Tender For Provision Of Part Ge Project Office Under Ge (P) Af Palam
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Aug 2026
7 days left
EMD
78000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Part Ge Project Office Under Ge (P) Af Palam
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 31-Jul-2026 | CORREGENDUM | Terms and Conditions | 21-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Un-reinforced cement Concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) including removal of debris from the site complete all as specified and as directed by Engr-in-Charge. |
| 2 | Excavation in trenches for n. exc 1.50 Mtr width but n.exc 1.50 Mtr depth for foundation not exc 10 sqm on plan and n. exc 1.50 mtr in depth incl getting in soft/loose soil complete all as specified and directed. |
| 3 | M&L for Anti Termite Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as directed. |
| 4 | M&L for 100mm thick cement concrete (type C-2) 1:3:6 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 5 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter all as specified and directed. |
| 6 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required, including cracking bedning etc and bending with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 7 | M&L for mild steel TMT bars 5 to 10mm dia as in stirrups cut to length bent to shape required, including cracking bedning etc and bending with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 8 | M&L for M-25 design mix concrete (using 20mm graded aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc asement slabs, under reamed piles and mass conrete complete all as specified and directed. |
| 9 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat rough finished surfaces of concrete all as specified and directed |
| 10 | M&L for M-25 design mix concrete (using 20mm graded aggregate) for columns, pillars, piers, posts and struts all as specified and directed. |
| 11 | M&L for Anti Termite Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as directed. |
| 12 | Returning , filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick each with soils complete all as specified and directed. |
| 13 | M&L for AAC block work Grade 1 of size 600 x 200 x 230mm thick with min compressive strength 3 to 4.5 N/mm square (IS 2185) and min dry density 550 to 650 Kg/M cube, water absorption n. exc 10% by mass, thermal reistance 0.8 to 1.25 per inch of thickness, allowable shear stress 8 to 22 psi, dry shrinkage 0.04% of the size of AAC block set in CM 1:4 complete all as specified and as directed by Engr-in-charge. |
| 14 | M&L for AAC block work Grade 1 of size 600 x 200 x 150mm thick with min compressive strength 3 to 4.5 N/mm square (IS 2185) and min dry density 550 to 650 Kg/M cube, water absorption n. exc 10% by mass, thermal reistance 0.8 to 1.25 per inch of thickness, allowable shear stress 8 to 22 psi, dry shrinkage 0.04% of the size of AAC block set in 10mm thick CM 1:4 complete all as specified and as directed by Engr-in-charge. |
| 15 | Formwork to sides and soffits for flat rough finished surfaces of concrete of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, elves including sup- ports, overhangs, etc. also splays between floors and beams, etc. |
| 16 | M&L for M-25 design mix concrete (using 20mm graded aggregate) for Roof Beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed. |
| 17 | M&L for M-25 design mix concrete (using 20mm graded aggregate) for Chajjas all as specified and directed. |
| 18 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Hoprizontal or slopping) complete all as specified and directed |
| 19 | M&L for M-25 design mix concrete (using 20mm graded aggregate) for slab supported on walls, beams and columns in floors roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed Please Enable Macros to View BoQ information |
| 20 | M&L for M-25 design mix concrete (using 20mm graded aggregate) for slab supported on walls, beams and columns in floors roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysAug 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender