Tender For Restoration Of Rain Damage To Water Supply Scheme Holta Banuri Saliana In Tehsil Pal Ur District Kangra (Hp). (Sh) Construction Of Protection Wall And Construction Of Apron To Protect The Check Dam At Speru., Palampur-Himachal Pradesh
TDR : 55000271
Tender Notice
BOQ
Expired
Palampur
Himachal Pradesh
Tender For Restoration Of Rain Damage To Water Supply Scheme Holta Banuri Saliana In Tehsil Pal Ur District Kangra (Hp). (Sh) Construction Of Protection Wall And Construction of Apron To Protect The Check Dam At Speru.
Name of Work:- Restoration of rain Damage to Water supply scheme Holta Banuri Saliana in Tehsil Pal ur District Kangra (HP). (SH) Construction of Protection Wall and C/O Apron to protect the check Dam at Speru.
Sl. No.
Item Description
1
Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge.
2
Providing and laying cement concrete 1:5:10 (One cement is to five sand is to ten graded stone aggregate 40 milimetre nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls/breast walls, the size of plums shall usually be 150 milimetre to 300 milimetre as per HPPWD specification within all leads and lifts as per the direction of Engineer-in-charge.
3
Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:-
4
a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
5
b) Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.
6
Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
7
Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.
8
Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information
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