Div 3BILL No. 4 Third Ring Rd Project/Commerical Building -

The work of the concrete structure and buildings

Total PriceUnit priceQTYUnitDescriptionS.No

PreprationStintStintAll preparatory items include a preview preview due diligence site and processing Consultative office equipment and tools and provide electricity, water and work wall protection and number 2 plate illuminated for the project, cranes, scaffolding, guard and work borings and necessary business space and review structural design

StintStintCleanliness and the evacuation of the site and include the removal of waste and the roots of the plant and remove any old facilities or trees, if any, and all the necessary to start a business

Civil works

The general locationExcavation, backfilling and compaction and settlement

2169m3Includes drilling in all types of soil, including rock materials soil, which coincides with the drilling of the level of the current location and even the level of depth that allows to establishment them and dewatering when found necessary to protect and support aspects of the mechanical and dad to carry out reclamation and procedures so that the level of the bottom of the floor slab by elevations required drawings and specifications and the transfer of drilling output to the approved places and not to use the output of drilling in the rubble as instructed by the supervising engineer's report and recommendations of the soil

303m3Backfill soil fit your hand and mechanically with the use of water on the layers every 30 cm according to the plans and specifications and report soil and instructions

1According to the outer wall charts

Ready-mix concrete Work

Concrete in contact with the soil

227m3The supply of ordinary concrete is poured armed with a thickness of 150 mm, including the intensity of wood and leveling up the level of drilling and using sulfur resistant cement and concrete fracture strength of not less than 250 kg / cm 2 with a barrier halitosis down foundations thickness of 500 microns.2722m3Supply and pour concrete for Bashh including the intensity of wood and fittings SABIC greased epoxy and preparation surfaces, processing and use of sulfur resistant cement and not less breakage strength 300 kg / cm 2 after 28 daysm3383m3Kh.m armed walls like the previous item0.00.00.0348m3Kh.m water tank (comprehensive walls and columns)Non-contact with the soil concreteSupply and pour concrete for the following parts including the intensity of wood and fittings SABIC and treatment of surfaces and ordinary Portland cement used on the fracture strength of not less than 350 kg / cm 2 after 28 days from the date of casting

0.00.01745m3Kh.m columns (of the role of the basement until the surface) comprehensive walls of the elevator

0.00.05868m3Kh.m Bishop + beams

0.0TOTAL SR

building work
Maan AlMaddah: Maan AlMaddah:Div 4 Masonary workSupply and Building Block Larry discharger (volcanic) and Red Ward vertical schemes by using cement mortar necessary according to the specifications and drawings with the work of the corners Gelovanez necessary to install with columns and beams and installation of iron clasped each Mdemaqin insulator with a foreign buildings from the inside

4833m2Block discharger thickness of 200 mm for external walls

4361m2Block discharger thickness of 100 mm with the internal walls of the confrontation external walls

7778m2Block discharger 200 mm internal walls

0.0Total SR

Insulation work

0.00.01315m2Isolate bathrooms and kitchens

0.00.03798m2Isolate down Allepeshh Foreign walls of basements and reservoir

0.00.04360m2Aspro isolate thermal foam surfaces thickness of 50 mm

0.00.01327m2Isolating aspects of the walls surfaces with floors offer 25 cmm2215m2Supply blocker water leak water tank thickness of 250 mm

1171m2Supply and poured concrete foam tendencies surfaces average thickness of 8 to 13 cm

3798m2isolate the water tank from the inside epoxy

0.0Total SRArchitectural worksThe general location

2522Supply and poured concrete floors external pier thickness of 100 mm according to the plans and specifications

3852Antrlk business facilities as required drawings and specifications

102.Supply and installation works of Foreign edgings Normal and Agricultural according to the charts and technical assets and instructions Engineer

2522

73Aluminium door size; 2.10x1.80m D-1 ( TYPE A ) 1

152Wooden Door size ; 0.80x2.10mD-1a ( TYPE A ) 3

42Wooden Door size; 0.90x2.10m D-D ( TYPE D ) 2

2

1

136.00Aluminium window size 2.10x0.60mW 3 ( TYPE C )1

26.00Aluminium window Size; 2.10x0.50m W 4 ( TYPE C )3

88.00Aluminium window size 0.50x2.10mW 6 ( TYPE D )4

1,968.002

312.002

12072 Material cost not Exceeded sr250/m2

1175.

8136.

28822 300 600 materialo purchase not Exceeded SR 250/ m2

12352 material cost not Exceeded SR 250/m2

7592 -

4012. ()

51592

63002 2 +3 Epoxy paint

11712

0.0 SR

35.0043132

35.00197402

45.00190232

45.0043132

250.0074792

250.007582

45.0012352

0.031602 Material l cost not Exceeded SR 350/ m2

15,000.002

250.00195

1,250.00324.

45.0037202

125.00636. 45

85.00483.

115,000.001

SR

:

004 (SCREW) 200 120 54/44 () :

:

005 (END SUCTION) 480 / 100 :

:

((FCU 0.2" 2 : :

004(FCU-01) 6 2400 3/

0011(FCU-02) 4 1600 3/

001(FCU-03) 3 1200 3/

:

0014 (AXIAL) 500 3/

0 SR

:

(AXIAL) 300 1.5 : :

001(EX.F.-01) 12000/24000 3/

001(EX.F.-02) 12000/24000 3/

001(EX.F.-03) 12000/24000 3/

001(EX.F.-04) 12000/24000 3/

001(EX.F.-05) 12000/24000 3/

:

(PRESSURIZATION FAN) : :

001(S.F.-1) 20000 3/

001(S.F.-1) 20000 3/

001 40

002 BUTTERFLY VALVE 5

0022 BUTTERFLY VALVE 4

002 BUTTERFLY VALVE 3 0012 BUTTERFLY VALVE 2.5

00138 BALL VALVE 2

001 BALANCE VALVE 5

0011 BALANCE VALVE 4

001 BALANCE VALVE 3

006 BALANCE VALVE 2.5

0069 BALANCE VALVE 2

0 SR

001 (SMACNA)

001 0.6 (SMACNA)

001 24 /3 1

001 84 /3 2

:

003224" 24"

004020" 20"

:

003224" 24"

0020026" 8"

001 0.5 3

001

001 (B.M.S.) .

0073 (BTU-METER) .

001

001

0 SR . 1 . 2 . 3 . 4 SDR7.4 (20 ) ( ).5 uPVC 10 . 6 . 7 .8 uPVC 6 .9 uPVC .10 . 11 .12 .13 .14

:

00150 .

00160 60 .

0081 .

00150 3 .

004 4 .

00156 50

.

002 3

006 4

0 SR

04 4 .

033 Garage drain 4 .

: SDR7.4 20 .

0020. 32

0020. 40

00105. 50

0075. 63

00165. 75

00175. 90

00245. 110

0020. 125

0020. 160

.

0039 32

002 40

001 50

004 75

002 90

002 110

001 125

001 160

0 SR

01 3 10 3

01 3 20 3/ 85 (1 +1 + 1 ) :- . . . K.S.B ( ) ( ) ( )

01 2 Circulating pumps 60 3/ 20.

:

(6 )

00180. 6

001,375. 4

00330. 3

00195. 4

003 6

0014 4

0016 3

002 2

004 - :-- 6060 1.0 6060 125

001 3 3 1.5

001 (3) 5 / 15 .0 SR

0040. (10 ) 4 .

001 0.60*0.6 .

001 60*60 .

001 60*60 90 90 .

001 90 .

0 SR

: 1 NFPA UL listed & FM approved.2 Shop drawings ( ).3 As built ( & ( As built ).4 NFPA .5 Inner diameter.6 .7 .8 ( ).9 10

ASTM A53 40 .... NFPA.

001,359. 1

00750. 1.5

00300. 2

00250. 2.5

00600. 3

00900. 4

00150. 6

(ZONE CONTROL STATION) : OS & Y ULFM (TEST & DRAIN) TAMPER SUPERVISORY SWITCH (WATER FLOW SWITCH)

001 3

004 4

004 6

0 SR006 1

OS & Y (Pressure gauge , flow switch) UL/FM.

005 4

001 6

0038 1

00135 (PENDENT) UL/FM 68 5.6

00655 (UPRIGHT) UL/FM 68 5.6

:0044 1 30 1.5 1 6 .

:0048 2.5 30 3 2.5 (Landing Valve) . 6

001 () (4/2.52.5 ) 4 4 .

00155 6 (A,B,C) .

008 CO2 10

003 Dry Pouder 6 .

( horizontal split case fire pump) UL/FM NFPA 20 :: 750 /001: 125

0 SR

(pump vertical turbine multi_stage jokey) :: 75 /001: 185

: . . . ( - - - ). . Flow metar main pressure reducing valve unti-vortex fire pump suction palte with elbows001 .

001

001 2 2.5 4 4

001 6 .

0080 OS & Y 2.5

0 SR

002 1600 ... -380/13800 - 50 / cable box,b-bar box and housing )

(13.8.) (RMU) (R.M.U)

3 L.B.S 630 1 L.B.S 630 0021

0080. (380 ) 2500 .

0075. 13.8 .. 3*120 2 XLPE P.V.C

001 400 ... 50 0.8-50/-380 - - - - - - - 12

001 600 .

.

001MDB-01

001MDB-02

001EMDB

0 SR

(XLPE\PVC) (UPVC) .

0030. 4*25+16 2

002,500.4*35+162

0030.4*120+702

0020.2(4*240+120) 2

00200.4*240+120 2

0050.4*185+95 2

0060.4*50+25 2

:

001ELP-B2

001ELP-B1

001ELP-G

001ELP-P1

001ELP-P2

001ELP-P3

001ELP-S

001ELP-(TY)F

001DB-FAN

001DB-PUMP

001LP-G

(P.V.C)

0082 16

002 -16

0026 16 ()

0 SR

003 LCP

(Isolators)

:

0014 20 - 220

0013 25 - 220

004 32 - 220

004 60 - 380

0076 60 - 380

004 400 - 380

005 100 - 380

001 250 - 380

001 60 - 380

005 60 - 380

.

006 1 - 16

0016 2 - 16

.

001,180 .

. ( ) .

00670 F1

00120 F2

00234 S1

008 S2

00127 WM1

0021 WM2

0045 EM1

0022 EM2

0 SR

001 1 )

001 0.1

001 (PABX) 30/3 (/) (S.L.A) 8 400 - 2

0012 CAT3(40.6) 2 (RJ11)

:

0076 5

001 40

001 200

00400. 3

0020. 30

:

003 32" HR

03 DVR 16 :-DVD writer and RJ45 port & 400-fps recording for each camera Hard disk calculations should be based on 2CIF & a fps for (3) month minimum 00163/1 H-R ( auto iris ,varry focal lens) 16

0021 IP44

0 SR

001 3

() 750 2*1 2

00225

00172

0025 ( )

0027 (95 /)

0019

0019

:

001 (EARL STREAMER) 65 .

001

0079

0 SR

0.00.04 800 . 22 . 1.75/

0.0 SR

BILL No. 4 Third Ring Rd Project/Commerical Building -

GENERAL SUMMARY

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BILL No. 4 Third Ring Rd Project/Commerical Building -

Summary

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