7/23/2019 Boq Housing http://slidepdf.com/reader/full/boq-housing 1/198 15 Storey Building of A Type' Project in Baghdad S.No. Details Unity 8 8.1 No. 8.2 No. 8.3 No. ØAll works will be done in keeping with Iraqi technical specifications (IGT!1""3 ØAll &aterials will be s%b'ect to laborator tests. Ø)aps!graphs will be the basis in case of difference!$ariation between plans and Ø*ables will be laid on cable tras in corridors and %nder the false ceiling for cabl ØAll electrical works sho%ld be tested with the official appro$al of s%per$ising en ØAll works will be done in -eeping with the conditions of the ci$il engineeringw Section ight! lectrical "or#s$all electrical "or#s "ill %e done using plastic pipes è%ppl &aterials+ installation of &ain distrib%tion boards (./.A# of the tpe that &a be fi0ed on gro%nd and the c%t o%ts will be of egrand tpe of G and rench A//. è)etal cabinet &ade of &etal plates+ 2.4 && thickness+ anti r%st painted in Gre colo%r. è)ain c%t o%t three phase+ 455 A&pere+ one è6istrib%tion roads with ne%trali7er and earth capable of 855 A&pere. è%bc%to%t+ three phase+ 3 A&pere+ 29 è %ppl of &aterials+ installation and testing of &ain distrib%tion bond of the tpe that &a be fi0ed on the gro%nd and the c%t o%ts of egrand consisting of )G and rench A//. è)etal cabinet &ade of &etal plates of 2.4 && thickness and antir%st painted in Gre. è)ain c%to%t+ three phase+ 455 A&pere+ one. è6istrib%tion roads with ne%trali7er and earth+ capacit 855 A&pere. è%bc%to%t+ three phase+ 3 A&pere+ 1. è %b c%to%t+ three phase+ 24 A&pere+ 8 è%ppl of &aterials+ installation and testing of &ain distrib%tion board (./.*# of the tpe that &abe fi0ed on gro%nd and c%to%ts will be rench egrand consisting of )G and A//. è)etal cabinet &ade of &etal plates+ 2.4 && thickness antir%st painted in Gre. è)ain c%t o%t+ three phase+ 955 A&pere+ one
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15 Storey Building of A Type' Project in Baghdad
S.No. Details Unity
8
8.1 No.
8.2 No.
8.3 No.
Ø All works will be done in keeping with Iraqi technical specifications (IGT!1""3
Ø All &aterials will be s%b'ect to laborator tests.
Ø )aps!graphs will be the basis in case of difference!$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$il engineeringw
è %ppl &aterials+ installation of &ain distrib%tion
boards (./.A# of the tpe that &a be fi0ed on gro%ndand the c%t o%ts will be of egrand tpe of G andrench A//.
è )etal cabinet &ade of &etal plates+ 2.4 &&
thickness+ anti r%st painted in Gre colo%r.
è )ain c%t o%t three phase+ 455 A&pere+ one
è 6istrib%tion roads with ne%trali7er and earth capable
of 855 A&pere.
è %bc%to%t+ three phase+ 3 A&pere+ 29
è %ppl of &aterials+ installation and testing of &aindistrib%tion bond of the tpe that &a be fi0ed on thegro%nd and the c%t o%ts of egrand consisting of )Gand rench A//.
è )etal cabinet &ade of &etal plates of 2.4 &&
thickness and antir%st painted in Gre.
è )ain c%to%t+ three phase+ 455 A&pere+ one.
è 6istrib%tion roads with ne%trali7er and earth+
capacit 855 A&pere.
è %bc%to%t+ three phase+ 3 A&pere+ 1.
è %b c%to%t+ three phase+ 24 A&pere+ 8
è %ppl of &aterials+ installation and testing of &ain
distrib%tion board (./.*# of the tpe that &abe fi0edon gro%nd and c%to%ts will be rench egrandconsisting of )G and A//.
è )etal cabinet &ade of &etal plates+ 2.4 &&
thickness antir%st painted in Gre.
è )ain c%t o%t+ three phase+ 955 A&pere+ one
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8.9 No.
8.4
*able 9: 15&&2 )T 3555
8.
No.
No.
No.
No.
No.
No.
è 6istrib%tion roads with ne%trali7er and earth+
capacit 855 A&pere.
è %bc%to%t+ three phase+ 3 A&pere+ 25.
è %ppl of &aterials+ installation and testing of
distrib%tion board (6/# of original ;nglish *ropteritpe with 18+ three phase as per appro$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.
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$ising engineer.
%ppl of &aterials and fi0ing a telephone e0change of 355 lines+ e0ternaland internal+ >anasonic.
%ppl of &aterials and &aking a co&plete telephone point incl%dinglaing telephone cable 2 piers inside plastic pipes fro& e0change to the
point with switch and bo0+ and ll other &aterials req%ired in the work.
%ppl of &aterials and &aking a co&plete T? point incl%ding laingcable inside plastic pipes to the point with switch of a foreign &ake.
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8.1 Total
8.1= %ppl of &aterials and fi0ing a co&plete bell point No.
8.18
A# ire Indication sste& " @one
/# &oke detector No.
*# /ell No.
6# Glass break No.
No.
8.1" No.
8.2 No.
8.21 No.
Total su( of Section ight )lectrical
1 Material cost
500A TP MCCB 50KA - 1 NO 32453.00
Bus Bar 4 Nos of 500A rating 3!4.00
"art#ing Point 115
315A TP MCCB 25KA 255.50
32A TPN MCB 13!$.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! ((
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5 9a:our an' TP c#arges 15
$ Rates for each No
Contractors Profit 25
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,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.
Ø All works will be done in keeping with Iraqi technical specifications (IGT!1""3# a
Ø All &aterials will be s%b'ect to laborator tests.
Ø )aps!graphs will be the basis in case of difference!$ariation between plans and billØ *ables will be laid on cable tras in corridors and %nder the false ceiling for cables+
Ø All electrical works sho%ld be tested with the official appro$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$all electrical "or#s "ill %e done using plastic files and
%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (/A#+ to befi0ed on gro%nd and the c%to%ts will be rench egrand consisting of )G orA//.
Ø )etal cabinet &ade of &etallic plats thickness 2.4&&+
antir%st painted in Gre.
Ø )ain c%t o%t+ three phase+ 245 A&pere+ one.
Ø 6istrib%tion rods with ne%trali7er and earthing of the
capacit of 455 A&pere.
Ø %bc%to%t+ three phase+ 95 A&pere+ 25.
%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (//#+ to befi0ed on gro%nd and the c%to%ts will be rench egrand consisting of )G orA//.
Ø )etal *abinet &ade of &etallic plats+ thickness 2.4 &&+
antir%st painted in Gre.
Ø )ain c%to%t+ three phase+ 245 A&pere+ one
Ø 6istrib%tion rods with ne%trali7er and earthing of the
capacit of 455 A&pere c%rrent.
Ø %bc%to%t+ three phase+ 95 A&pere+ 25.
%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (/*#+ to befi0ed on gro%nd and the c%to%ts will be rench egrand consisting of )G orA//.
Ø )etal *abinet &ade of &etallic plats+ thickness 2.4 &&+
antir%st painted in Gre.
Ø )ain c%to%t+ three phase+ 245 A&pere+ one
Ø 6istrib%tion rods with ne%trali7er and earthing of the
%ppl of &aterials+ fi0ing and testing of &ain distrib%tion board (6/#+croptor original ;nglish with 1 (three phase#+ as per appro$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
s%per$ising engineer.
/# %ppl of &aterials+ fi0ing and testing of fi0t%res oflighting (pot light 18 watt# to be fi0ed in the secondarsealing+ T%rkish &ade+ as per appro$al of s%per$isingengineer.
*# %ppl of &aterials and fi0ing of sealing plate with b%lb3 watt as per appro$al of s%per$ising engineer.
6# %ppl of &aterials+ fi0ing and testing of lightingfi0t%res (spot light 18 watt#+ to be fi0ed in the secondarsealing+ T%rkish &ake+ as per appro$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.
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$iding the earthing.
%ppl of &aterials and installation of electrics lifts BT or con or )its%bishi+co&plete with Iron &otor base fro& nonlocal origin with co&plete safetsste&+ incl%ding all accessories of the work as per engineering specifications+for 15 persons.
%ppl of &aterials and installing works for electrical doors+ foreign &ake+
co&plete with non local &otor with co&plete safet sste&+ incl%ding allaccessories of work as per specifications.
%ppl of &aterials and &aking split points+ laing wire 9:9&&+ with all thereq%isites of work.
Ø All works will be done in keeping with Iraqi technical specifications (IGT!1""3
Ø All &aterials will be s%b'ect to laborator tests.
Ø )aps!graphs will be the basis in case of difference!$ariation between plans and 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//.
%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.
Ø )ain c%to%t+ three phase+ 245 A&pere+ one
Ø 6istrib%tion rods with ne%trali7er and
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.
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$ising engineer.
%ppl of &aterials and &aking a co&plete block switch pointincl%ding laing wire 1:1.4&&2 < 2.4:1&&2+ inside plastic
pipes+ fro& distrib%tion board to the switch with switches of 13Asi7e+ croptar tpe and bo0es+ and all other &aterials that &a bereq%ired in the work.
%ppl of &aterials and &aking of co&plete block switch pointincl%ding laing wire+ 1:1.4&&2 < 2.4:1&&2 inside plastic
pipes!t%bes fro& distrib%tion board to the switch with switches
of the si7e 13A+ croptar tpe and bo0es+ and all that is req%iredin the work.
%ppl of &aterials and &aking a geser point or switch point 24A&pere incl%ding laing wire 1:2.4&&2 < 1:9&&2+ foreign&ake+ inside plastic pipes+ in appropriate si7e fro& distrib%tion
board to the point+ with switches 24 A&pere+ )- tpe.
Ø %ppl of &aterials and &aking a co&plete
fan point incl%ding laing cable+ inside plastic pipes+ to the point with switches of foreign&ake.
%ppl &aterial+ fi0ing and testing of e0ha%st fan of 12 inchessi7e+ )alasian+ fro& the point of e0ha%st+ %sing wire1:2.4&&2+ inside plastic pipe with the sealing+ as per appro$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.
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$al of allobstr%ctions.
*ontractor sho%ld co&plete all works as per di&ensionsindicated in plan and as per technical specifications of work.*oast will incl%de charges for eq%ip&ents and &achinescontractor req%ires for the e0ec%tion of work with re&o$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$isingengineer and engineering specifications.
/ Eeinforced concrete %sing nor&al ce&ent for bridges. &3
* &3
>esticides Treat&ent The work incl%des s%ppl of 6oorspan orcholoridene+ &i0ing it with water and sprinkling with the ratioof 15 ltd.!&2 %nder the floors+ sides of fo%ndations+ %nder
pathwas and all the places pests co%ld penetrate fro& to theinside+ or an &aterial with si&ilar efficac as per theinstr%ction of the co&pan.
All the works will be done as per technical specifications+di&ensions and for&s gi$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$al before s%ppl
Eeinforced concrete %sing antisaline ce&ent for fo%ndations ofall the b%ildings incl%ding the price of a coat with tar (3525+e0ternall#.
Eeinforced concrete %sing nor&al ce&ent+ work incl%des allworks of &old+ reinforce&ent iron for pillars+ walls and walls oflifts+ coast incl%des a coat of tar (3525 e0ternall and allconcrete parts to%ching soil.
All works will be done in keeping with di&ensions indicated in plans and as per technical specifications and instr%ctions ofs%per$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$eniences.
3 *oast incl%des all sections for necessar tests for all &aterials.
9
P8P plaster
A
oaking with ce&ent &ortar+ ratio 11.
aer of nor&al >B> with thickness not less then 2c& %singF
laer of technical >B> (fer&ented# for last laer. &2
(ollient "ith ce(ent (aterial
A &2
Paint
A &2
*rap0up "or#s
All works will be done in keeping with specifications andsa&ples appro$ed b s%per$ising engineer.
*oast will incl%de works of plaster etc. fi0ing &etalFF inareas of 'oining block walls with pillars and concrete bridges(bea&s# for plaster and also closing all electrical pipe passages
or sanitar pipes+ if fo%nd+ with &etal cl%tches and ce&ent sand&ortar with properl sprinkling water and sprinkling all wallsand ceilings with ce&ent &ortar before starting plaster works.
*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to bes%pplied+ for appro$al before s%ppl.
%ppl of &aterials and plastering internal walls and ceilingswith >B> %sing..+ coast will incl%de.
%ppl of &aterials incl%des work for pro$iding a laer of softe&ollient for e0ternal walls and screens fro& inside+ e0ternalceilings and for places indicated in plans %sing r%lers+ coastincl%des shocking with ce&ent &ortar 11.
%ppl of &aterials and plastic paint+ 3 laers of internal ande0ternal walls+ and internal and e0ternal ceilings as per plans
%ppl of doors with switch kes+ three for each door.
7etal "or#s
*indo"s and Doors P?/
indows+ di&ensions 1.4:2 &2 &2
indows+ di&ensions 1.4:1.4&2 &2
indows di&ensions 5.4:5.4&2 &2
indows di&ensions 1.4:1&2 &2
6oor di&ensions 2.5 : 1&2 No.
6oor di&ensions 2.5:5.8&2 No.
%ppl of &aterials and carring o%t wrap%p with cera&ic+Iranian or T%rkish onl+ ce&entsand (31# &ortar with soakingas per plans and technical specifications in the walls of
bathroo&s and kitchens
)etal works will be done in keeping with plans and technicalspecifications.
a&ples of all iron works sections will be &ade to present the&to s%per$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$ingFF.
ocational spot di&ensions will be taken for confir&ing the preparation and to work accordingl.
*ost of section+ antir%st paint one laer for all iron works isincl%ded+ also oil paint+ three laers.
>?* windows and do%ble nor&al glass+ thickness+ &&+ withantifl net with there &obile fra&es+ as per plans and technicalspecifications.
B0 Iron doors with fra&e caps plate fro& two sides+ workincl%des all req%ire&ents of fi0ing the&+ locks of good foreignq%alit (switch tpe# handles etc. and nor&al glass of && as
per architect%ral plans and technical specifications.
/0 encing works %ppl of &aterials and works to&an%fact%re fences of galleon steel+ as per directi$es ofs%per$ising engineer.
%ppl of &aterials and working internal fencing for stair case+height 845&&+ as per plan and technical specifications.
*ost incl%des all necessar &aterials for work incl%ding switchlocks handles etc.
/ost of the section includes paint in Supert"o De(loc threecoats.
6oors with white wood str%ct%re with two laer co&pression+one of the& thin iron sheet and the other is the %s%al back one+fro& two sides+ thickness3&& for one laer with fra&e of teakwood. The works also incl%des paint with %pertwo 6e&loc inthree coats with all the req%ire&ent of fi0ing the& and locks ofswitch tpe with handles etc. and %s%al glass of thickness &&+
as per architect%ral plans and technical specifications.
The works will be done in keeping with plans+ technicalspecifications and directi$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.
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$er 3:3&+ forthe entire terrace space and filling those 'oints with pols%lphide+ properl and it sho%ld s%cceed laborator tests. *ostincl%des taking %p peripheries and &aking concert skirting + as
per plans and technical specifications.
%ppl of &aterials and works for &aking passages aro%nd the b%ildings as per following specifications
;0ca$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.
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%
3. The contractor sho%ld appoint specialist engineer to s%per$ise work.
9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )
. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined
=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of th
8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.
". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil 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$al of all obstr%ctions.
*ontractor sho%ld co&plete all works as per di&ensions indicated in plan and as per technical specifications of work. *oast will incl%decharges for eq%ip&ents and &achines contractor req%ires for thee0ec%tion of work with re&o$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$ising engineer and engineering specifications.
>esticides Treat&ent The work incl%des s%ppl of 6oorspan orcholoridene+ &i0ing it with water and sprinkling with the ratio of 15
ltd.! &tr. sq. %nder the floors+ sides of fo%ndations+ %nder pathwas andall the places pests co%ld penetrate fro& to the inside+ or an &aterialwith si&ilar efficac as per the instr%ction of the co&pan.
All the works will be done as per technical specifications+ di&ensionsand for&s gi$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$al before s%ppl
3 *oast will incl%de sections all necessar tests of &aterials.
9
Bric# "or# 3212=c( using ce(ent (ortar1!; as per di(ensions indicated and pla
A
/
Schedule 5 finishing "or#s
1
3 *oast incl%des all sections for necessar tests for all &aterials.
Eeinforced concrete %sing nor&al ce&ent+ work incl%des all works of&old+ reinforce&ent iron for pillars+ walls and walls of lifts+ coastincl%des a coat of tar (3525 e0ternall and all concrete parts to%chingsoil.
All works will be done in keeping with di&ensions indicated in plansand as per technical specifications and instr%ctions of s%per$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$ising engineer.
*oast will incl%de works of plaster etc. fi0ing &etalFF in areas of 'oining block walls with pillars and concrete bridges (bea&s# for plasterand also closing all electrical pipe passages or sanitar pipes+ if fo%nd+with &etal cl%tches and ce&ent sand &ortar with properl sprinkling
water and sprinkling all walls and ceilings with ce&ent &ortar beforestarting plaster works.
aer of nor&al >B> with thickness not less then 2c& %singF
laer of technical >B> (fo&ented# for last laer.
(ollient "ith ce(ent (aterial
A
Paint
A
*rap0up "or#s
Schedule > (etal "or#s
1
2
3
9
5
%ppl of doors with switch kes+ three for each door.
*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to be s%pplied+for appro$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$iding a laer of softe&ollient for e0ternal walls and screens fro& inside+ e0ternal ceilingsand for places indicated in plans %sing r%lers+ coast incl%des shockingwith ce&ent &ortar 11.
%ppl of &aterials and plastic paint+ 3 laers of internal and e0ternalwalls+ and internal and e0ternal ceilings as per plans and technicalspecifications
%ppl of &aterials and carring o%t wrap%p with cera&ic+ Iranian orT%rkish onl+ ce&entsand (31# &ortar with soaking as per plans andtechnical specifications in the walls of bathroo&s and kitchens
)etal works will be done in keeping with plans and technicalspecifications.
a&ples of all iron works sections will be &ade to present the& tos%per$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$ingFF.
ocational spot di&ensions will be taken for confir&ing the preparationand to work accordingl.
*ost of section+ antir%st paint one laer for all iron works is incl%ded+also oil paint+ three laers.
3 *ontractor will s%b&it sa&ples for appro$al before e0ec%ting works.
9 The sho%ld s%cceeds in laborator tests.
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.
b# /as and stairs 35:125c&
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&
*ost will incl%de paint of secondar ceiling with req%ired paints.
Schedule 1 <oof *or#s and &tension oint1
3 It also incl%des necessar s%ccessf%l tests.
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.
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$er 3:3&+ for the entireterrace space and filling those 'oints with pol s%lphide+ properl and itsho%ld s%cceed laborator tests. *ost incl%des taking %p peripheries and&aking concert skirting + as per plans and technical specifications.
%ppl of &aterials and works for &aking passages aro%nd the b%ildings as per following specifications
;0ca$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.
*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.
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'
3. The contractor sho%ld appoint specialist engineer to s%per$ise work.
9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not i
4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%n
. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as
=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the
8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.
". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point
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$al of all obstr%ctions.
*ontractor sho%ld co&plete all works as per di&ensions indicated in plan and as per technical specifications of work. *oast will incl%decharges for eq%ip&ents and &achines contractor req%ires for thee0ec%tion of work with re&o$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$ising engineer and engineeringspecifications.
>esticides Treat&ent The work incl%des s%ppl of 6oorspan orcholoridene+ &i0ing it with water and sprinkling with the ratio of 15liters.! &tr. sq. %nder the floors+ sides of fo%ndations+ %nder
pathwas and all the places pests co%ld penetrate fro& to the inside+or an &aterial with si&ilar efficac as per the instr%ction of theco&pan.
/ Eeinforced concrete %sing nor&al ce&ent for bridges. &3
* &3
6 &3
; &3
<einforce concrete strength ;5 (ica pascal
A &3
All the works will be done as per technical specifications+di&ensions and for&s gi$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 *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 4inishing "or#s
1
3 *oast incl%des all sections for necessar tests for all &aterials.
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$ising engineer.
*ost incl%des s%ppl of all necessar &aterials for the work+ it alsoincl%des tools+ eq%ip&ent and scaffolding req%ired b contractor fore0ec%tion of work.
*o&pleted works will be encircled with constr%ction in blocks as per indicated di&ensions.
*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to bes%pplied+ for appro$al before s%ppl.
*onstr%ction with solid blocks 95:25:14c& below antih%&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.
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
Schedule > (etal "or#s
1
2
3
9
5
*ontractor sho%ld s%b&it sa&ples of all &aterials &eant to bes%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+ 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
)etal works will be done in keeping with plans and technicalspecifications.
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.
%ppl of doors with switch kes+ three for each door.
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$ising engineer.
%ppl of &aterials and working internal fencing for stair case+height 845&&+ as per plan and technical specifications.
9. *ost of the section incl%des painting %pertwo 6e&loc+ three coats.
Schedule = le9eling "or#s
1
3
9 The sho%ld s%cceeds in laborator tests.
)2
No.
)T
&2
Schedule @ Secondary /eilings
6oors with white wood str%ct%re with two laer co&pression+ one of the& thin iron sheet
a. 6oor+ di&ensions 1:2.5 No. 288
The works will be done in keeping with plans+ technicalspecifications and directi$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.
b# /as and stairs 35:125c&
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$ising engineer.
*ost will incl%de paint of secondar ceiling with req%ired paints.
&2
Schedule 1 <oof *or#s and &tension oint
1
3 It also incl%des necessar s%ccessf%l tests.
Surfacing of Terraces
&2
Schedule 11 *or#s of Passages$ Path"ays
*or#s of passages!
A.
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.
%ppl of &aterials and works for &aking passages aro%nd the b%ildings as per following specifications
*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.
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
3. The contractor sho%ld appoint specialist engineer to s%per$ise work.
9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not i
4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%
. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as
=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the
8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.
". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point
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
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$ising engineer.
%ppl and fi0ing Gal$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$ising engineer.
i0ing and s%ppl of water p%&p+ Italian or ;%ropean origin+ 12 c%bic&eter!ho%r head+ 45& with electric board with all accessories.
i0ing and s%ppl of water p%&p+ Italian or ;%ropean origin+ 1 c%bic&eter!ho%r head+ 94& with electric board with all accessories.
7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0ati
2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to
3. The contractor sho%ld appoint specialist engineer to s%per$ise work.
9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not interr%
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%
8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.
". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%l
15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed fo
Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co&plet
S.No. Details Unity ,uantity
7echanical "or#s 04ire 4ighting Syste(
A nternal "or#s
1 No. 35
2 )T 145
3 )T 55
9 No. 1
Total
Description Unit *+antit)
Details o cost or one no.
!AT"$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$els (GC-, p%&p <;; p%&p and gas p%&p# 94 c%bic &eter! ho%r and 155&tr head+A&erican or T%rkish+ designed as per A&erican code N>A withall the necessar accessories.
7echanical1. All ections in the bills of q%antities pertain to s%ppl and transport of &aterials+ works and fi0ation
2. All &aterials or works sho%ld confor& to the general technical specifications. The are s%b'ect to th
3. The contractor sho%ld appoint specialist engineer to s%per$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!
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
8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.
". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point sho%ld p
15. *ontractor sho%ld s%b&it catalog%es of all &achineries and eq%ip&ents which wo%ld be %sed for a
11. Bn co&pletion of works+ the contractor wo%ld s%b&it colo%r plans of all the works e0ec%ted!as co
S.No. Details Unity
7echanical "or#s 04ire 4ighting Syste(
A nternal "or#s
1 No.
2 )T
3 )T
9 No.
Total
%ppl and fi0ing fire fighting cabinet with e0ting%isher of kg si7e+ fire hoselength will be 35&tr.+ si7e 1+ with all necessar accessories as per directi$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.
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
3. The contractor sho%ld appoint specialist engineer to s%per$ise work.
9. *ontractor sho%ld take steps to ens%re safet of areas ad'acent to the work and sho%ld not int
4. *ontractor sho%ld clean %p the r%bbles to o%tside the site and in areas per&itted b the )%nic
. All q%antities are s%b'ect to increase or decrease and the wo%ld precisel be deter&ined as p
=. *ontractor sho%ld s%b&it e0ec%ti$e plans of all necessar works and as per directi$e of the c
8. Cse of antisaline ce&ent for all concrete works below h%&idit resistant le$el.
". All iron works sho%ld be painted with an antir%st coat before fi0ing and after that oil point 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$ising engineer.
%ppl and fi0ing /6E pipes+ 32&& si7e+ Italian or Ger&an with allnecessar accessories with testing %nder 8 bar press%re+ as per directi$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.
i0ing and s%ppl of water p%&p+ Italian or ;%ropean origin+ 1 c%bic&eter!ho%r head+ 5& with electric board with all accessories.
i0ing and s%ppl of water p%&p+ Italian or ;%ropean origin+ 35 c%bic&eter!ho%r head+ 94& with electric board with all accessories.