Human Appeal
Construction of Single Story House
613 views
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
 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)

 

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

 

 

  1. 1.        Does any HA’s officer/employee/Manager/Country Director have any direct or indirect ownership or other financial interest in your company or any of its affiliates?

 

 

  1. 2.        Is any owner, director, shareholder, or senior management member of your company a current or was employed with HA in the past 2 years?

 

 

  1. 3.        Have you offered employment to any HA’s officer/employee/Manager/Country Director participating in this project in the past 2 years?

 

 

  1. 4.        Does any owner, director, shareholder, or senior management member in your company have any family relationship with any current HA’s officer/employee/Manager/Country Director?

 

 

  1. 5.        Does any owner, director, shareholder, or senior management member in your company have any business relationship with any current HA’s officer/employee/Manager/Country Director?

 

 

  1. 6.        Has your company or any of its affiliates, owner, director, shareholder, or senior management member in your company provided money/donation, gifts, or other thing of value to any HA’s officer/employee/Manager/Country Director or any senior management member?

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

 

 

 

 

 

 

 

 

 

 

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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