AI English Translation, Pages 276-300
p. ( 8 )
Schedule of Works and Prices
For the contract to construct ⟦ground floor and first floor⟧ on the land numbered ⟦line⟧ District ⟦Al-Sinak⟧
Item | Details of Works | Quantity and Unit | Price | Amount | Fils Dinar
1 | Earth excavations for foundations ⟦with backfilling the sides⟧
Excavations shall be as stated in
the maps and shall be vertical and the edges
and sides straight and the bottom of the excavation level
and balanced. Resulting soil from the excavation is to be removed
outside the construction site. If the contractor exceeds
the works indicated in the plan without approval
from the engineer - in writing - he must backfill
excess excavations with concrete
1 : 3 : 6 at his own expense. | ⟦2500 m3⟧ | 250/- | - | 875
2 | Paving works with broken bricks
Broken bricks shall be of the hard kiln-fired type
with a thickness of 12 cm. The price includes
the process of pounding with iron rammers
well, spraying with water and grouting
with cement mortar in a ratio of 1 - 10. | ⟦950 m2⟧ | 200/- | - | 285
3 | Unreinforced concrete works for foundations
The concrete ratio shall be 1 : 3 : 6 of
cement, Habbaniyah sand, and river gravel
washed, graded size 1 1/2 inch
and below, and the sand must be from
Habbaniyah Lake sources. It is not allowed to use
river sand at all for any purpose
of construction except with the engineer's approval
Note: In all concrete works it is required
to use a mechanical mixer. | ⟦370 m3⟧ | 5/⟦line⟧ | - | ⟦line⟧
- to be continued -
510
p. ( 9 )
Item | Work Details | Quantity & Unit | Price | Amount | Fils | Dinar
4 | Brickwork with cement
Bricks shall be of the kiln-fired type
and construction shall be done with cement mortar and
Habbaniya sand in a 1:4 ratio. Using
broken or used bricks is not allowed. The
kiln-fired bricks must be submerged in water before construction
for a sufficient period of no less than six hours, and
all vertical and horizontal joints shall be filled
with cement mortar. The process of spraying the walls
with water shall continue for a period of no less than seven days.
The price includes everything mentioned above in a
perfect and unique manner. (The Community
Engineer has the right to reject any part of the construction
that he does not see as conforming to technical conditions
or due to its salt content). | ⟦925⟧ | 1.125 | 625 | 1040
5 | Silocrete damp-proof concrete
at a thickness of 3 inches for the walls.
⟦line⟧
The mixing ratio shall be 1:2:4 of cement,
Habbaniya sand, and river gravel,
washed and graded in size from
3/4" and below. The ratio of
Silocrete shall be 1-10 of the water quantity
required for the concrete, and the price includes
necessary wooden formwork. | 450 m3 | 1/700 | 500 | 0021
6 | Damp-proof plastering with Silocrete
at a thickness of 1" for the walls.
⟦line⟧
The mixture ratio shall be 1-3 of cement
and Habbaniya sand, and the Silocrete ratio shall be
1-8 of the water quantity required for the mixture
⟦...⟧ | | | |
1582125
P (10)
Item | Details of Works | Quantity and Unit | Price | Amount | Fils | Dinar
| Continuation of Item - 6 - | | | 125 | 1582
| The level of this damp proof course is located
at a height of five courses above the first concrete
damp proof course, and the space between the first
and second damp proof course shall be cement brickwork at a ratio of 1:4 | | | |
7 - | Pouring concrete under the floor tiles with a thickness of 5 cm. | ⟦370 m2⟧ | 0/200 | 000 | 0210
| The concrete shall be at a ratio of 1:3:6 cement
from Habbaniya sand and river gravel
and the concrete shall be mixed with Silocrete
as stated in Item (5). | | | |
8 - | Brickwork with gypsum ⟦thickness⟧ | ⟦752 m3⟧ | 1/075 | 250 | 806
| The bricks shall be of the white type
produced by the Building Materials Company
or from any company selected by
the engineer, provided that the bricks are
of the best types available in the
markets, and the gypsum must be freshly burnt
and produced by mechanical plants.
The engineer has the right to reject the gypsum
if he deems it is not of excellent quality,
likewise if it becomes clear to the supervising engineer
on behalf of the Community that part of the gypsum
has been damaged as a result of that, then the
contractor must remove it from the work site
and not use it for any purpose
of the building purposes. | | | |
9 - | Filling works for floors with soil | ⟦200 m3⟧ | 0/250 | 000 | 050
| Filling operations are carried out in layers whose thickness
does not exceed 20 cm. They must be well compacted | | | |
- Continued -
2648 275
P (11)
Item | Details of Wo⟦line⟧rk | Quantity and Unit | Pri⟦line⟧ce | Amou⟦line⟧nt
| | | Fils | Dinar
| Continuation of Item Nine | | 275 | 2648
| with iron rammers and saturated with water sufficiently to ensure no subsidence of the floors, provided the soil is clean and free of stones, and measurement is net; therefore, the contractor must account for the shrinkage ratio after ramming. | | |
10 - | Reinforced concrete work for roofs, columns, beams, stairs, balconies... etc. | ⟦illegible⟧ m3 | 18.500 | 8510
| <del>Muscles of the shops surrounding the Husseiniya</del> | | |
| The mixing ratio shall be 1:2:4 of cement, Habbaniya sand, and washed river gravel of graded size from 3/4" and below. Reinforcement bars must follow the measurements and dimensions in the relevant drawings. The price includes the necessary wooden formwork. Reinforced concrete must be sprayed for a period of no less than ten days continuously. Formwork for vertical pours must not be removed before 48 hours have passed after pouring, and ten days for horizontal pours. The strength and durability of the formwork must be ensured as the contractor is solely responsible for that. If the resulting pours do not match the drawings or engineering art and construction principles, the contractor is then responsible for repairing them or removing and re-pouring them as necessary. | | |
11 - | Bitumen coating and roofing work | ⟦illegible⟧ m2 | 0.250 | 0.250
| a - First, a layer of bitumen with a thickness of no less than 3/8" is placed directly on the roof, extending up the parapet walls to a height of 8 inches, provided the bitumen is of | | |
11408 625
Page (12)
Item Details of Works Quantity and Unit Price Amount
Fils Dinar
Item | Details of Works | Quantity and Unit | Price | Amount
| Continued Item - 11 -
The best types of local bitumen, and adding
an amount of 10 percent of liquid bitumen
during the heating of the bitumen. It is not permitted to use
black oil at all in the bitumen, noting
the overlapping of the bitumen layers on the surfaces by 4 cm.
at least over each other.
B - Sloping of surfaces with fine soil that matches
the fineness of Habbaniyah sand, and otherwise
the supervising engineer may reject it.
And the sloping works are carried out by placing the soil
in layers not exceeding 5 cm. It shall be slightly
moistened with water and compacted with hand rammers provided
that the average thickness of the sloping is 10 cm.
in the middle and 15 cm near the parapets.
C - Recoating the surfaces again with a layer not less
than 3/8" in thickness, noting what was mentioned
in the above paragraph. | | 625 | ⟦12307⟧
12 | Rainwater Pipes
The pipes shall be made of cast iron with a diameter of 4
inches, and each pipe includes an elbow at the
surface and a cast iron or concrete base
at the bottom, and the elbow must be connected
via a small pipe segment to
the concrete basin on the roof, which
must have dimensions of 30 cm. by
30 cm. by 20 cm. Provided that the
basin surface is at the level of the flashing and the
concrete ratio is 1:2:4 with Silocrete material
as described with the damp-proof course | ⟦60 Linear Meters⟧ | 1.750 | 105
13 | Plastering with gypsum for internal walls
The joints between the bricks are first cleaned well,
then plastered thereafter with fermented premium
gypsum in a layer not less than 1/2
inch thick, provided the gypsum is from Qanbar Agha
deposits or the Iraqi Building Materials
Company - first grade - and the final
plaster surface must be smooth and perfectly
level, and the corners must be neatly rounded. | ⟦500 m2⟧ | ⟦0.200⟧ | 100
12512 625
p. (13)
Item | Details of Works | Quantity and Unit | Price | Amount
| Continuation of Item (13)
⟦line⟧
The two plaster layers shall be of Mahda Qanbar
Agha plaster, and Al-Ba'ad plaster shall never be used,
neither in construction nor in plastering. | | | Fils Dinar
12513 625
14 | Cement plastering for the external faces of the building
⟦line⟧
The joints shall first be cleaned well between
the bricks, then sprayed with water and splattered with cement
slurry, and then plastered with cement and Habbaniyah
sand in a ratio of 1:3 and with a thickness of not less than
3/4", provided that the plastering is done using rulers
and a plumb line, and that the plaster surfaces are level
and perfectly smooth. | ⟦500⟧ m2 | 0.400 | 200 ...
15 | Iron windows and vents works
⟦line⟧
Windows and vents shall be as shown
in the maps, produced by the Iraqi Engineering
Products Company, and all windows must be equipped
with a handle and a slide.
All windows must be fixed with a 5/8"
rebar, and fly-proof mesh must be fixed over all
windows from the outside, and they must be
equipped with 2mm glass fixed
with English putty, supplied in sealed barrels
to the work site. The windows shall be
according to the designs and sizes provided by
the engineer. | ⟦100⟧ m2 | 6.500 | 650 ...
16 | Iron Doors
⟦line⟧
Doors shall be of iron according to the
measurements and dimensions in the relevant maps,
provided that the frames are angle iron. | ⟦4.25⟧ m2 | 8.000 | 034 ...
13397 625
Page 12
Paragraph | Details of Works | Quantity and Unit | Price | Amount
| 3" x 3" x 1/4" fixed to the walls well, and the leaves are angle iron 2" x 2" x 1/4" and iron plate on the outside with a thickness of 1/8", provided that the doors are equipped with foreign locks and handles. The doors shall be plated on both sides, unless the doors are made of iron and glass, in which case the glass division shall be according to the maps or instructions provided by the specialized engineer. | | | 12297 625
17 | Wooden Doors
The frames shall be of good Swedish pine wood, free of knots and cracks, and according to the dimensions and measurements in the relevant drawings, provided that the frames are 2" x 6" and the leaves are 2" pressed on both sides with the best types of plywood, and the doors shall be equipped with handles and hidden locks with two keys of the best foreign types available in the local markets. | ⟦100 m2⟧ | 4.500 | 450 ⟦line⟧
18 | Tiling with mosaic tiles and cement mortar - 1:3
Tiling materials for floors shall be provided using the best types of mosaic tiles of size 8 inch by 8 inch (and if another size is requested, the difference shall be paid to the contractor) and tiled with mortar | ⟦112.500 m2⟧ | 1.250 | 168 750
| | | | 12971 275
(Page 15)
Item | Details of Works | Quantity and Unit | Price | Amount
| | | | Fils Dinar
| | | | 12971/275
| Continuation of Item (18) | | |
| Cement and sand in a ratio of 1 = 3 and the | | |
| tiling must be level and fixed in a | | |
| strong manner, and after completion of tiling, the | | |
| face of the tiles shall be grouted with pure white | | |
| cement mortar. The mosaic must be covered | | |
| with mats or Habbaniyah sand | | |
| with sufficient thickness to protect the mosaic | | |
| from contamination by paint. The color and quality | | |
| of the mosaic shall be according to the approval of the | | |
| supervising engineer of the group. | | |
19 | Window sills made of mosaic | | |
| and it shall be of excellent type and in colors | | |
| chosen by the supervising engineer with a width | | |
| of about 20 cm. Its edge shall protrude | | |
| from the wall surface by about one inch | | |
20 | Tiling with plain tiles and gypsum mortar | ⟦2000⟧ m2 | 700 | 1400.000
| The tiles shall be of excellent type and applied | | |
| with the best types of gypsum and grouted with white | | |
| cement, noting what was mentioned in Item | | |
| (18). | | |
21 | Painting with oil paint | ⟦1100⟧ m2 | 1.250 | 0275.000
| After completion of the work, the doors | | |
| and windows with their frames shall be painted with three | | |
| coats of oil paint in the color decided by the engineer, | | |
| provided that the oil paint is of | | |
| the liquid type inside sealed barrels | | |
| and equivalent in quality to the paints of | | |
| the British Chemical Company | | |
| | | | 15646/275
H
(Page 16)
Item | Details of Works | Quantity and Unit | Price | Amount
| | | | Fils Dinar
| Follow-up of item (21) | | | 275 15646
(I.C.I.) provided that the -
painting is done by brush. Windows
are calculated as one face.
22 Painting with Emulsion
Supplying emulsion from ⟦line⟧ company
(I.C.I.) in the colors that
the supervising engineer chooses, then
performing the painting for the walls after cleaning
and wiping them well, and painting with a brush in two coats.
The community has the right to supply a special painter
if it deems it necessary, and when
its supervising engineer does not approve of
the quality of the paint and its method.
23 Electrical Installations
The contractor shall perform all the
required electrical installations, and the wires,
pipes, and other electrical installations
shall be of the G.E.C. type, and the
point shall be complete in all respects, including
the lamp and the ceramic shade.
A - Concealed point from non-slotted pipes
with thread.
B - Surface point
Note
A two-way point is considered as a point -
and a half, and considering the plug regardless of its type
as half a point.
1250
Point
180
00 242
275 15889
p ( 17 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils | Dinar
24 | Brick and gypsum construction for the Sheikh ⟦12 m2⟧ | | |
See the specifications for brick construction mentioned | | |
in item ( 8 ) . | ⟦850 m2⟧ | ⟦675⟧ | ⟦375⟧ ⟦89⟧ 158
| | | | 750 572
25 | Staircase railing | | |
It shall be based on the best craftsmanship and quality | | |
in terms of work and materials, and as for | | |
heights, design, and measurements, they can | | |
be viewed from the attached maps | | |
or with the sect's engineer or in | | |
the sect's departments . | ⟦1801 ft⟧ | 0.500 | 900
26 | Tiling with glossy tiles for bathrooms | | |
The tiles shall be in the color, type, and shape | | |
chosen by the specialized engineer - | | |
and it shall be of the English type and the paving | | |
to the highest degree of perfection | | |
and its back must be coated with the material | | |
( Sealocrete Machenkay | | |
keying liquid ) | | |
according to the specifications of the producing company | | |
to prevent it from falling after | | |
application . | ⟦70 m2⟧ | 2.500 | 175
27 | Digging a sinkhole with a depth of about 3.00 m . and the lower | | |
diameter is not less than 2.00 m . and the construction shall be | | |
in a good manner with clean clay and equipped | | |
with an English cover size 18" by 18" | | |
Note | | |
When building the septic tank, its items are calculated | | |
individually according to the prices set in | | |
the bill of quantities in terms of excavation, | | |
construction, and cement plastering, etc. ... | ⟦Number 1⟧ | 20.000 | 20
| | | 125 16758
( p. 18 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils | Dinar
| | | 125 | 16758
28 | Sanitary Installations | | |
| A -- Porcelain Western Toilet - | Qty 7 | 17,000 | 119
| It must be of the best types available in the markets, equipped with a low water tank, meaning it operates via a lever without a chain. The siphon must be of the type approved by the engineer. The seat cover must be of plastic type, and it is absolutely forbidden to use a wooden cover. When installing the toilet, the drainage pipe with a diameter of (4) inches must be connected to the manhole or septic tank as required by necessity, with the installation of a vent pipe with a 3-inch diameter rising 50 cm above the roof parapets. | | |
| B - Porcelain Eastern Toilet | Qty 8 | 14,000 | 012
| It must be of the best types available in the markets, equipped with a high water tank, meaning it operates by chain. As for the ventilation and connection to the manhole or septic tank, the provisions mentioned in the previous paragraph must be observed. | | |
| C -- Porcelain Washbasins | Qty 4 | 10,000 | 040
| They must be of the best types available in the markets, size 20 inches, and equipped with two plated taps and a trap siphon. The taps are to be connected with lead pipes. | | |
| | | 125 | 16929
Qty 7
Qty 8
Qty 4
( 20 )
Item | Details of Works | Quantity and Unit | Price | Amount
| Continued Item ( 28 ) - G - | | 125 | 17054
| G - From the inside 60 by 60 by 40 cm | | |
| Manholes must be equipped with a cover of | | |
| Cast iron of the (Air Tight) English type | | |
| Also, the floor of each manhole must be paved | | |
| with cement and Habatiya sand mortar for directing | | |
| and draining sewage water properly, provided | | |
| that the wall faces are plastered from the inside | | |
| with cement and sand mortar at a ratio of 1 - 3 . | | |
| The contractor must supply and install these | | |
| tools and sanitary installations | | |
| provided they are of the finest types | | |
| available in the markets and that the work | | |
| is carried out according to the highest technical methods | | |
| The price includes everything necessary for | | |
| installations and fresh water pipes | | |
| and sewage, and necessary elbows, joints, | | |
| tees, traps, valves and ventilation | | |
| pipes with a 3 inch diameter for toilets | | |
| provided the contractor takes into account | | |
| that his price also includes connecting | | |
| and extending fresh water pipes to the roof | | |
| and to the ground and first floors . K - 1 | | |
| Includes extending sewage pipes - | | |
| (Cast iron 4 inch diameter) to the | | |
| sewage tanks . | | |
| Note | | |
| The contractor has the right to set a lump sum | | |
| specific to this item if he deems it | | |
| appropriate to make it independent of the previous items | | |
| Total | | ⟦line⟧ | 15
| | | 125 | 17069
Fils Dinar
p (21)
Item | Details of Works | Quantity & Unit | Price | Amount
| | | | Fils Dinar
29 | Reinforced concrete in a ratio of 1 - 2 - 4 for foundations according to the maps issued or to be issued by the specialized engineer. | ⟦12000⟧ | 125 | 17069
30 | Painting with Snowcem three coats in a very good manner. | ⟦500⟧ m2 | 060 | 15000
31 | Excavation and construction of a complete cesspit with a depth of no less than -/3 meters and a bottom diameter of -/3 m, built with good bricks and clay | | |
32 | Mosaic steps for the stairs (according to the design provided by the specialized ⟦engineer⟧) Precast. | ⟦9⟧ m2 | 500 | 4050
33 | Entrance door of teak wood (with the design provided by the specialized engineer) and the frame size shall be 6" x 3". | ⟦7⟧ ft2 | 500 | 08050
34 | Hooks for ceiling fans, of excellent type. | Qty 54 | 250 | 013500
35 | Jack arching (Aqqada) with bricks and gypsum, provided that the gypsum is of the new hot type and the bricks are of excellent type. | ⟦70⟧ m2 | 700 | 049000
36 | Steel beams (I-beams) and incline, of English or Belgian type, new blue color, free of rust, and of the size required by necessity. | Ton | 65/000 | 120000
37 | Independent 4" size English gully with fixing and cover. | | |
38 | Partitions with bricks and cement, cement mix 1 : 4. | ⟦20⟧ m2 | 750 | 015000
39 | Painting with ⟦Dry Distemper⟧ of excellent type and not mixed with plaster of Paris. | ⟦500⟧ m2 | 070 | 35000
19629 875
⟦(2000)⟧
⟦(70) ft⟧
Ornamental Iron
Item | Work Details | Quantity | Price | Amount | Fils Dinar
40 | Rolling doors for shops | 2,100 m2 | 1,500 | 3 | 150
41 | Reinforced concrete for column footings underground with formwork, mixing ratio 1-2-4 | 3,300 m3 | 16/000 | 52 | 800
42 | Reinforced concrete from formwork for rings up to ground level, ratio 1-2-4 | 3,650 m3 | 18/000 | 65 | 700
43 | Casting polished concrete with a thickness of 15 cm, ratio 1-2-4 | 2,100 m2 | 0,700 | 1 | 470
44 | Steps of polished concrete for the stairs, ratio 1-2-4 | ⟦illegible⟧ | 0,750 | ⟦illegible⟧ | 750
45 | Encasement of sewage pipes with concrete, ratio 1-2-4 | 45 l.m. | 0,350 | 15 | 750
46 | Cement slurry under gypsum plaster, ratio 1-1 | 2,350 m2 | 0,050 | 117 | 500
47 | Iron-pointing (makwa type) with cement | 2,220 | 0,100 | 222 | 000
48 | Brickwork with cement 1-4 | 3,100 m3 | 4/500 | 13 | 950
49 | Glass brick construction in walls | 50 ft2 | 0,850 | 42 | 500
50 | Coping (Sarboush) according to drawings | 35 l.m. | 6/000 | 210 | 000
51 | Cement rendering for skirtings | 350 l.m. | 0,300 | 105 | 000
52 | Electrical installations including boards, main switch, fuses ... etc | Lump sum | 75/000 | 75 | 000
53 | Leveling the ground, demolishing existing structure, and removing all debris after the committee takes what it wants from said debris | Lump sum | 50/000 | 50 | 000
54 | Security, water supply, payment of expenses, and providing electricity if needed and paying all expenses | Lump sum | 50/000 | 50 | 000
55 | Cleaning the building, wiping the glass, and making it complete in all respects | Lump sum | 10/000 | 10 | 000
56 | Laying pipes for fresh water and sewage, including elbows, joints, tees, and everything the work requires | ⟦blank⟧ | ⟦blank⟧ | ⟦blank⟧ | ⟦blank⟧
57 | Galvanized pipes 2-inch diameter for joint water 15 l.m. | ⟦blank⟧ | 0,750 | 11 | 250
19629 875
22209 825
For the screens
Item | Work Details | Quantity | Price | Amount Fils Dinar
b | Galvanized pipes with 1 inch diameter | 5/0 m.p. | 0.500 | 825 22209
c | = 3/4 = = | 45/0 m.p. | 0.400 | 500 22
d | = 1/2 = = | 50/0 m.p. | 0.250 | 500 18
e | 1 inch lock | 2 units | 0.600 | 200 12
f | = 3/4 = = | 2 units | 0.500 | 1000 1
g | = 1/2 = = | 2 units | 0.250 | 500 1
| Cast iron pipes 4 inch diameter | 30/0 m.p. | 2.000 | 000 60
| 3 inch diameter pipe (iron) | 13/0 m.p. | 1.250 | 250 16
| | | | 725 22341
p. ( 22 )
Carried over from the previous page
⟦line⟧
Fils | Dinar |
775 | 22241 |
| | % to be deducted from all prices (if the bidder so desires)
088 | 1117 | 5% contingency amount to be added, which may not be spent or spent
| | by order of the administrative committee ( Contingencies. )
863 | 23358 |
Twenty-three thousand, three hundred fifty-eight dinars and eight hundred sixty-three
fils
Grand Total
Foreman Taha Mohammad
10/1
⟦illegible⟧ Private Jewish Schools in Baghdad ⟦illegible⟧
⟦illegible⟧
⟦illegible⟧
9
6.00
25.30.
15.85.
25.61
C1
C2
C3
C4
C5
C10
3.50
3.50
3.50
3.50
3.50
32.30
4.00
4.00
4.00
4.00
4.00
1.25
Ground Floor
Site No:
DRG NO.: Ground Floor.
SK: Key Plan.
R.C. Columns
Scale: 1:100
Date: 4/62.
Glass Bricks
Glass ⟦Bricks⟧
Glass Bricks
DN
DN
Balcony
Balcony
FIRST FLOOR PLAN
D.R.C. No.
Date 1/4/62
S.R.
Scale 1/100
.60
.40
2.15
Foundation Footings S₁
1/4" φ ties at 20cc
.30
.50
6 nos. 5/8" φ
Tie Beam.
2.15
2.15
.60
.50
17 nos. 5/8" φ Each Way
12 nos. 5/8" φ Longway
17 nos. 5/8" φ Shortway
⟦.60⟧
⟦.50⟧
⟦2.15⟧
3"x3" Angle Iron
.25 .25
1" T Iron
Steel Framework to Cap Light Shaft.
Glazed with 6 mm Reinforced Glass.
Site No
PRG No. SK
R.C. Founds. Footings
+ R.C. Pedestals
+ Tie Beams
Scale 1:33 + 1:4
Date
25.30
6.00
15.85
25.61
S1
S2
1.60
3.50
3.50
2.15
2.45
4.00
Site No:
DRG No: Foundation Key Plan.
SK.: R.C. Footings, Pedestals & Tie Beams.
Scale: 1:100.
Date: ⟦1/4/62.⟧
25.30
6.00
15.85
25.61
32.30
4.00
3.50
3.50
1.00
1.25
B1
B2
B'
B
P1
E1
⟦illegible⟧
1st. Floor & Ground Floor Key Plan.
R.C. Beams, Slabs & Balcony
Scale 1:100
Site: Date: 4/62 DRC NO. SK.
25.30
6.00
15.85
25.61
32.30
C1
C4
⟦illegible⟧
1st. Floor. Key Plan for Columns.
Scale 1:100.
DRG N:: SK.
Site:
Date: 14/62
R. C. Slab.
3/8" ϕ @ .25 Temp Reinf
1/2 ϕ @ .11 cc. Main Reinf
2. 1/2" ϕ
stirrups @ .20
5 nos | 7 st.
at .10 | @ .05
2. 1/2 ϕ
3/8" ϕ stirrups
8 - 5/8" ϕ
B1
B2 Same but with section = .50 x .25
Sectional Details of Columns.
Ground Floor
Ties 1/4" @ .20 cc
Ties 1/4" at .20 cc
Ties 1/4" @ .20 cc.
Ties 1/4" @ .20 cc
6 - 5/8" ϕ
6 - 5/8" ϕ
6 - 5/8" ϕ
6 - 5/8" ϕ.
C1
C2
C4
First Floor.
Ties 1/4" @ .20 cc
Ties 1/4" @ .20 cc
4 - 5/8" ϕ
4 - 5/8" ϕ
C1
C4
Site No:
DRG NO SK.: R.C. Roof Slab beams + Columns
Date: 14/62.
Scale: 1:25 1:20