Family Clubhouse

8/13/2019 Family Clubhouse

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STRUCTURAL COMMUNITY PACKAGE-LIST OF QUANTITY MATERIAL BASIC DESIN

192210911.xls.ms_office

A.H.Saadaldin

SECTION SECTION TITLE ITEM SUB-

ITEMITEM NEME DESCRIPTION

02220

STRUCTRUAL

EXCAVATION

AND BACKFILL

1 1

Unclassified excavation for foundation to required

level to receive structural fill. The price shall

include dewatering , sides support and necessary

boreholes up to 15 m depth (sampling & testing) &

disposal of excavated surplus material off site to

place of dump approved by the Owner.

02220

STRUCTRUAL

EXCAVATION

AND BACKFILL 2 1

Backfilling with soil by approved material class A-

1-b as per ASTM D-3282 & according to

specifications from excavated level up to required

level.

02220

STRUCTRUAL

EXCAVATION

AND BACKFILL

2 2 150 mm thick. granular fill under slab on grade.

2281

TERMITE

CONTROL

1 1

Termite controlunder foundation ,grade beam &

slab on grade for rooms building as per drawing

.this price shall incude conveying, spraying

according to specifications.

03300

CAST IN PLACE

CONCRETE

1 1

100 mm thick unreinforced concrete Fc`=21 MPa

under foundation, cement type V as per drawing.

The price shall include forms, mixing, conveying,

placing, curing and testing according to

specifications.

03300

CAST IN PLACE

CONCRETE1 2

Ditto for 50 mm thick. under grade beams. The

price shall include horizontal and vertical M.J

CAST IN PLACE

CONCRETE 150 mm thick , Reinforced concrete for slab on


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A.H.Saadaldin



03300

CAST IN PLACE

CONCRETE

2 2

Reinforced concrete Fc`=35 MPa for foundations,

in contact with earth, cement type V & as per

drawings. The price shall include forms, RFT,

mixing, conveying, placing, curing and testing


03300CAST IN PLACE

CONCRETE 2 3 Ditto for Grade beams

03300CAST IN PLACE

CONCRETE2 4 Ditto for columns

03300

CAST IN PLACE

CONCRETE

2 5

Reinforced concrete Fc`= 35 MPa for columns not

in contact with earth, cement type I & as per

drawing. The price shall include, forms, RFT,

mixing, conveying, placing curing and testing


03300

CAST IN PLACECONCRETE

2 6

Reinforced concrete for roof beams and sold slabs,

class (I) Fc=35 Mpa , cement type I & as per

drawing. The price shall include,steel, forms, epoxy

coated , mixing, conveying, placing curing,testing


03300

CAST IN PLACE

CONCRETE

2 7

Reinforced concrete Fc`=35 MPa for , Swimmingpool, in contact with earth, cement type V & as per

drawings. The price shall include forms, RFT,

mixing, conveying, placing, curing and testing


03521

LIGHT WEIGHT

CONCRETE FILL

1 1

Light weight concrete fill over the roof for roof

slope (100mm thk.), complete The price shall

include, reiforcement steel, forms, epoxy coated ,

mixing, conveying, placing curing,testing according

to specifications.

SHEET

MEMBRANE

Elastic sheet roofing system consisting of the

following layers Rate includes any material orMembrane layer


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A.H.Saadaldin



07900

JOINT SEALERS

1 1

Joint sealant as per drawing and specifications

including backing rod and all materials or activity

required to finish the work.

12 mm wide for

Isolation joint ,

horizontally at grade

slab

05120

STRUCTURAL

STEEL 1 1

Pre-Engineered Space frame including installation

and all accessories.. the price shall include

coneying , installation ,and any material or activity


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A.H.Saadaldin

UNIT QTY

CM 741

CM 636

CM 260.1

SM 2694

CM 58

CM 19


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A.H.Saadaldin

UNIT QTY

CM 250

CM 168

CM 26

CM 171

CM 420

CM 55

SM 1702


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A.H.Saadaldin

UNIT QTY

L.M 1288

SM 272


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STRUCTURAL COMMUNITY PACKAGE BILL OF QUANTITY OF 192210911.xls.ms_office A.H.Saadaldin

740.648 M3

222.5 THICKNESS 0 635.367 M3.

57.288 M3

F. NO F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 total 18.4133 M3

build. level 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 1733.41 M2

found. depth 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 345.645 M2

width 2 2.8 3.5 1 1.8 249.04 M3

length 2 2.8 3.5 1 3.4 170.805 M3

height 0.5 0.5 0.5 0.5 0.5 25.8597 M3

Number 18 33 12 2 3 167.658 M3

width 2.2 3 3.7 1.2 2 0.2 0.2 0.2 0.2 0.2 0.2 420.093 M3

length 2.2 3 3.7 1.2 3.6 0.2 0.2 0.2 0.2 0.2 0.2 1840.56 M2

height 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2594.55 M2

lateral area 72 184.8 84 4 15.6 0 0 0 0 0 0 360.4 55.2 M2

reinf.conc.area 72 258.7 147 2 18.36 0 0 0 0 0 0 498.08 1627.27 M2unreinf.conc.zis8.712 29.7 16.43 0.288 2.16 0 0 0 0 0 0 57.288 1287.54 M

reinf.conc.zise 36 129.4 73.5 1 9.18 0 0 0 0 0 0 249.04 M

excavation 95.83 326.7 180.7 3.168 23.76 0 0 0 0 0 0 630.168 M

G.B. No GB1 GB2 GB3 GB4 GB5 GB6 GB7 GB8 GB9 GB10 total S.NO S1 s2 S3 S4 S5 S6 S7 totalwidth 0.35 0.3 0.3 0.4 0.4 width 1 0.6 0.6 0.6 0.6 4.5 4.73

length 107.4 52.32 73.95 328 82.1 643.8 length 314 8.2 225 55.3 25.13 5.6 6.4height 0.7 0.7 0.7 0.7 0.7 thicknees 0.14 0.14 0.14 0.14 0.14 0.14 0.14

Number 1 1 1 1 1 Number 2 -11 -1 -1 -1 4 6H.area of GB 37.59 15.7 22.19 131.2 32.84 0 0 0 0 0 239.5 H. area of S 628 -54.1 -135 -33.2 -15.1 100.8 181.632 673.084

lat. area of GB 150.4 73.25 103.5 459.2 114.9 0 0 0 0 0 901.3 S. conc.zise 87.92 -7.58 -18.9 -4.65 -2.11 14.11 25.4285 94.23176GB. conc.zise 26.31 10.99 15.53 91.84 22.99 0 0 0 0 0 167.7 P.C.H.Core 628 -54.1 -135 -33.2 -15.1 100.8 181.632 673.084GB excavation 17.72 7.848 11.09 59.04 14.78 0 0 0 0 0 110.5 1682.472COL. No C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 total S.NO S8 S9 S10 S11 S12 total

width 0.35 0.283 0.261 0.6 0.4 width 5.45 5.45 5.45 4.5 9.25height 0.6 1 1 1 0.4 length 7.1 6.1 9.1 4.5 5.45length 5.6 5.6 5.6 6.1 5.6 thicknees 0.14 0.14 0.14 0.14 0.14

Neck length 0.9 0.9 0.9 0.9 0.9 Number 9 6 2 2 1Number 18 6 12 33 2 H. area of S 348.3 199.5 99.19 40.5 50.41 271.6 0 1009.388

lat. area of nec30.78 13.85 27.25 95.04 2.88 0 0 0 0 0 169.8 S. conc.zise 48.76 27.93 13.89 5.67 7.058 0 0 103.2959neck conc.zise 3.402 1.526 2.824 17.82 0.288 0 0 0 0 0 25.86 P.C.H.Core 348.3 199.5 99.19 40.5 50.41 0 737.8275

col. conc.zise 21.17 9.495 17.57 120.8 1.792 0 0 0 0 0 170.8 197.5276

B.NO B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19width 0.125 0.25 0.25 0.25 0.25 0.3 0.4 0.6height 0.4 0.4 0.5 0.6 0.7 0.7 0.8 1 0length 81.2 92.22 55.51 112.6 39.15 246.2 19.45 8.2 total

Number 1 1 1 1 1 1 3 22 H. area of B 10.15 23.06 13.88 28.15 9.788 73.85 23.34 108.2 0 0 0 0 0 0 0 0 0 0 0 290.445B. conc.zise 4.06 9.222 6.939 16.89 6.851 51.69 18.67 108.2 0 0 0 0 0 0 0 0 0 0 0 222.5655

BUILDING- SURROUNDING

total.h.area for

total .conc.zise

GRADE BEAMS TABEL

SLABS TABEL

Pre-Engineered Space framejoint sealant

Moisture Barrier polyethytene sheet

BEAMS TABEL

COLUMN TABEL

slab

thickness

SLABS TABEL

Reinf.Conc. of Swimming Pool

18.614.6

01

Unreinfoced conc. grade beams

Reinfoced concr. grade beamsReinf. Conc. for R. Beams &S.Slab

2Coats Bituminous

Reinfoced concrete for columnsReinfoced conc. neck of columns

SPACE FRAME

FOOTINGS TABEL Unreinfoced concr.. foundations

Backfilling

ITEMExcavation

Light weight concreteReinfoced concrete for foundations

Reinfoced conc. slab on grade

termit control

BILL OF QUANTITY 7 of 7

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Family Clubhouse