Tender For Restoration Of Rain Damages To Water Supply Scheme Bekar Shiva In Gp Bhatkidhar Khablech Tehsil Thunag Distt Mandi Hp. (Sh:- Construction Of Retaining Wall To Protect Storage Tank 0 To 6.295) Under Dc Deposit Sdf/2025/1307. E/Cost: Rs.1,99, Mandi-Himachal Pradesh
TDR : 55071989
Tender Notice
BOQ
9 Days Left
Mandi
Himachal Pradesh
Tender For Restoration Of Rain Damages To Water Supply Scheme Bekar Shiva In Gp Bhatkidhar Khablech Tehsil Thunag Distt Mandi Hp. (Sh:- Construction of Retaining Wall To Protect Storage Tank 0 To 6.295) Under Dc Deposit Sdf/2025/1307. E/Cost: Rs.1,99
Name of Work:- Restoration of rain damages to WSS Bekar Shiva in GP Bhatkidhar Khablech Tehsil Thunag Distt Mandi HP. (SH:- C/O Retaining wall to protect storage Tank 0 to 6.295) Under DC Deposit SDF/2025/1307. E/Cost: Rs.1,99,964/- E/Money: Rs.4000/- Cost of Tender Form:- 350/- Time Limit: 3 Months.
Sl. No.
Item Description
1
Excavation in foundation, trenches, etc in earth work in all kinds of soil such as ick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returing the stacked soil in 15 cm. layers when required into plints sides of foundations etc. then disputed layes by ramming and watering and then disposing of all surplus excavated earth as directed withing all leads and lifts. complete in all respect adn to the entire satisfaction of the Engineer-in-charge.
2
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring shuttering ,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced and plain concrete work in
3
Vertical surfaces such as walls (any thickness) partions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts
4
Providing and laying cement conrete 1:5:10 (1 Cement:5 sand : 10 crushed stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundationa and plinth in all leads and lifts.
5
Boulder filling behind R/Wall. Please Enable Macros to View BoQ information
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