Tender For Improvement & Extension Of Water Supply Scheme In Gp Bran, Katrain And Hallan-Ii Tehsil Manali Distt. Kullu H.P. (Sh:- Construction Of Protection Wall And Construction Of Drain In Front Of Filter Bed) Under Nabard Estimated Cost :-263000/-, Kullu-Himachal Pradesh
TDR : 54797863
Tender Notice
BOQ
5 Days Left
Kullu
Himachal Pradesh
Tender For Improvement & Extension Of Water Supply Scheme In Gp Bran, Katrain And Hallan-Ii Tehsil Manali Distt. Kullu H.P. (Sh:- Construction of Protection Wall And Construction of Drain In Front Of Filter Bed) Under Nabard Estimated Cost :-263000/-
Name of Work:- Improvement & extension of WSS in GP Bran, Katrain and Hallan-II Tehsil Manali Distt. Kullu H.P. (SH:- C/O Protection wall and C/O Drain in front of filter bed) under NABARD Estimated Cost :-263000/- Earnest Money:-5260/- Time :- 2 months
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
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like
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 and laying cement concrete 1:3:6 (1cement :3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.
6
Providing and laying cement concrete linning fifteen centimeters or less for irrigation channel using mixture of cement concrete 1:2:4( 1cement :2 sand :4 graded crushedstone aggregate 20mm nominal size) excluding extra allowances for form work in concrete linning within all leads and lifts as per the instructions of the Engineer-in-charge.
7
Hand mixed concretre lining in bed
8
Hand mixed concrete lining in side slopes.
9
Extra allowances for form work in concrete lining on side slopes within all leads and lifts as per the instructions of the Engineer-in-charge.
10
Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information
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