Indian Tenders

Tender Notice
TDR 54847213
Tendering Authority Military Engineer Services
Tender No 81232/E8
Tender ID 2026_MES_757835_1
Tender Brief Corrigendum : Tender For Provn Of Work Services For Installation Of New Aws And Provn Of Ops / Maintenance / Adm Infrastructure For Af Op Locs At Dbo Construction of Afs Leh Under Ge (Af) Leh
City Leh
State Ladakh
Document Fees INR 1000 /-
EMD INR 128500.0 /-
Tender Value INR 1.35 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Provn Of Work Services For Installation Of New Aws And Provn Of Ops / Maintenance / Adm Infrastructure For Af Op Locs At Dbo Construction of Afs Leh Under Ge (Af) Leh

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 02-05-2026 Amendment Other 07-05-2026
2 02-05-2026 Amendment Date 07-05-2026
3 02-05-2026 Amendment Other 14-05-2026
4 02-05-2026 Amendment Date 07-05-2026
5 28-04-2026 DATES CORRIGENDUM Date 04-05-2026
6 28-04-2026 DATES CORRIGENDUM Date 04-05-2026
7 28-04-2026 DATES CORRIGENDUM Date 04-05-2026
8 22-04-2026 Corrigendum Other 04-05-2026
9 22-04-2026 Corrigendum Other 07-05-2026
10 22-04-2026 Corrigendum Other 14-05-2026
11 21-04-2026 DATE CORRIGENDUM Date 28-04-2026
12 21-04-2026 DATE CORRIGENDUM Date 28-04-2026
13 21-04-2026 DATE CORRIGENDUM Date 28-04-2026
14 21-04-2026 DATE CORRIGENDUM Date 28-04-2026
15 09-04-2026 Corrigendum for PS Other 28-04-2026
16 09-04-2026 BOQ BOQ 28-04-2026
17 09-04-2026 Corrigendum for PS Other 21-04-2026
18 09-04-2026 BOQ BOQ 21-04-2026
19 09-04-2026 Corrigendum for PS Other 04-05-2026
20 09-04-2026 BOQ BOQ 04-05-2026
21 09-04-2026 Corrigendum for PS Other 07-05-2026
22 09-04-2026 BOQ BOQ 07-05-2026
23 09-04-2026 Corrigendum for PS Other 14-05-2026
24 09-04-2026 BOQ BOQ 14-05-2026

Key Dates
Publish Date 09-04-2026
Last Date of Bid Submission 14-05-2026

Contact Information
Company Name Military Engineer Services
Contact Person CWE(AF) Leh
Address HQ CWE(AF) Leh

BOQ Items
Name of Work:- Provn of Work services for installation of New AWS and Provn of Ops / Maint / Adm Infrastructure for AF Op locs at DBO C/o AFS Leh under GE (AF) Leh
Sl. No. Item Description
1LIVING BLOCKDesign Supply and Erection Prefabricated Fast Erectable Modular Shelter for Living of size 7.44 Mtr X 5.77 MtrX 3.00mtr as per arch line drawing. The structural design all including of footing and foundation needs to be prepared and also to be vetted from NIT or IIT by the contractor . Certificate from IIT/NIT needs to be in conjunction with codal provns and submitted by the contractor before execution of the work. Structure frame system design with structural steel conforming to IS Code and design as per IS Codal Provns with std worst combination of load as per IS Code prevailing in Leh. The structural frame system should support the structure.The vetted drawing should provide details of Foundation details, Column details, Truss details, Structural Joints all fixing details electrical layout,plumbing layout & sewage layout required for execution.Design criteria: The structural shall be designed in accordance with relevant IS Provns/NBC code/ extant government guidelines suitable for Leh however, some of design criteria are listed as under:(a) Seismic Co-efficient: As per Seismic Zone IV.(b) Snow load : For min 01 mtr of snow and as per IS codal provn for Leh / Demchok. (c) Wind load :Equivalent to wind speed of min 65 mtrs/sec or as per relevant IS Provn.(d) Roof slope: as per design requirement.(e) External temperature :(-) 40 degree to (+) 35 degree.(f) Water absorption/Penetration: Nil & adequate sealing material be provided through include Silicon Sealing Gun.(g) Fire resistant (Walls and ceiling): Fire resistant & should not emit toxic fumes.(h) Ease of construction :Shelter should be modular in design.(i) Design load: As per IS 875/Relevant IS provn.(j) Design of fdn as per the structure vetted by the auth as mentioned above.(k) The design of the structure shall be carried out on 12 Ton/m² of soil bearing capacity (SBC). However, the final design of the structure shall be based on the soil investigation carried out by the contractor at his own cost. On carrying out the soil investigation report is to be submitted to the Garrison Engineer for approval. Thereafter, the structural vetting is to be carried out fro NIT/IIT by the contractor.(l) The rate includes transportation upto 400 km from Leh toward Leh -Demchok axis Please Enable Macros to View BoQ information
2LIVING BLOCKDesign Supply and Erection Prefabricated Fast Erectable Modular Shelter for Living of size 7.44 Mtr X 5.77 MtrX 3.00mtr as per arch line drawing. The structural design all including of footing and foundation needs to be prepared and also to be vetted from NIT or IIT by the contractor . Certificate from IIT/NIT needs to be in conjunction with codal provns and submitted by the contractor before execution of the work. Structure frame system design with structural steel conforming to IS Code and design as per IS Codal Provns with std worst combination of load as per IS Code prevailing in Leh. The structural frame system should support the structure.The vetted drawing should provide details of Foundation details, Column details, Truss details, Structural Joints all fixing details electrical layout,plumbing layout & sewage layout required for execution.Design criteria: The structural shall be designed in accordance with relevant IS Provns/NBC code/ extant government guidelines suitable for Leh however, some of design criteria are listed as under:(a) Seismic Co-efficient: As per Seismic Zone IV.(b) Snow load : For min 01 mtr of snow and as per IS codal provn for Leh / Demchok. (c) Wind load :Equivalent to wind speed of min 65 mtrs/sec or as per relevant IS Provn.(d) Roof slope: as per design requirement.(e) External temperature :(-) 40 degree to (+) 35 degree.(f) Water absorption/Penetration: Nil & adequate sealing material be provided through include Silicon Sealing Gun.(g) Fire resistant (Walls and ceiling): Fire resistant & should not emit toxic fumes.(h) Ease of construction :Shelter should be modular in design.(i) Design load: As per IS 875/Relevant IS provn.(j) Design of fdn as per the structure vetted by the auth as mentioned above.(k) The design of the structure shall be carried out on 12 Ton/m² of soil bearing capacity (SBC). However, the final design of the structure shall be based on the soil investigation carried out by the contractor at his own cost. On carrying out the soil investigation report is to be submitted to the Garrison Engineer for approval. Thereafter, the structural vetting is to be carried out fro NIT/IIT by the contractor.(l) The rate includes transportation upto 400 km from Leh toward Leh -Demchok axis Please Enable Macros to View BoQ information

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