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, Leh-Ladakh
TDR : 54847213
Tender Notice
BOQ
25 Days Left
Leh
Ladakh
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
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
1
LIVING 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
2
LIVING 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
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