work will also incl%de all field and laboratortests as per specifications. ;arth works will be pro$ided fro& the

p%llo%ts &eant for tests.

;0ca$ations %ntil the final le$el with depth not less then 2&tr.+incl%ded in price. The side s%pport for the soil red%cing gro%ndwater le$el if fo%nd+ and all that is req%ired for work to prepared the&at base+ in keeping with plans and technical specifications+incl%ded in the price filling %p aro%nd fo%ndations with good rollingof the fo%ndations floors till the densit req%ired in plans.

%ppl of necessar eq%ip&ent to spread the pri&ar laers of bo%lders+ thickness 24c&+ with as per inclose plans+ properl rolling

as per directi$es of s%per$ising engineer and engineeringspecifications.

%ppl of necessar eq%ip&ent to spread a laer of plaster+ thickness5.4&+ tpe /+ with *alifornian strength not less then 34D %nder the&at base of the b%ilding with sprinkling and good rolling tillreaching the le$el of rolling not less then "4D and on the le$els ofthe thickness of one laer not less then 24c&+ as per enclosed plansand directi$es of s%per$ising engineer and engineeringspecifications.

>esticides Treat&ent The work incl%des s%ppl of 6oorspan orcholoridene+ &i0ing it with water and sprinkling with the ratio of 15liters.! &tr. sq. %nder the floors+ sides of fo%ndations+ %nder

pathwas and all the places pests co%ld penetrate fro& to the inside+or an &aterial with si&ilar efficac as per the instr%ction of theco&pan.



Schedule ; /oncrete *or#s

1

2

3

9


A

)T

/ &2


/ Eeinforced concrete %sing nor&al ce&ent for bridges. &3

* &3

6 &3

; &3

<einforce concrete strength ;5 (ica pascal

A &3

All the works will be done as per technical specifications+di&ensions and for&s gi$en in plans+ the coast will incl%de all&aterials req%ired in the work+ &achiner+ eq%ip&ent+ &olds andadditional &aterials as per instr%ctions of s%per$ising engineer.

Antisaline ce&ent will be %sed for all the works+ below antih%&idit le$el. Eeinforce&ent will be done as per constr%ction

plans and instr%ction of s%per$ising engineer.

>rice of sections pertaining to concrete will incl%de all necessartests as pro$ided in the contract.

*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to bes%pplied+ for appro$al before s%ppl

Nonreinforced concrete strength 14n!&&2 %sing antisaline ce&ent+the work will incl%de &i0ing anti h%&idit che&ical as per directi$eof the &an%fact%ring co&pan+ and technical specifications.

Anti h%&idit laer 6>*+ di&ensions 295:145&& for the walls ofthe b%ilding.

ean concrete %nder &at base %sing antisaline ce&entthickness155&&.

Eeinforced concrete %sing nor&al ce&ent stair case bas and coatards.

Eeinforced concrete for ceilings of all floors %sing nor&al ce&ent+thickness 255&&.

Eeinforced concrete %sing nor&al ce&ent for screens and refractors+thickness 255&&+ height 125c&.

Eeinforced concrete %sing antisaline ce&ent for fo%ndations of allthe b%ildings incl%ding the price of a coat with tar (3525+e0ternall#.



&3

Schedule 3 /onstructions *or#s

1

2


9

Bric# "or# 3212=c( using ce(ent (ortar1!; as per di(ensions indicated and plans

A &3

/ &2

Schedule 5 4inishing "or#s

1


Eeinforced concrete %sing nor&al ce&ent+ work incl%des all &oldworks+ reinforce&ent iron for pillars+ walls and walls of lifts+ coastincl%des a coat of tar (3525 e0ternall and all concrete partsto%ching soil.

All works will be done in keeping with di&ensions indicated in plans and as per technical specifications and instr%ctions ofs%per$ising engineer.

*ost incl%des s%ppl of all necessar &aterials for the work+ it alsoincl%des tools+ eq%ip&ent and scaffolding req%ired b contractor fore0ec%tion of work.

*o&pleted works will be encircled with constr%ction in blocks as per indicated di&ensions.


*onstr%ction with solid blocks 95:25:14c& below antih%&iditle$el for all floors and as per di&ensions indicated in plans+ %singnor&al ce&ent with the thickness of 29c& for walls.

*onstr%ction with bricks 29:12:8c& abo$e antih%&idit le$el for

all floors and as per di&ensions indicated in plans+ %sing nor&alce&ent and with thickness 12c& for internal intersections of bathsand bath con$eniences.

All works will be done in keeping with specifications and sa&plesappro$ed b s%per$ising engineer.

*oast will incl%de works of plaster etc. fi0ing &etalFF in areas of 'oining block walls with pillars and concrete bridges (bea&s# for plaster and also closing all electrical pipe passages or sanitar pipes+

if fo%nd+ with &etal cl%tches and ce&ent sand &ortar with properlsprinkling water and sprinkling all walls and ceilings with ce&ent&ortar before starting plaster works.



9

P8P plaster

A


aer of nor&al >B> with thickness not less then 2c& %sing r%lers

laer of technical >B> (fer&ented# for last laer.

&2

(ollient "ith /e(ent (aterial

A &2

Paint

A &2

*rap0up "or#s

&2


1

2

3

9

5


%ppl of &aterials and plastering internal walls and ceilings with>B> %sing..+ coast will incl%de.

%ppl of &aterials incl%des work for pro$iding a laer of softe&ollient for e0ternal walls and screens fro& inside+ e0ternalceilings and for places indicated in plans %sing r%lers+ coast incl%desshocking with ce&ent &ortar 11.

%ppl of &aterials and plastic paint+ 3 laers of internal ande0ternal walls+ and internal and e0ternal ceilings as per plans andtechnical specifications

%ppl of &aterials and carring o%t wrap%p with cera&ic+ Iranianor T%rkish onl+ ce&entsand (31# &ortar with soaking as per plansand technical specifications in the walls of bathroo&s and kitchens


a&ples of all iron works sections will be &ade to present the& tos%per$ising engineer+ before start of work.

*ost incl%des all necessar &aterials to work switch lock+ handlesetc. and glass+ thickness 9c& for the spaces not less then 5.4 &tr. sq.and thickness && for the spaces not e0ceeding 5.4 &2 and antifl

nets for the &o$ingFF.

ocational spot di&ensions will be taken for confir&ing the preparation and to work accordingl.

*ost of section+ antir%st paint one laer for all iron works isincl%ded+ also oil paint+ three laers.




7etal "or#s

P?/ *indo"s$Doors

indows+ di&ensions 1.4:2 &2 &2

indows+ di&ensions 1.4:1.4 &2 &2

indows di&ensions 5.4:5.4 &2 &2

indows di&ensions 1.4:1 &2 &2

Gate! 6oor di&ensions 2.5:1 &2 No.

Gate! 6oor di&ensions 2.5 : 5.8 &2 No.

)ain gate+ di&ensions 2.9 : 2 &2 No.

Gate+ di&ensions 1:2&2 No.

At alle$iations+ height of 55&& )T

)T

1. All wood works will be carried o%t as per plans and technical specifications.

2. a&ples of all wood works will be &ade for presentation to s%per$ising engineer+ before st

3. *ost incl%des all necessar &aterials for work incl%ding switch locks and handles etc.

>?* windows and do%ble nor&al glass+ thickness+ &&+ with antifl net with there &obile parts of door!fra&es+ as per plans and

technical specifications.

B0 Iron doors with fra&e caps plate fro& two sides+ work incl%desall req%ire&ents of fi0ing the&+ locks of good foreign q%alit(switch tpe# handles etc. and nor&al glass of && as perarchitect%ral plans and technical specifications.

/0 encing works %ppl of &aterials and works to &an%fact%refences of galleon steel+ as per directi$es of s%per$ising engineer.

%ppl of &aterials and working internal fencing for stair case+height 845&&+ as per plan and technical specifications.



9. *ost of the section incl%des painting %pertwo 6e&loc+ three coats.


1

3


)2

No.

)T

&2


6oors with white wood str%ct%re with two laer co&pression+ one of the& thin iron sheet

a. 6oor+ di&ensions 1:2.5 No. 288

The works will be done in keeping with plans+ technicalspecifications and directi$es of s%per$ising engineer.

Eeq%ired colo%rs+ not specified in plans or the lists+ will bedeter&ined b s%per$ising engineer.

*ontractor will s%b&it sa&ples for appro$al before e0ec%tingworks.

a# %ppl of &aterials and work for le$elingfloors with porcelene+ 95:95c&+ Iranian orT%rkish onl+ with the help of ce&ent pl%s sand&ortar on a laer of loose concrete+ cost incl%des

poring of laer for the gro%nd floor as perdirecti$es of s%per$ising engineer.


c# %ppl of &aterials and fi0ing of &arbleskirting %sing ce&ent< sand &ortar+ ratio 31+with soaking and all that is req%ired in the work+di&ensions 15:95c&

d# %ppl of &aterials and work for the le$elingof bath floors with cera&ic+ Iranian or T%rkishonl+ %sing ce&ent<and &ortar ratio 13 withsoaking of 'oints with white ce&ent and as perdirecti$es of s%per$ising engineer.



1


&2

Schedule 1 <oof *or#s and &tension oint

1


Surfacing of Terraces

&2


*or#s of passages!

A.

a&ples and di&ensions will be selected b s%per$ising engineer+ as per plans.

B. %ppl of &aterials and &aking secondar ceilings of good

q%alit in reg%lar di&ensions %sing plastic board+ as per plans+ costincl%des all &etal str%ct%res carring the&. And also accessories forfi0ing+ wrapping and painting the&+ as per plans and technicalspecifications.

/efore start of works for protection fro& h%&idit (antih%&iditworks# the terraces will cleaned %p properl.

ork incl%des all &aterials and tools req%ired for the work+ as pertechnical specifications.

preading first laer of flincoat tar &aterial (pri& coat#+ thenspreading a laer of &e&brane of 9&& thickness+ (bit%&ino%s water

proof &e&brane#+ stenthing b plastic fibers+ ens%ring intertwin of15c& between sections while fi0ing+ %sing hotweld then placing alaer of nlon of &e&brane then a laer of stirpo%r (ther&alins%lation#+ thickness 4c&+ densit 34kg!&3+ then %ndertaking theworks of le$eling with *ash )o7aneek %sing ce&ent < sand &ortarand also pro$iding appropriate depression (1D# towards the openingfor drainage of rain water close to the o%tlet+ thickness sho%ld not beless then 8c&+ and the cost incl%des &aking e0tension 'oint fore$er 3:3&+ for the entire terrace space and filling those 'oints with

pol s%lphide+ properl and it sho%ld s%cceed laborator tests. *ostincl%des taking %p peripheries and &aking concert skirting+ as per

plans and technical specifications.




&2

Total of esti(ated cost of construction "or#s.

;0ca$ation of the fo%ndation of s%pport walls for walk+ width95c& and depth of 5c&.

preading of pebbles thickness 25c&+ together with thesprinkling with water and proper rolling.

>oring of fo%ndation+ thickness 25c&+ width 95c&+ %sing antisaline ce&ent * 25.

*onstr%ction with solid blocks+ width 25c&+ %sing ce&ent <sand&ortar (31 ratio# together with wa0ing+ height $aring+ as per le$elsindicated in the architect%ral plans.

oil le$eling together with spread of a laer of pebbles+ 25c&+sprinkling and proper rolling of the area co$ered between the sport

wall and edge of the b%ilding.

>oring of pathwa+ %sing polished concrete of 15c& thickness+ *25and width of 1 &tr.+ %sing antisaline ce&ent also &aking 'oints ofe0tension for e$er two sq. &tr.+ in length then filling the 'oints withthe ce&ent &ortar and sprinkling pesticides below the poring le$elas per directi$es of s%per$ising engineer.



4lats )*ith an Area of 15s6. 7eters ach 4lat+

fi0ation+ testing and operation+ and as per directi$es of the cons%ltant.

ect to the appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered

terr%pt!da&age an ser$ice networks.

icipalit.

per the site capacit!req%ire&ent.

cons%ltant to obtain appro$al fro& hi&.

sho%ld precede.

ed for all speciali7ations.

d!as co&pleted.

,uantity Price ,D

1

1

A(ount,D

lding floor "ill %e as per directi9es



1455

=45

3=4

1



2=4

=45

3"5

95

1924

24

""5



84

.

1825

3555



13244

422

18981

9555



199

495

29

154

158

"

1

13

38

=5

rt of work.



4993

1"2

9939

35

nd the other is the %s%al back one+



4125

4"4



124



fficiall to the resident engineer and his for&al appro$al sho%ld be obtaine



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works

2. All &aterials or works sho%ld confor& to the general technical specifications. The are


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld n

4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ine

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil p

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld

11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0

S.No. Details Unity

7echanical "or#s 0Air /onditioning Syste(

1 No.

2 No.

3 No.

9 )T

4 )T

TOTAL

PE Pipe for 100 Rmt.

Sr.No. Description Unit

Material

%ppl and fi0ing wall split+ -orean or T%rkish+ capacit 29555bt%+with all necessar accessories and as per directi$es of s%per$isingengineer.

%ppl and fi0ing wall split+ -orean or T%rkish+ capacit 18555bt%+with all necessar accessories and as per directi$es of s%per$isingengineer.

%ppl and fi0ing wall split+ -orean or T%rkish+ capacit 12555bt%+with all necessar accessories and as per directi$es of s%per$ising

engineer.

%ppl and fi0ing additional gas pipes as per directi$es ofs%per$ising engineer.

%ppl and fi0ing of co&pressor water drainage pipes for A*Hs+ si7e1+ *>?* tpe+ as per directi$es of %per$ising engineer.



190 mm HDPE Pipe PN 2.5 Rmt

2Coupling Nos

Labour

1Fitter Nos

2labour Nos

Total

Add 2% Contengencies

Add OH & Profit 25%

G.Total

Rate Per/Rmt.

Rate Per/Rmt. In IQD

CPVC Pipe for 100 Rmt.


Material

125 mm CPVC Pipe Rmt

2Coupling Nos

Labour1Fitter Nos

2labour Nos

Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.




and fi0ation+ testing and operation+ and as per directi$es of the cons%ltant.

%b'ect to the appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$er

t interr%pt!da&age an ser$ice networks.

%nicipalit.

as per the site capacit!req%ire&ent.

the cons%ltant to obtain appro$al fro& hi&.

int sho%ld precede.

e %sed for all speciali7ations.

c%ted!as co&pleted.

,uantity Price ,D A(ount ,D

98 152352.5= 9"154241.424

199 8=1=".13 12443893.124

" =52==9.93 =9394.24

1455 +394."8 "418"=2.48

9355 4+881.2= 2428"994."284

276,918,658.82

Qty Rate Amount



100.00 168.00 16,800.00

17.00 42.00 714.00 50

1.00 2,240.00 2,240.00

1.00 1,600.00 1,600.00

21,354.00

427.08

5,338.50

27,119.58

271.20

6,345.98

Qty Rate Amount

100.00 153.00 15,300.00

17.00 38.25 650.25

1.00 2,240.00 2,240.00

1.00 1,600.00 1,600.00

19,790.25

395.81

4,947.56

25,133.62

251.34

5,881.27



ed officiall to the resident engineer and his for&al appro$al sho%ld be obtained.

Cost of AC 2 Ton 661.25 760437.50

Accessories & Installation 33.06 38021.88

Continencies ! 2.5% 17.36 19961.48

Contractors "ro#t & $ ! 25% 177.92 204605.21

Total 889.59 ###



Cost of AC 1.5 Ton 563.50 648025.00


Continencies ! 2.5% 14.79 17010.66

Contractors "ro#t & $ ! 25% 151.62 174359.23

Total 758.08 871796.13



Cost of AC 1.0 Ton 454.25 522387.50


Continencies ! 2.5% 11.92 13712.67

Contractors "ro#t & $ ! 25% 122.22 140554.89

Total 611.11 702774.43



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'



4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%








7echanical "or#s "ater drainage syste(

A nternal "or#s

1 No. 98

No. 98

2 No. 295

3 )T 11145

9 )T 955

4 )T 4=4

)T 355

i0ing and s%ppl of ;astern toilet+ T%rkish+ with allnecessar accessories as per directi$es of s%per$isingengineer.

i0ing and s%ppl of estern toilet+ T%rkish+ with allnecessar accessories as per directi$es of s%per$isingengineer.

i0ing and s%ppl of co&plete asse&bl+ 9 inch+ as per

directi$es of s%per$ising engineer.

%ppl and fi0ing of water drainage pipes C>?*+ si7e 9inch+ ;gptian harief tpe+ with all necessar accessoriesas per directi$es of s%per$ising engineer.

%ppl and fi0ing water drainage pipes C>?*+ 3inch+;gptian harief tpe+ with all necessar accessories as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing water drainage pipes C>?*+ i7e 2 inch+;gptian harief tpe+ with all necessar accessories as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing water drainage pipes C>?*+ si7e inch+;gptian harief tpe+ with all necessar accessories as perdirecti$es of s%per$ising engineer.



= No. 2

8 No. 15

T8TA:

UPVC Pipe for 100 Rmt.

Sr.No. Description Unit Qty

Material

1110 mm, 4' UPVC Rmt 100.00

2Accessories Nos 17.00

Labour

1Fitter Nos 1.00

2labour Nos 1.00

Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.


Wall Mounted W.C with 6.5 litres P.V.C Flush Tank

Item Unit Quantity

A) Materials:

W.C Nos 1.00

6.5 litres PVC flush Tank Nos 1.00

Clamp Nos 4.00

Sub-Total of Material (M)

eptic+ si7e 2:4:4&tr.+ with all necessar e0ca$ation and po%ring works as per directi$es of s%per$ising engineer.

%ppl and fi0ing plastic &an hole 95:95c& as perdirecti$es of s%per$ising engineer.

Sr.

no



Labour:

B) Plumber Each 1

Mistry Each 0.5

Helper Each 1

Sub-Total of Labour (L)

Total (M+L)

C) Add for Sundries & Contingencies 2.00%

Add W.C & Electricity 1.00%

Add for OH & C.P 25.00%

Total Amt.

Cost Per No (Rs.)

Eastern W.C with 6.5 litres P.V.C Flush Tank

Item Unit Quantity

A) Materials:

W.C Nos 1.00

6.5 litres PVC flush Tank Nos 1.00

Clamp Nos 4.00

Sub-Total of Material (M)

Labour:

B) Plumber Each 1

Mistry Each 0.5

Helper Each 1

Sub-Total of Labour (L)

Total (M+L)C) Add for Sundries & Contingencies 2.00%

Add W.C & Electricity 1.00%

Add for OH & C.P 25.00%

Total Amt.

Cost Per No (Rs.)

Sr.

no



SEPTIC TANK

TYPE OF WORK L W

BRICK WALL 5 0.21

BRICK WALL 5 0.21

BAFFLE WALL 3 0.21

BRICKWORK

CONCRETE (1:2:4) 5 5

EXCAVATION 5.5 5.5

PVC PIPE 8 0.05


Add OH & Profit 25%

Rate In IQD



fi0ation+ testing and operation+ and as per directi$es of the cons%ltant.

ect to the appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered of


icipalit.



sho%ld precede.

ed for all speciali7ations.

d!as co&pleted.

Price ,D A(ount ,D

283394."2 135559.1

998581."2 2145="32.1

13+=1".9 142"=2514.834

"+45.54 3852918.1

4+21.4 352499.42124

2"295."41854 8==2284.4914



9+91"+=9"."5 883"9"".8554

95245 952455

212+"22+=52


Rate Amount Sr.No. Description

Material

406.00 40,600.00 190 mm, 3' UPVC

101.50 1,725.50 2Accessories

Labour

2,240.00 2,240.00 1Fitter

1,600.00 1,600.00 2labour

46,165.50 Total

923.31 Add 2% Contengencies

11,541.38 Add OH & Profit 25%

58,630.19 G.Total

586.30 Rate Per/Rmt.

13,719.46 Rate Per/Rmt. In IQD

8500.00 8500.00

1500.00 1500.00

125.00 500.00

10000.00

Rate

(Rs.)

Amount.

(Rs.)



2,240.00 2240.00

2,240.00 1120.00

1600.00 1600.00

4960.00

14960.00

299.20

149.60

3740.00

19148.80

448081.92

3000.00 3000.00

1500.00 1500.00

125.00 500.00

4500.00

2,240.00 2240.00

2,240.00 1120.00

1600.00 1600.00

4960.00

9460.00189.20

94.60

2365.00

12108.80

283345.92

Rate

(Rs.)

Amount.

(Rs.)



H N VOLUMERATE COST

2 1 2.1

2 1 2.1

1.5 1 0.945

5.145 5166 26579.07

0.75 1 18.75 5743.5 107690.625

2 1 60.5 944 57112

150 1200

TOTAL COST IN Rs = 192581.695

3,851.63

245,541.66

4,419,749.90



iciall to the resident engineer and his for&al appro$al sho%ld be obtained.



UPVC Pip

Unit Qty Rate Amount Sr.No.

Rmt 100.00 270.00 27,000.00 1

Nos 17.00 67.50 1,147.50 2

Nos 1.00 2,240.00 2,240.00 1

Nos 1.00 1,600.00 1,600.00 2

31,987.50

639.75

7,996.88

40,624.13

406.24

9,506.05



for 100 Rmt.

Description Unit Qty Rate Amount

Material

63 mm, 2' UPVC Rmt 100.00 133.00 13,300.00

Accessories Nos 17.00 33.25 565.25

Labour

Fitter Nos 1.00 2,240.00 2,240.00

labour Nos 1.00 1,600.00 1,600.00

Total 17,705.25

Add 2% Contengencies 354.11

Add OH & Profit 25% 4,426.31

G.Total 22,485.67

Rate Per/Rmt. 224.86

Rate Per/Rmt. In IQD 5,261.65




Sr.No. Description Unit Qty Rate Amount

Material

1160 mm, 6' UPVC Rmt 100.00 907.00 90,700.00

2Accessories Nos 17.00 226.75 3,854.75

Labour

1Fitter Nos 1.00 2,240.00 2,240.00

2labour Nos 1.00 1,600.00 1,600.00

Total 98,394.75

Add 2% Contengencies 1,967.90

Add OH & Profit 25% 24,598.69

G.Total 124,961.33

Rate Per/Rmt. 1,249.61

Rate Per/Rmt. In IQD 29,240.95



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works an

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b



4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%







S.No. Details Unity

7echanical "or#s "ater supply

1 No.

3 No.

9 No.

4 No.

No.

= )T

8 )T

" )T

%ppl and fi0ing a wash basin+ T%rkish+ si7e 4c&+ with &i0er andwater drainage hose with co&plete accessories as per directi$es ofs%per$ising engineer.

i0ing and s%ppl of shower+ T%rkish+ 85:85c&+ with &i0er and allaccessories as per directi$es of s%per$ising engineer.

i0ing and s%ppl of hand wash+ T%rkish+ with all accessories as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing of water gser+ 255 liters+ rian or T%rkish+ with allaccessories and as per directi$es of s%per$ising engineer.

i0ing and s%ppl of ankle wal$e (angle lock# ?etra+ as per directi$es ofs%per$ising engineer.

%ppl and fi0ing /6E pipes of 25&&+ Italian or Ger&an with allnecessar accessories after testing %nder 8 bar press%re+ as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing of >>E pipes+ 24&& si7e+ Italian or Ger&an with allnecessar accessories with testing %nder 8 bar press%re+ as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing >>E pipes+ 32&& si7e+ Italian or Ger&an with allnecessar accessories with testing %nder 8 bar press%re+ as perdirecti$es of s%per$ising engineer.



15 )T

11 )T

12 No.

13 No.

19 No.

14 No.

Total

Description UnitDetails o cost or one no.

!AT"$AL%

itreo's c(ina )at *ac+ ,as( *asin 630-450 eac(

15 C.". *rass ta/ eac(

C.". *rass ,aste 32 eac(

C.I. *rac+et for ,as( *asin and sin+s /air

ed lead ,(ite lead and as+et ..

Ceent sand and rit etc. ..

"aintin of *rac+ets #ttins etc. ..

Carriae of aterials ..A$

itter rade 1 day

:ason *ric+ layer 1 st class day

eldar day

TOTAL

Add ;ater C(ares ! 1%

TOTAL

%ppl and fi0ing Gal$anise pipes+ 45&&+ Italian or Ger&an with allall necessar accessories with testing %nder 8 bar press%re+ as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing Gal$anise pipes+ 4&&+ si7e Italian or Ger&an withall necessar accessories with testing %nder 8 bar press%re+ as per

directi$es of s%per$ising engineer.

%ppl and fi0ing Gal$anise water tank+ &od%lar+ thickness of thesection 9&&+ T%rkish origin+ si7e 2 c%bic &eter with all necessaraccessories as per directi$es of s%per$ising engineer.

%ppl and fi0ing Gal$anise water tank+ &od%lar+ thickness of thesection 9&&+ T%rkish origin+ si7e 83c%bic &eter with all necessaraccessories as per directi$es of s%per$ising engineer.

i0ing and s%ppl of water p%&p+ Italian or ;%ropean origin+ 12 c%bic&eter!ho%r head+ 45& with electric board with all accessories.




Add C"$ ! 25%

&ost o eac'

(a)

Description Unit

Details o cost or one no.!AT"$AL%

eac(

Carriae of aterials and #-in c(ares

TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'

(a)

Description Unit

Details o cost or one no.

!AT"$AL%

Anle al<e eac(


TOTAL


TOTALAdd C"$ ! 25%

&ost o eac'

(a)

Pipe for 100 Rmt.


Material

120 mm Pipe Rmt

2Coupling NosLabour

1Fitter Nos

2labour Nos

Total


(o,er rose C.".*rass for 80-80 c inlet 150 dia



Add OH & Profit 25%

G.Total

Rate Per/Rmt.


PPR Pipe for 100 Rmt.


Material

125 mm PPR Pipe Rmt

2Coupling Nos

Labour

1Fitter Nos

2labour Nos

Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.


PPR Pipe for 100 Rmt.


Material

132 mm PPR Pipe Rmt

2Coupling Nos

Labour

1Fitter Nos



2labour Nos

Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.


Galvanised Pipe for 100 Rmt.


Material

150 mm Galvanised Pipe Rmt

2Coupling Nos

Labour

1Fitter Nos

2labour Nos

Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.


Galvanised Pipe for 100 Rmt.


Material

165 mm Galvanised Pipe Rmt



fi0ation+ testing and operation+ and as per directi$es of the cons%ltant

ect to the appro$al of the cons%ltant before s%ppl or e0ec%tion and al


icipalit.



sho%ld precede.

sed for all speciali7ations.

ed!as co&pleted.


yste(

" 3"3544 3==33295.945454

98 =2459 3985212.=3

" 2=9811 2381"55.945454

98 158"142 422="2"".5=2

=2 8"51 935134".159

1955 =+33=.3= 152=2323.88

21555 "+5=2.31 1"5418431.89

1855 13+53=.88 2398184.=28



255 95+=".8= 814"3=9.58

345 45+=15.85 1==98==8.32

12 1+8=8+1".32 22438344.89

1 5+"81+45.9 5"8145.9

2 1+41"+""8.98 353"""."

2 1+9+192.98 3328289."

45+231+959

*+antit) ate Ao+nt

1 14000 14000

2 325 650

1 104 104

1 91 91

16.12 2.314 37.30

13.39 2.314 30.98

26.91 2.314 62.27

13.52 2.314 31.29

0.33 2240 739.2

0.33 1920 633.6

0.67 1600 1072

17451.64116

17.45

17469.09280116



21836.36600145

21836

393055

*+antit) ate Ao+nt

1 640 640

8.06 320 2579.2

3219.2

3.22

3222.4192

4028.024

4028

72504

*+antit) ate Ao+nt

1 480 480

8.06 320 2579.2

3059.2

3.06

3062.25923827.824

3828

68901

Qty Rate Amount

100.00 200.00 20,000.00

17.00 50.00 850.00

1.00 2,240.00 2,240.00

1.00 1,600.00 1,600.00

24,690.00

493.80



6,172.50

31,356.30

313.56

7,337.37

Qty Rate Amount

100.00 256.00 25,600.00

17.00 64.00 1,088.00

1.00 2,240.00 2,240.00

1.00 1,600.00 1,600.00

30,528.00

610.56

7,632.00

38,770.56

387.71

9,072.31

Qty Rate Amount

100.00 384.00 38,400.00

17.00 96.00 1,632.00

1.00 2,240.00 2,240.00



17.00 400.00 6,800.00

1.00 2,240.00 2,240.00

1.00 1,600.00 1,600.00

170,640.00

3,412.80

42,660.00

216,712.80

2,167.13

50,710.80



.

l sa&ples sho%ld be deli$ered officiall to the resident engineer and his for&al appro$al sho%ld be obt



Description Unit *+antit) ateDetails o cost or one no.

!AT"$AL%

itreo's c(ina )at *ac+ ,as( *asin 630-450 eac( 1 8750

15 C.". *rass ta/ eac( 2 325

C.". *rass ,aste 32 eac( 1 104

C.I. *rac+et for ,as( *asin and sin+s /air 1 91

ed lead ,(ite lead and as+et .. 16.12 2.314

Ceent sand and rit etc. .. 13.39 2.314

"aintin of *rac+ets #ttins etc. .. 26.91 2.314

Carriae of aterials .. 13.52 2.314A$

itter rade 1 day 0.33 2240

:ason *ric+ layer 1 st class day 0.33 1920

eldar day 0.67 1600

TOTAL


TOTAL



Add C"$ ! 25%

&ost o eac'

(a)

Description Unit *+antit) ate


=eyser 200 liters eac( 1 43200

Carriae of aterials and #-in c(ares 8.06 640

TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'

(a)



!AT"$AL%

=al<ani>ed ;ater Tan+ 2 c' eac( 1 57600


TOTAL


TOTALAdd C"$ ! 25%

&ost o eac'

(a)



!AT"$AL%

=al<ani>ed ;ater Tan+ 83 c' eac( 1 2656000

Carriae of aterials and #-in c(ares 8.06 6400TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'

(a)





!AT"$AL%

"'/ 12 c'?(r eac( 1 28800


TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'

(a)



!AT"$AL%

"'/ 16 c'?(r eac( 1 35200


TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'

(a)



ined.



Ao+nt

8750

650

104

91

37.30

30.98

62.27

31.29

739.2

633.6

1072

12201.64

12.20

12213.84



15267.3

15267

274811

Ao+nt

43200

5158.4

48358.4

48.36

48406.76

60508.45

60508

1089152

Ao+nt

57600

25792

83392

83.39

83475.39104344.2

104344

1878196

Ao+nt

2656000

515842707584

2707.58

2710292

3387864

3387864

###



Ao+nt

28800

38688

67488

67.49

67555.49

84444.36

84444

1519998

Ao+nt

35200

38688

73888

73.89

73961.89

92452.36

92452

1664142



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0ati

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not interr%

4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%nicipal

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as per th

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the cons%


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%l

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed fo

Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co&plet


7echanical "or#s 04ire 4ighting Syste(

A nternal "or#s

1 No. 35

2 )T 145

3 )T 55

9 No. 1

Total

Description Unit *+antit)


!AT"$AL%

@-tin'is(er of 6+ si>e eac( 1

6 + steel #re e-tin'is(er ca*inet eac( 1

%ppl and fi0ing fire fighting cabinet with e0ting%isher of kgsi7e+ fire hose length will be 35&tr.+ si7e 1+ with all necessaraccessories as per directi$es of s%per$ising engineer.

%ppl and fi0ing of steel carbon pipes+ si7e 2.4 inch+ Ckrainian+capacit 12 bar press%re+ with coatinge0ternallFFFFFFFF..

%ppl and fi0ing steel carbon pipes+ si7e 1 inch+ Ckrainian+ withthe strength of 12 bar press%re with coating e0ternall with Greand bright red paint with all necessar accessories and as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing fire p%&p working on 3 le$els (GC-, p%&p <;; p%&p and gas p%&p# 94 c%bic &eter! ho%r and 155&tr head+A&erican or T%rkish+ designed as per A&erican code N>A withall the necessar accessories.



ire ose 30 eac( 1

Carriae of aterials and #-in c(ares 8.06

TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'(a)

Steel Pipe for 100 Rmt.

Sr.No. Description Unit Qty

Material

12.5' Carbon Steel Pipe Rmt 100.00

2Coupling Nos 17.00

Labour1Fitter Nos 1.00

2labour Nos 1.00

Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.


Steel Pipe for 100 Rmt.

Sr.No. Description Unit QtyMaterial

11' Carbon Steel Pipe Rmt 100.00

2Coupling Nos 17.00

Labour

1Fitter Nos 1.00

2labour Nos 1.00



Total


Add OH & Profit 25%

G.Total

Rate Per/Rmt.


Description Unit *+antit)


eac( 1

Carriae of aterials and #-in c(ares 8.06

TOTAL


TOTAL

Add C"$ ! 25%

&ost o eac'

(a)

ire /'/ ,or+in on 3 le<els =B /'/ @@ /'/and as /'/



n+ testing and operation+ and as per directi$es of the cons%ltant.

the appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered o

t!da&age an ser$ice networks.

t.

e site capacit!req%ire&ent.

tant to obtain appro$al fro& hi&.

precede.

all speciali7ations.

ed.

Price ,D A(ount ,D

212=9 98823=.44

3"+8=.99 4"85114.""24

1+31.8 ""="55=.22

2"+345+51.28 2"34551.28

111@@

ate Ao+nt

56250 56250

4048 4048



9936 9936

3200 25792

96026

96.03

96122.026

120152.5325

1201532162746

Rate Amount

1,250.00 125,000.00

312.50 5,312.50

2,240.00 2,240.00

1,600.00 1,600.00

134,152.50

2,683.05

33,538.13

170,373.68

1,703.74

39,867.44

Rate Amount

500.00 50,000.00

125.00 2,125.00

2,240.00 2,240.00

1,600.00 1,600.00



55,965.00

1,119.30

13,991.25

71,075.55

710.76

16,631.68

ate Ao+nt

1200000 1200000

12800 103168

1303168

1303.17

1304471.168

1630588.96

1630589

29350601



ficiall to the resident engineer and his for&al appro$al sho%ld be obtained.



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0ation

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to th


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not interr%pt!

4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%nicipalit

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as per the

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the cons%lta


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%ld p

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed for a

11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co

S.No. Details Unity

7echanical "or#s 04ire 4ighting Syste(

A nternal "or#s

1 No.

2 )T

3 )T

9 No.

Total

%ppl and fi0ing fire fighting cabinet with e0ting%isher of kg si7e+ fire hoselength will be 35&tr.+ si7e 1+ with all necessar accessories as per directi$es ofs%per$ising engineer.

%ppl and fi0ing of steel carbon pipes+ si7e 2.4 inch+ Ckrainian+ capacit 12 bar press%re+ with coating e0ternall in Gre and bright red with all necessaraccessories as per directi$es of s%per$ising engineer.

%ppl and fi0ing steel carbon pipes+ si7e 1 inch+ Ckrainian+ with the strength of12 bar press%re with coating e0ternall with Gre and bright red paint with allnecessar accessories and as per directi$es of s%per$ising engineer.

%ppl and fi0ing fire p%&p working on 3 le$els (GC-, p%&p < ;; p%&pand gas p%&p# 39 c%bic &eter! ho%r and 85&tr head+ A&erican or T%rkish+designed as per A&erican code N>A with all the necessar accessories.



+ testing and operation+ and as per directi$es of the cons%ltant.

appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered officiall to th

a&age an ser$ice networks.

ite capacit!req%ire&ent.

t to obtain appro$al fro& hi&.

recede.

l speciali7ations.

pleted.


29 212=9 41"548"9.59

124 3"+8=.99 9"8392".""3=4

945 1+31.8 =989244.914

1 2"+345+51.28 2"34551.28

@;31=1



resident engineer and his for&al appro$al sho%ld be obtained



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and f

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'e


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not int

4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%nic

. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as p

=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the c


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point s

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %se

Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co

S.No. Details Unity

7echanical "or#s "ater supply s

1 No.

2 No.

3 No.

9 No.

4 No.

No.

= )T

8 )T

%ppl and fi0ing a wash basin+ T%rkish+ si7e 4c&+ with &i0er and waterdrainage hose with co&plete accessories as per directi$es of s%per$isingengineer.

i0ing and s%ppl of bath t%b+ T%rkish+ 85:185c&+ with &i0er and allaccessories as per directi$es of s%per$ising engineer.

i0ing and s%ppl of shower+ T%rkish+ 85:85c&+ with &i0er and all

accessories as per directi$es of s%per$ising engineer.

i0ing and s%ppl of hand wash+ T%rkish+ with all accessories as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing of water gser+ 255 liters+ rian or T%rkish+ with allaccessories and as per directi$es of s%per$ising engineer.

i0ing and s%ppl of ankle wal$e (angle lock# ?etra+ as per directi$es ofs%per$ising engineer.

%ppl and fi0ing /6E pipes of 25&&+ Italian or Ger&an with allnecessar accessories after testing %nder 8 bar press%re+ as per directi$esof s%per$ising engineer.

%ppl and fi0ing of /6E pipes+ 24&& si7e+ Italian or Ger&an with allnecessar accessories with testing %nder 8 bar press%re+ as per directi$esof s%per$ising engineer.



" )T

15 )T

11 )T

12 No.

13 No.

19 No.

14 No.

Total

Description Unit


!AT"$AL%

T'r+is( 80D180c *at( t'* eac(


TOTAL


TOTALAdd C"$ ! 25%

&ost o eac'

(a)

%ppl and fi0ing /6E pipes+ 32&& si7e+ Italian or Ger&an with allnecessar accessories with testing %nder 8 bar press%re+ as per directi$esof s%per$ising engineer.

%ppl and fi0ing Gal$anise pipes+ 45&&+ Italian or Ger&an with all allnecessar accessories with testing %nder 8 bar press%re+ as per directi$esof s%per$ising engineer.

%ppl and fi0ing Gal$anise pipes+ 4&&+ si7e Italian or Ger&an with allall necessar accessories with testing %nder 8 bar press%re+ as perdirecti$es of s%per$ising engineer.

%ppl and fi0ing Gal$anise water tank+ &od%lar+ thickness of the section9&&+ T%rkish origin+ si7e 2 c%bic &eter with all necessar accessories as

per directi$es of s%per$ising engineer.

%ppl and fi0ing Gal$anise water tank+ &od%lar+ thickness of the section9&&+ T%rkish origin+ si7e "4 c%bic &eter with all necessar accessories as per directi$es of s%per$ising engineer.





0ation+ testing and operation+ and as per directi$es of the cons%ltant.

t to the appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$er

rr%pt!da&age an ser$ice networks.

ipalit.

r the site capacit!req%ire&ent.

ns%ltant to obtain appro$al fro& hi&.

o%ld precede.

d for all speciali7ations.

pleted


ste(

185 3"3544 =5=9"824.899"8

5 314534= 18"521932.

5 =2459 934524."2

185 2=9811 9"953.399"8

5 158"142 439"123.89

1255 8"51 8285""8.9

2155 =+33=.3= 14958984.82

3555 "+5=2.31 2=21"33.12



2455 13+53=.88 324"9=52.9

245 95+=".8= 151""21=.

355 45+=15.85 14213238.4

1 1+8=8+1".32 35541191.12

1 =5+128+="9.=9 =5128="9.=3

2 1+=9=+""8.24 39"4"".459

2 2+4="+925.89 4148891.88

>1=5>1

*+antit) ate Ao+nt

1 62500 62500

8.06 9600 77376

139876

139.88

140015.876175019.845

175020

3150357



d officiall to the resident engineer and his for&al appro$al sho%ld be obtained.



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0atio

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to t


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not interr%p



=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the cons%l


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%ld

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed for

Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co&plete

S.No. Details Unity

7echanical "or#s "ater drainage syste(

A nternal "or#s

1 No.

No.

2 No.

3 )T

9 )T

4 )T

)T

= No.

8 No.

i0ing and s%ppl of ;astern toilet+ T%rkish+ with all necessar accessories as per directi$es of s%per$ising engineer.

i0ing and s%ppl of estern toilet+ T%rkish+ with all necessar accessories as per directi$es of s%per$ising engineer.

i0ing and s%ppl of co&plete asse&bl+ 9 inch+ as per directi$es of


%ppl and fi0ing of water drainage pipes C>?*+ si7e 9 inch+ ;gptian harieftpe+ with all necessar accessories as per directi$es of s%per$ising engineer.

%ppl and fi0ing water drainage pipes C>?*+ 3inch+ ;gptian harief tpe+with all necessar accessories as per directi$es of s%per$ising engineer.

%ppl and fi0ing water drainage pipes C>?*+ i7e 2 inch+ ;gptian harieftpe+ with all necessar accessories as per directi$es of s%per$ising engineer.

%ppl and fi0ing water drainage pipes C>?*+ si7e inch+ ;gptian harieftpe+ with all necessar accessories as per directi$es of s%per$ising engineer.

eptic+ si7e 2:4:4&tr.+ with all e0ca$ation and po%ring as per directi$es ofs%per$ising engineer.

%ppl and fi0ing plastic &ain hole 95:95c& as per directi$es of s%per$isingengineer.



TOTAL



n+ testing and operation+ and as per directi$es of the cons%ltant.

e appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered officiall

!da&age an ser$ice networks.

.

site capacit!req%ire&ent.

ant to obtain appro$al fro& hi&.

precede.

all speciali7ations.

d.


5 283394."2 1=555=44.2

125 998581."2 43="835.9

355 5.55 5

1455 13=1".9 254="1"9."34

455 "45.54 9=43522.24

=45 421.4 3"9239.924

"55 2"295."4 23184.294

2 991"=9"."5 883"9"".8554

18 95245.55 =29455



135,929,894.23



to the resident engineer and his for&al appro$al sho%ld be obtained.



7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0atio

2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to t


9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not interr%pt!



=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the cons%lt


". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%ld

15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed for

11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co

S.No. Details Unity

7echanical "or#s 0Air /onditioning Syste(

1 No.

2 No.

3 %ppl and fi0ing additional gas pipes as per directi$es of s%per$ising engineer. )T

9 )T

TOTAL

%ppl and fi0ing wall split+ -orean or T%rkish+ capacit 29555bt%+ with allnecessar accessories and as per directi$es of s%per$ising engineer.

%ppl and fi0ing wall split+ -orean or T%rkish+ capacit 18555bt%+ with allnecessar accessories and as per directi$es of s%per$ising engineer.

%ppl and fi0ing of co&pressor water drainage pipes for A*Hs+ si7e 1+ *>?*tpe+ as per directi$es of %per$ising engineer.



+ testing and operation+ and as per directi$es of the cons%ltant.

e appro$al of the cons%ltant before s%ppl or e0ec%tion and all sa&ples sho%ld be deli$ered officiall

da&age an ser$ice networks.

.

site capacit!req%ire&ent.

nt to obtain appro$al fro& hi&.

recede.

ll speciali7ations.

&pleted.


5 152352.5= 138149.943124

35 8=1=".13 313895=.8124

1855 394."8 11922==.5"

9855 4881.2= 282355=".1=

414,881,018.54



o the resident engineer and his for&al appro$al sho%ld be obtained.

Boq Housing

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