|
SNO
|
Description of Item
|
Length
|
Width
|
H/D
|
No
|
Unit
|
Quantity
|
Unit Cost
|
Total Cost
|
|
|
Two Rooms Laiba House
|
|
|
|
|
|
|
|
|
|
1
|
Excavation Complete in all respect.
|
|
|
|
1.1
|
Excavation of foundation long wall
|
30.50
|
2.00
|
2.50
|
2.00
|
Cft
|
305.00
|
|
|
|
1.2
|
Excavation of foundation Short wall
|
23.5
|
2
|
2.5
|
4.00
|
Cft
|
470.00
|
|
|
|
1.3
|
Excavation of Column Footing
|
3
|
3
|
3.5
|
6
|
Cft
|
189.00
|
|
|
|
1.4
|
Bath Room Short walls
|
5.00
|
1.50
|
2.5
|
1.00
|
cft
|
18.75
|
|
|
|
|
Net Quantity of Excavation
|
Cft
|
982.75
|
|
|
|
2
|
PCC (1:3:6).complete in all respect.
|
|
|
|
|
|
|
|
|
|
2.1
|
P.C.C of foundation long wall
|
30.50
|
2.00
|
0.25
|
2.00
|
Cft
|
30.50
|
|
|
|
2.2
|
P.C.C of foundation Short wall
|
23.5
|
2
|
0.25
|
4
|
Cft
|
47.00
|
|
|
|
2.3
|
P.C.C of Column Footing
|
3
|
3
|
0.25
|
6
|
Cft
|
13.50
|
|
|
|
2.4
|
P.C.C Bath Room Short walls
|
5.00
|
1.50
|
0.25
|
1.00
|
cft
|
1.88
|
|
|
|
|
Net Quantity of Concrete (1:3:6) for PCC in Foundation
|
Cft
|
92.88
|
|
|
|
3
|
Column Footing (1:2:4)
|
|
|
|
3.1
|
Column Footing Concrete
|
3
|
3
|
1
|
6
|
Cft
|
54.00
|
|
|
|
|
Net Quantity of Concrete (1:2:4) for Column Footing
|
Cft
|
54.00
|
|
|
|
3.2
|
Column Footing Steel 1/2" Grade 60 M/S Bars ,@6" c/c with 6" L (Main Bars & Distribution Bars)
|
2.5
|
|
|
72
|
Kg
|
54.45
|
|
|
|
|
Net Quantity of Steel for Column Footing
|
Kg
|
54.45
|
|
|
|
4
|
RCC Concrete of Patty Column (1:2:4)
|
|
|
|
4.1
|
Patty Column Concrete (1:2:4)
|
0.75
|
0.75
|
2.25
|
6
|
Cft
|
7.59
|
|
|
|
|
Net Quantity of concrete for Patty Column
|
|
|
|
|
Cft
|
7.59
|
|
|
|
4.2
|
Patty Column Steel 1/2" Grade 60 M/S Bars with 9" L No 4 for C1 and No 6 for C2
|
6.87
|
|
|
48
|
Kg
|
99.75
|
|
|
|
4.3
|
Patty Column Ring 3/8" @ 9" C/C (6"x6") with 3" Hook
|
2.25
|
|
|
18
|
Kg
|
6.89
|
|
|
|
|
Net Quantity of Steel for Patty Column
|
Kg
|
106.64
|
|
|
|
5
|
Brick masonry (1:5).complete in all respect.
|
|
|
|
5.1
|
1st step long wall foundation
|
29.33
|
1.125
|
0.75
|
2.00
|
cft
|
49.49
|
|
|
|
5.2
|
1st step short wall foundation
|
23.5
|
1.125
|
0.75
|
4
|
cft
|
79.31
|
|
|
|
5.3
|
1st Step Bath Room Short walls
|
5.00
|
1.50
|
0.75
|
1.00
|
cft
|
5.63
|
|
|
|
5.4
|
Brick masnory 9" below D.P.C long wall
|
29.16
|
1.125
|
1.50
|
2.00
|
cft
|
98.42
|
|
|
|
5.5
|
Brick masonry 9" below D.P.C short wall
|
23.5
|
0.75
|
1.5
|
4
|
cft
|
105.75
|
|
|
|
5.6
|
1st Step Bath Room Short walls
|
5
|
0.75
|
1.5
|
1
|
Cft
|
5.63
|
|
|
|
5.7
|
Brick masonry super structure long wall
|
26.5
|
0.75
|
10
|
3
|
cft
|
596.25
|
|
|
|
5.8
|
Brick masonry super structure short wall
|
21.75
|
0.75
|
10
|
3
|
cft
|
489.38
|
|
|
|
5.9
|
Bath Room Super Structure Short walls
|
5
|
0.75
|
10
|
1
|
Cft
|
37.50
|
|
|
|
5.10
|
Brick masonry parapet wall
|
112
|
0.75
|
1.5
|
1
|
cft
|
126.00
|
|
|
|
|
Total Brick Masonry
|
cft
|
1593.35
|
|
|
|
5.17
|
Deduction door of rooms
|
4
|
0.75
|
7
|
2
|
cft
|
42.0
|
|
|
|
5.18
|
Deduction Bath Room Window, Kitchen, TV Lounge
|
4
|
0.75
|
6
|
3
|
cft
|
54.0
|
|
|
|
5.19
|
Deduction Precast Ventilator
|
2.5
|
0.75
|
4.5
|
5
|
cft
|
42.2
|
|
|
|
5.2
|
Deduction of Bath Room Window
|
3
|
0.75
|
6
|
1
|
cft
|
13.5
|
|
|
|
5.21
|
Deduction Bath Room Door
|
2.5
|
0.75
|
7
|
1
|
cft
|
13.13
|
|
|
|
5.22
|
Deduction RCC (lintel Beam) of doors
|
5
|
0.75
|
0.5
|
3
|
cft
|
5.63
|
|
|
|
5.23
|
Deduction RCC (lintel Beam) of windows
|
4
|
0.75
|
0.5
|
4
|
cft
|
6.00
|
|
|
|
|
Total Deductions
|
cft
|
176.44
|
|
|
|
|
Net Quantity of Brick Masonry
|
|
1416.91
|
|
|
|
7
|
RCC Concrete of Plinth Beam (1:2:4) complete in all respect
|
|
|
|
7.1
|
Plinth Beam Concrete (1:2:4) Long Wall
|
29.00
|
0.75
|
1.00
|
2.00
|
cft
|
43.50
|
|
|
|
7.2
|
Plinth Beam Concrete (1:2:4) Short Wall
|
23.5
|
0.75
|
1.00
|
4.00
|
cft
|
70.50
|
|
|
|
7.3
|
Short walls bathroom plinth beam
|
5.00
|
0.75
|
1.00
|
2.00
|
cft
|
7.50
|
|
|
|
|
Net Quantity of Concrete (1:2:4) for Plinth Beam
|
|
121.50
|
|
|
|
7.4
|
Plinth Beam long wall Steel 1/2" Grade 60 M/S Bars
with 9" L No 4
|
30.5
|
|
|
8
|
Kg
|
73.81
|
|
|
|
7.5
|
Plinth Beam Short wall Steel 1/2" Grade 60 M/S Bars
with 9" L No 4
|
25
|
|
|
16
|
Kg
|
120.99
|
|
|
|
7.6
|
plinth beam Sort walls latrine Steel 1/2'' Grade 60 M/S Bars
|
6.5
|
|
|
8
|
Kg
|
15.73
|
|
|
|
7.7
|
Plinth Beam Ring 3/8" @ 9" C/C (9"x 6") with 3" Hook
|
3
|
|
|
215
|
Kg
|
109.74
|
|
|
|
|
Net Quantity of Steel for Plinth Beam
|
Kg
|
320.27
|
|
|
|
8
|
DPC (1:2:4).complete in all respect.
|
|
|
|
8.1
|
PCC in long wall
|
29
|
0.75
|
0.16
|
2.00
|
cft
|
6.96
|
|
|
|
8.2
|
PCC in short wall
|
23.5
|
0.75
|
0.16
|
4.00
|
cft
|
11.28
|
|
|
|
8.3
|
Bath Room Short walls
|
5.00
|
0.75
|
0.16
|
2.00
|
cft
|
1.20
|
|
|
|
8.7
|
Net Quantity of D.P.C 1:2:4
|
Cft
|
19.44
|
|
|
|
9
|
RCC Concrete of Column (1:2:4) complete in all respect
|
|
|
|
9.1
|
Concrete of Column (1:2:4)
|
0.75
|
1
|
10
|
9
|
cft
|
67.50
|
|
|
|
|
Net Quantity of Concrete (1:2:4) for Column
|
Cft
|
67.50
|
|
|
|
9.2
|
Column Steel 1/2" Grade 60 M/S Bars No 6
|
11.42
|
|
|
38
|
Kg
|
131.26
|
|
|
|
9.3
|
Column Ring 3/8" @ 9" C/C (6"x 6") with 3" Hook
|
2.25
|
|
|
141
|
Kg
|
53.98
|
|
|
|
|
Net Quantity of Steel for column
|
Kg
|
185.24
|
|
|
|
10
|
RCC (1:2:4) complete in all respect.
|
|
|
|
|
10.1
|
RCC in room doors and windows one lingth (lintel Beam)
|
21
|
0.75
|
0.5
|
1
|
cft
|
7.88
|
|
|
|
10.2
|
RCC in Kitchen door (lintel Beam)
|
4.5
|
0.75
|
0.5
|
1
|
cft
|
1.69
|
|
|
|
10.3
|
RCC in Kitchen windows (lintel Beam)
|
4
|
0.75
|
0.5
|
1
|
cft
|
1.50
|
|
|
|
|
Net Quantity of Concrete (1:2:4) for linter Beam
|
cft
|
11.06
|
|
|
|
10.4
|
Lintel Beam of Room Doors & windows Steel 1/2" Grade 60 M/S Bars with 3" L No 4
|
21.5
|
|
|
4
|
Kg
|
26.01
|
|
|
|
10.5
|
Lintel Beam of Kitchen Door Steel 1/2" Grade 60 M/S Bars with 3" L No 4
|
5
|
|
|
4
|
Kg
|
6.05
|
|
|
|
10.6
|
Lintel Beam of Kitchen window Steel 1/2" Grade 60 M/S Bars with 3" L No 4
|
4.5
|
|
|
4
|
Kg
|
5.44
|
|
|
|
10.7
|
Lenter Beam Ring 3/8" @ 6" C/C (6"x 6") with 3" Hook
|
2.25
|
|
|
54
|
Kg
|
20.67
|
|
|
|
|
Net Quantity of Steel for Linter Beams
|
Kg
|
58.18
|
|
|
|
11
|
RCC Beams (1:2:4) complete in all respect.
|
|
|
|
11.1
|
RCC Beam Concrete of Long wall (B 1)
|
30.5
|
0.75
|
1.08
|
2
|
cft
|
49.41
|
|
|
|
11.2
|
RCC Beam Concrete of Short wall (B 2)
|
23.5
|
0.75
|
1.08
|
4
|
cft
|
76.14
|
|
|
|
|
Net Quantity Concrete of (1:2:4) for Beams
|
|
|
|
|
cft
|
125.55
|
|
|
|
11.3
|
Beam on Long wall (B1) Steel 1/2" Grade 60 M/S Bars with 9" L on Both side No 6
|
29.5
|
|
|
18
|
Kg
|
160.62
|
|
|
|
11.4
|
Beam on shart wall (B2) Steel 1/2" Grade 60 M/S Bars with 9" L on Both side No 6
|
22.5
|
|
|
18
|
Kg
|
122.50
|
|
|
|
11.5
|
B 1 and B 2 Rings 3/8" @ 6" C/C (6" x 15") with 3" Hook
|
2.25
|
|
|
309
|
Kg
|
118.29
|
|
|
|
|
Net Quantity of Steel for Beam
|
Kg
|
401.42
|
|
|
|
12
|
Roofing - RCC in roof slab including placing, compacting, finishing & curing (Ratio 1:2:4) 6" thick slab
|
|
|
|
A
|
Steel for roof slab 1/2" Ø deformed bors (Grade 60) including cutting, bending, laying in position, making joints, binding of steel etc
|
|
|
|
12.1
|
Roof Slab Concrete (1:2:4)
|
29.5
|
23.75
|
0.41
|
1
|
cft
|
287.26
|
|
|
|
|
Total concrete Qty of Roof Slab
|
cft
|
287.26
|
|
|
|
12.2
|
Roof Slab Steel Grade 60 M/S Main Bars 1/2" @ 6" C/C
|
29.5
|
|
|
40.333
|
Kg
|
359.90
|
|
|
|
12.3
|
Roof Slab Steel Grade 60 M/S Distribution Bars 1/2" @ 6" C/C
|
23.75
|
|
|
32.667
|
Kg
|
234.67
|
|
|
|
|
Net Quantity of Steel for Roof Slab
|
Kg
|
594.58
|
|
|
|
B
|
Waterproofing -Single layer of brick tiles 9"X4-1/2"X1-1/2" laid over 3" earth and 1" mud plaster without bhoosa, grouted with cement sand (ratio 1:3) on top of RCC roof slab, provided with bitumen coationg , with S/L polythene sheet on roof etc 500 gauge.
|
|
|
|
12.4
|
Total roof area for single layer of brick tiles top of the Two rooms Kitchen & Verandah roof slab
|
32.5
|
23.5
|
|
1
|
sft
|
763.75
|
|
|
|
13
|
Plaster Work. complete in all respect.
|
|
|
|
13.1
|
1/2" thick Plaster (1:3) on Two rooms, Kitchen and Verandah Roof with projection
|
27.5
|
23.5
|
|
1
|
Sft
|
646.25
|
|
|
|
13.2
|
1/2" Plaster (1:4) Room-1 inside walls,
|
48
|
|
11
|
1
|
sft
|
528.00
|
|
|
|
13.3
|
1/2" Plaster (1:4) Room-2 inside walls,
|
56
|
|
11
|
1
|
sft
|
616.00
|
|
|
|
13.4
|
1/2" Plaster (1:4) kitchen inside walls,
|
32.89
|
|
11
|
1
|
sft
|
361.79
|
|
|
|
13.5
|
1/2" Plaster (1:4) Open to Sky Area
|
26
|
|
11
|
1
|
sft
|
286.00
|
|
|
|
13.6
|
1/2" Plaster (1:4) Bathroom inside wall
|
26.33
|
|
11
|
1
|
sft
|
289.63
|
|
|
|
13.7
|
1/2" Plaster (1:4) Room TV Lounge
|
51
|
|
11
|
1
|
sft
|
561.00
|
|
|
|
13.8
|
1/2" Plaster (1:4) Carporch
|
42
|
|
11
|
1
|
sft
|
462.00
|
|
|
|
13.9
|
1/2" Plaster (1:4) Outer Side long walls
|
29
|
|
13
|
1
|
sft
|
377.00
|
|
|
|
13.10
|
1/2" Plaster (1:4) Outer Side short walls
|
23.5
|
|
13
|
1
|
sft
|
305.50
|
|
|
|
|
Total Plaster
|
sft
|
4433.17
|
|
|
|
13.10
|
Deduction door of rooms
|
4
|
|
7
|
4
|
sft
|
112.00
|
|
|
|
13.11
|
Deduction Bath Room Window, Kitchen, TV Lounge
|
4
|
|
6
|
6
|
sft
|
144.00
|
|
|
|
13.12
|
Deduction Precast Ventilator
|
2.5
|
|
4.5
|
10
|
sft
|
112.50
|
|
|
|
|
Deduction of Bath Room Window
|
3
|
|
6
|
2
|
|
36.00
|
|
|
|
|
Deduction Bath Room Door
|
2.5
|
|
7
|
2
|
|
35.00
|
|
|
|
Net Quantity of Plaster
|
sft
|
3993.67
|
|
|
|
14
|
Doors and Window Complete in all respect.
|
|
|
|
14.1
|
Room doors (Steel Chokat 4.5'' 20 Guage with 1.5" (40mm) thick wood) with 1 under coat (astar) and 2 coats Spring red oxide paint complete in all respect
|
4
|
|
7
|
2
|
sft
|
56
|
|
|
|
14.2
|
Kitchen door (Steel Chokat 9" 18 Guage with 1.5" (40mm) thick wood) with 1 under coat (astar) and 2 coats Spring red oxide paint complete in all respect
|
2.5
|
|
7
|
2
|
sft
|
35
|
|
|
|
14.3
|
Providing and fixing aluminium sliding window for room & Kitchen with aluminium chanil 4" X 2mm Dark Bworn in color : Glass One sided /Markari 5mm
|
4
|
|
6
|
4
|
sft
|
96.00
|
|
|
|
14.4
|
Precast Ventilator for kitchen (2' x 1.5')
|
1
|
|
1
|
1
|
Nos
|
1.00
|
|
|
|
15
|
White washing .complete in all respect.
|
|
|
|
|
Preparing surface with wall Putty & Distemper on new surface all Inner Side and weather shield on new surface all outer sides of the structure 3 coats each
|
|
|
|
|
|
|
|
|
|
15.1
|
White washing ( Preparing surface with wall Putty & 3 cote Brighto Distemper Inside of rooms , Kitchen & virendah and 3 cote Weather shield outside of rooms, kitchen & virendah )
|
|
|
|
|
|
3993.67
|
|
|
|
16
|
Electrification work Included (3/29 ,7/29 each 100' Pakistan cable,Pvc pipe 1" Dia ,Joint Box 1"X 3" ,Bend 1",GM Wall Box 4"X4" ,GM Switch kit 4"X4",Holder, Philips Energy saver,Main cable(wapda cable 7/52), # 4 Ceiling fan (Pak fan) with Labor Charges copmlete with all respect (JOB) for Shelter rooms,kitchen, virendah and latrine
|
|
|
|
1
|
Job
|
1
|
|
|
|
17
|
Flooring complete in all respect.
|
|
|
|
17.1
|
3" thick Brick Ballast under flooring
|
29
|
23.5
|
0.25
|
1
|
cft
|
170.375
|
|
|
|
|
Total Brick Ballast
|
cft
|
170.375
|
|
|
|
17.4
|
3" thick PCC (1:2:4) flooring
|
29
|
23.5
|
0.25
|
1
|
cft
|
170.375
|
|
|
|
|
Total PCC (1:2:4)
|
|
170.375
|
|
|
|
18
|
Plumbing (upvc pipe conecting with main hole for wastewater complete work in all respect)
|
|
|
|
1
|
Job
|
1.0
|
|
|
|
19
|
Boundry Wall Complete as per given design including bricks masonary plastring and white washing 3 cote Brighto Distemper Inside and outer side
|
20
|
|
|
1
|
cft
|
20.00
|
|
|
|
20
|
Main Gate 6ft x 8ft (Iron gate frame (Angle iron 2"x2"x 6mm 3"x 6mm patti with 18 guage bending sheet & 1.5"x 1.5" x 4.5mm fixd with door sheet) with one cote red oxide and 2 cotes paint) of Shelter home) with Concrete column
|
6
|
8
|
|
1
|
sft
|
48.0
|
|
|
|
|
TOTAL
|
|
|
Complete sanitary work
|
|
SNO
|
Description of Item
|
Length
|
Width
|
H/D
|
No
|
Unit
|
Quantity
|
Unit Rate
|
Total Cost
|
|
1
|
Providing and fixing of indian WC 20" with Flush tank in Latrine with P-Trap,pipe connection to the septic tank and connected to soakage pit . Complete sanitary fitting of PPR pipe two tap and shawar inside the bath and one tap outside the bath, Complete in all respect
|
|
|
|
|
Job
|
1.00
|
|
|
|
2
|
Door and ventilator .complete in all respect.
|
|
|
|
2.1
|
Doors (Angle iron 1.5"x1.5"x6mm 2"x 6mm pati with 18 guage sheet) with one cote red oxide and 2 cotes paint
|
2.5
|
|
6.5
|
1
|
sft
|
16.25
|
|
|
|
2.2
|
Precast Ventilator (2' x 1.5')
|
1
|
|
1
|
1
|
Nos
|
1
|
|
|
|
3
|
Steel Complete in all respect
|
|
|
|
3.1
|
1/2" dia steel for door lintel
|
3
|
|
|
2
|
kg
|
1.8
|
|
|
|
4
|
Bore work, Electric water pump and Water tank
|
|
|
|
4.1
|
Boring and lowring of 2.5" dia straight borehole in any formation having total depth 70-80 Ft
|
|
|
|
1
|
Job
|
1.0
|
|
|
|
4.2
|
Shehzad electric water pump (Copper wire) 1 Hp
|
|
|
|
1
|
Job
|
1.0
|
|
|
|
4.3
|
Water tank 750 Gallon Dura 3 layers
|
|
|
|
1
|
Job
|
1.0
|
|
|
|
5
|
White wash electerifaction conection with all respect
|
|
|
|
1
|
Job
|
1.0
|
|
|
|
TOTAL
|
|
|
Septic Tank & Soakage Pit BOQs & Cost
|
|
SNO
|
Description of Item
|
Length
|
Width
|
H/D
|
No
|
Unit
|
Total Quantity)
|
Unit Rate
|
Total Amounts
|
|
(A)
|
Septic Tank
|
|
1.1
|
Excavation
|
5.75
|
4.75
|
5
|
1
|
cft
|
136.56
|
|
|
|
1.2
|
PCC 1:4:8 in bed 3" thick
|
5.75
|
4.75
|
0.25
|
1
|
cft
|
6.83
|
|
|
|
1.3
|
PCC 1:2:4 in bed after palaster work
|
5
|
4
|
0.25
|
1
|
cft
|
5.00
|
|
|
|
2
|
Brick masonry (1:5).complete in all respect.
|
|
|
|
2.1
|
long wall
|
5.75
|
0.75
|
4.75
|
2
|
cft
|
40.97
|
|
|
|
2.2
|
short wall
|
4
|
0.75
|
4.75
|
2
|
cft
|
28.5
|
|
|
|
2.3
|
Baffle wall
|
4
|
0.375
|
2.5
|
1
|
cft
|
3.75
|
|
|
|
|
Total Brick masonry work
|
cft
|
73.22
|
|
|
|
3
|
Plaster (1:4) 1/2" thick. complete in all respect.
|
|
|
|
3.1
|
Plaster (1:4) long wall
|
5
|
|
4.5
|
2
|
sft
|
45.00
|
|
|
|
3.2
|
Plaster (1:4) short wall
|
4
|
|
4.5
|
2
|
sft
|
36.00
|
|
|
|
|
Total Plaster
|
sft
|
81.00
|
|
|
|
3.3
|
RCC (1:2:4) slab 3" thick
|
5.75
|
4.75
|
0.25
|
1
|
cft
|
6.83
|
|
|
|
4
|
Steel 1/2" dia for RCC. complete in all respect
|
|
|
|
4.1
|
steel 1/2"dia 6" c/c main bars
|
|
|
|
|
Kg
|
16
|
|
|
|
4.2
|
steel 1/2"dia 6" c/c distribution bars
|
|
|
|
|
Kg
|
16
|
|
|
|
|
Total Steel
|
Kg
|
32.00
|
|
|
|
|
TOTAL
|
|
|
|
GRAND TOTAL
|
|
|
SNO
|
Items
|
Specifications
|
|
1
|
Bricks
|
(A-Class, regular shape, ringing sound , uniform color, strength not less than 1500 Psi)
|
|
2
|
Sand
|
Sharp, cubical green sand free of
impurities
|
|
3
|
Crush
|
Crush stone, sharp edges, no flakiness
|
|
4
|
Door Sheet for latrine
|
Doors, (Sheet 18 guage & Angle Iron 1.5"x 1.5"x 2"Patti 6mm thick)
|
|
5
|
Door for shelter rooms and kitchen
|
Room doors (Steel Chokat 9" 18 Guage with 1.5" (40mm) thick deodar wood) with 1 under coat (astar) and 2 coats Spring red oxide paint complete in all respect
|
|
6
|
Window of rooms and kitchen
|
Aluminium sliding window for room with aluminium chanil 4" X 2mm Dark Bworn in color : Glass One sided /Markari 5mm
|
|
7
|
Cement
|
DG cement 50 kg per Beg
|
|
8
|
Steel 1/2" Dia
|
(Grade 60 MS) deformed bar free from rust
|
|
9
|
WC with Flush tank complete with all accessories
|
20" Indian ( Eleven Star, )
|
|
10
|
UPVC 4" Ø
|
(Pak Arab, Golden, Turk plast,Adamjee)
|
|
11
|
Polythene Sheet
|
10 Guage
|
|
12
|
UPVC pipe 3" Ø
|
Adam G
|
|
13
|
UPVC elbow 4" Ø
|
Adam G
|
|
14
|
Holder brackets
|
GM
|
|
15
|
Lights
|
Philips, Paklite
|
|
16
|
Ceiling fan copper wire 56''
|
Pak fan,
|
|
17
|
sanitary work
|
PPR pipes and fittings (Adam G)
|
|
18
|
Electric pump
|
Shehzad electric water pump (Copper wire) 1 Hp
|
|
19
|
Water tank
|
250 Gallon Dura 3 layers
|
|
20
|
Electricity work Wires (3/29, 7/29, 7/36 etc)
|
Pakistan Cable,
|
|
21
|
Main Gate of Shelter home
|
(Iron gate frame (Angle iron 2"x2"x 6mm 3"x 6mm patti with 16 guage bending sheet & 1.5"x 1.5" x 4.5mm fixd with door sheet) with one cote red oxide and 2 cotes paint)
|