Tender For Restoration Of Rain Damages To Water Supply Scheme Raugi Gp Raugi In Tehsil & Distt. Kullu Hp(Sh:- Construction Of Wire Crate At Nashala Nallah) Estimated Cost :- 498261/- Earnest Money :- 9965/- 2 Months Rs. 350/-, Kullu-Himachal Pradesh
TDR : 54944841
Tender Notice
BOQ
6 Days Left
Kullu
Himachal Pradesh
Tender For Restoration Of Rain Damages To Water Supply Scheme Raugi Gp Raugi In Tehsil & Distt. Kullu Hp(Sh:- Construction of Wire Crate At Nashala Nallah) Estimated Cost :- 498261/- Earnest Money :- 9965/- 2 Months Rs. 350/-
Name of Work:- Restoration of rain damages to WSS Raugi GP Raugi in Tehsil & Distt. Kullu HP(SH:- C/O wire crate at Nashala Nallah) Estimated Cost :- 498261/- Earnest Money :- 9965/- 2 Months Rs. 350/-
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/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts.
2
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts.
3
Foundation, footings basis of columns etc. and mass concrete.
4
Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge.
5
Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs.
6
Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information
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