| Posted date | 21st October, 2026 | Last date to apply | 25th October, 2026 |
| Country | Pakistan | Locations | Islamabad |
| Category | Development Sector | ||
| Type | Tender | Position | 1 |
21/10/2026
Bidder Introduction
M/s: ________________________________________________________________________________
NTN/GST: _
Name of Focal Person: __________________________________________________________________
Contact Numbers; (at least 3 numbers): ____________________________________________________
Bank Account with Title A/C: _____________________________________________________________
Address:______________________________________________________________________________
REQUEST FOR QUOTATION
Human Appeal is an incorporated UK charity and a global humanitarian & organization. We save lives, alleviate poverty, transform and empower local communities champion humanity, impartiality, neutrality, and independence. Our vision is the global agent of change for a justice, caring, and sustainable world”.
Human Appeal takes this opportunity to request you to share the quotations (Scanned copy with signature and organizational stamp) via e-mail against the project “Construction of Single Story House Lehtrar Road Nilor Islamabad” as per the following details.
SubmissionDeadline: 25-10-2026
|
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 |
30.5 |
|
|
8 |
Kg |
73.81 |
|
|
|
7.5 |
Plinth Beam Short wall Steel 1/2" Grade 60 M/S Bars |
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 |
|
|
|||||||
|
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 |
|||||||
|
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) |
|||||||
Drawing attached as Annexure-1
Terms& Conditions
- Quoted prices for the items shall be inclusive of all kinds of Government taxes as per National Law.
- Payment shall be made as per the agreed terms and conditions contained in the agreement/work order.
- After the evaluation of financial bids, selected vendors shall be requested to submit samples.
- Human Appeal Pakistan reserves the right to reject any or all quotations without assigning any reason thereof.
- Delivery to the project site/distribution points will be the responsibility of the vendor at his own cost.
- Quoted rates shall remain valid for at least 30 days from the date of opening.
Vendor should send quotation electronically via email [email protected] and CC: [email protected]
Consent
Our organization is not involved in and does not support any activity which is considered illegal by the Government of Pakistan or under the International Laws Community or what may be termed a ‘terrorist activity’. I confirm that the above information is accurate to the best of my knowledge. I have not withheld information.
Suppliers Signature and Stamp:
Name........................ Position ……...................
Annexure: Conflict of Interest Declaration
Human Appeal
Supplier Conflict of Interest Declaration Form
Supplier / Vendor Name: ___________________________________________________________________
Supplier / Vendor Address: _________________________________________________________________
RFQ/RFP/Tender Applied for: _______________________________________________________________
As per Human Appeal’s policies and procedures; any suppliers/vendors shall not try to gain an unfair competitive advantage or influence the ability of Human Appeal’s employees to make impartial and objective decisions. All suppliers/vendors interested in conducting business with Human Appeal (HA) must complete and return this Supplier Conflict of Interest Disclosure Form to be eligible for contract awarding.
If a supplier/vendor and its owner, director, shareholder, or senior management member have any relationship with a Human Appeal’s officer/employee/Manager/director or is an immediate family member of a Human Appeal’s officer/employee/Manager/director, the supplier/vendor shall disclose the information required below.
|
Yes |
No |
Conflict of Interest |
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|
If you have answered ‘Yes’ to any of the above questions, please list down the name of the Person / company and state the relationship of the person/company.
|
Name of Human Appeal’s Employee(s) with Potential Conflict of Interest |
|
|
Name |
Relationship |
|
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I certify that the information provided is true and correct by my signature below:
Review of Declaration:
|
Vendor Authorized Representative |
Signature |
Stamped |
|
Name: Designation: |
|
|
This document will be reviewed by Human Appeal’s CMT (Country Management Team) for further decision if any conflict of interest arises. Operation Team shall inform suppliers if they are qualified to participate in the RFQ/RFP/Tender.
Apply By:
Vendor should send quotation electronically via email [email protected] and CC: [email protected]
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