Indian Tenders

Tender Notice

TDR 54982298
Tendering Authority Military Engineer Services
Tender No 2026_MES_758541
Tender ID 2026_MES_759153_1
Tender Brief Corrigendum : Tender For Provision Of Part Ge Project Office Under Ge (P) Af Palam
City New Delhi
State Delhi
Document Fees INR 500 /-
EMD INR 78000.0 /-
Tender Value Refer document
Tender Type Works
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender For Provision Of Part Ge Project Office Under Ge (P) Af Palam

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 04-05-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 11-05-2026
2 18-04-2026 corrigendem no 1 BOQ 04-05-2026
3 18-04-2026 Date Corrigendum Date 04-05-2026
4 18-04-2026 corrigendem3 Other 04-05-2026
5 18-04-2026 corrigendem3 Other 11-05-2026
6 18-04-2026 corrigendem no 1 BOQ 11-05-2026
7 18-04-2026 Date Corrigendum Date 04-05-2026

Key Dates

Publish Date 04-05-2026
Last Date of Bid Submission 11-05-2026
Tender Opening Date 18-05-2026

Contact Information

Company Name Military Engineer Services
Contact Person JITENDRA KUMAR MEENA IDSE GE
Address GARRISON ENGINEER PROJECT AIR FORCE PALAM

BOQ Items

Name of Work:- PROVN OF PART GE PROJECT OFFICE UNDER GE (P) AF PALAM
Sl. No. Item Description
1Demolition of Unreinforced 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.
2Excavation 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.
3M&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.
4M&L for 100mm thick cement concrete type C2 1:3:6 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
5Formwork 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.
6M&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.
7M&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.
8M&L for M25 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.
9Formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat rough finished surfaces of concrete all as specified and directed
10M&L for M25 design mix concrete (using 20mm graded aggregate) for columns, pillars, piers, posts and struts all as specified and directed.
11M&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.
12Returning , filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick with soils complete all as specified and directed.
13M&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.
14M&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.
15Formwork 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.
16M&L for M25 design mix concrete (using 20mm graded aggregate) for Roof Beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed.
17M&L for M25 design mix concrete (using 20mm graded aggregate) for Chajjas all as specified and directed.
18Formwork 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
19M&L for M25 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
20M&L for M25 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

Other Detail

Information Source https://defproc.gov.in/nicgep/app
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