Tender For Restoration Of Rain Damages Of Lwss Chatter Bhaderwar In Tehsil Sarkaghat Distt Mandi Hp ( Sh:- Providing And Placing Of Filter Media In Existing Filter Bed & Construction Of Retaining Wall To Protect Pump House ) Sdf/2025/1088., Mandi-Himachal Pradesh
TDR : 54334107
Tender Notice
BOQ
6 Days Left
Mandi
Himachal Pradesh
Tender For Restoration Of Rain Damages Of Lwss Chatter Bhaderwar In Tehsil Sarkaghat Distt Mandi Hp ( Sh:- Providing And Placing Of Filter Media In Existing Filter Bed & Construction Of Retaining Wall To Protect Pump House ) Sdf/2025/1088.
Name of Work:- Restoration of Rain Damages of LWSS Chatter Bhaderwar in Tehsil Sarkaghat Distt Mandi HP ( SH:- Providing and Placing of Filter Media in Existing filter Bed & Construction of Retaining Wall to Protect Pump House ) SDF/2025/1088.
Sl. No.
Item Description
1
Replacement of Filter Media
2
Top layer Fine sand (Eff. Size 0.20mm to 0.40mm and Uniformity co-efficient 2.00 to 3.00
3
Second layer of coarse sand 3 to 6 mm
4
Third layer of Bazri 20 to 25 mm
5
Fourth layer of Bazri 6mm to 20mm
6
Bottom layer of Broken stone 50mm to 75mm
7
Relaying of old serviceable filter media duly washed and cleaned as per specification of Engineer in charge
8
Third layer of Bazri 20 to 25 mm
9
Fourth layer of Bazri 6mm to 20mm
10
Bottom layer of Broken stone 50mm to 75mm
11
Providing and placing of horizontal layer of filter media duly graded secreened washed and cleaned as specified by Engineer-in-charge.
12
Top layer (fine sand) 0.02mm to 0.04mm and uniformity co-efficient 2.00 to 3.00. Coarse Sand 3mm to 6mm
13
Second layer of coarse sand 3 to 6 mm
14
Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge.
15
Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-
16
Vertical surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
17
Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Please Enable Macros to View BoQ information
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