Public Sector PO Box 70060 Tandojam Jobs 2026 — Technician-I, Civil, Scientific Assistant-II
Pakistan Atomic Energy Commission · Islamabad, Pakistan
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Human Appeal
Human Appeal has announced new vacancies in Islamabad. The last date to apply is 25 October 2026.
Human Appeal has announced new vacancies in Islamabad. The last date to apply is 25 October 2026.
Human Appeal is hiring for Construction of Single Story House in Islamabad, Islamabad Capital Territory. It is a private-sector position.
The last date to apply, 25 October 2026, has passed.
Last date to apply
(passed)
Last date to apply: 25 October 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 |
| Yes | No | Conflict of Interest |
| 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? | ||
| 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? | ||
| 3. Have you offered employment to any HA’s officer/employee/Manager/Country Director participating in this project in the past 2 years? | ||
| 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? | ||
| 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? | ||
| 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? |
| Name of Human Appeal’s Employee(s) with Potential Conflict of Interest | |
| Name | Relationship |
| Vendor Authorized Representative | Signature | Stamped |
| Name: Designation: |
The Urdu summary is prepared by CareersOz from the advertisement. If anything differs, the official advertisement is correct.
The last date to apply is 25 October 2026.
The posts are in Islamabad.
There is no online application. Apply as described in the original advertisement before 25 October 2026.
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