Tender For Restoration Of Rain Damages To Fis Chhaki Kuhal In Tehsil Manali Distt. Kullu H.P (Sh:- Construction Of Retaining Wall, Removal Of Slips And Providing,Laying, Jointing And Testing Of Hdpe Pipes 225Mm Dia) Esimated Cost:- 506204/- Earnest M, Kullu-Himachal Pradesh
TDR : 55127578
Tender Notice
BOQ
6 Days Left
Kullu
Himachal Pradesh
Tender For Restoration Of Rain Damages To Fis Chhaki Kuhal In Tehsil Manali Distt. Kullu H.P (Sh:- Construction of Retaining Wall, Removal Of Slips And Providing,Laying, Jointing And Testing Of Hdpe Pipes 225Mm Dia) Esimated Cost:- 506204/- Earnest M
Name of Work:- Restoration of rain damages to FIS Chhaki Kuhal in Tehsil Manali Distt. Kullu H.P (SH:- C/O Retaining wall, Removal of slips and Providing,laying, jointing and testing of HDPE pipes 225mm dia) Esimated Cost:- 506204/- Earnest Money - 10124/- Time 2 Months Rs. 350/-
Sl. No.
Item Description
1
Removal of silt/slips in all kinds of soils including saturated soils exluding boulders and rocky portion requiring blasting upto a distance of 20 mtrs. disposing of unserviceable materials stacking serviceable material and neatly dressing the suface including all leads and lifts as per entire satisfaction of the Engineer-in-charge.
2
Clearing Jungle including ,uprooting of rank vegetation Grass ,brush wood ,trees and sapling of grith upto 30 cm measured at a height of 1 mtr. Above ground and removal of rubbish upto a distance of 20mtrs. Complete in all leads and lifts.
3
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.
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
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.
6
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like
7
Stone /boulder filling behind the retaining walls also under floor etc. in all leads and lifts complete in all respect.
8
Providing,laying, jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS code and specifications including all fittings and accessories complete in all respect.
9
225mm dia PE-80, PN-4.0 Please Enable Macros to View BoQ information
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