Tender For Restoration Of Rain Damage Of Water Supply Scheme To Pc Habitation In Gp Kharga In Nirmand Block Distt Kullu H.P. (Sh:- Construction Of Retaining Wall = 6.50 Mtrs., Edge Wall = 4.30 Mtrs. And Crate Wire Work). Under Pdna., Nirmand-Himachal Pradesh
TDR : 54717938
Tender Notice
BOQ
5 Days Left
Nirmand
Himachal Pradesh
Tender For Restoration Of Rain Damage Of Water Supply Scheme To Pc Habitation In Gp Kharga In Nirmand Block Distt Kullu H.P. (Sh:- Construction of Retaining Wall = 6.50 Mtrs., Edge Wall = 4.30 Mtrs. And Crate Wire Work). Under Pdna.
Name of Work:- Restoration of Rain damage of WSS to PC Habitation in GP Kharga in Nirmand Block Distt Kullu H.P. (SH:- C/o Retaining wall = 6.50 mtrs., Edge wall = 4.30 mtrs. and Crate wire work). Under PDNA.
Sl. No.
Item Description
1
Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts.
2
Providing and laying cement concrete 1:6:12 (1cement: 6 sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth.
3
Random Rubble Masonary / Polygonal rubble masonary brought two coat with hard stone of approved quality in foundation and plinth including levelling up cement concrete 1:6:12 ( 1cement: 6 sand:12 aggregate )in plinth level/ super structure complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
4
Wire crate made of interlink chain filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) interlinked chain 5mm thick corresponding to SWG. 6 (15cmX 15cm) mesh as per the direction of Engineer-in-Charge. (TR)
5
Wire crate made of Interlink chain filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge. Please Enable Macros to View BoQ information
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