Improvement of source rejuvenation of Flow Irrigation Scheme Mian Fateh Chand Kuhl Diwan Chand Kuhl and Dai di Kuhl in Tehsil Palampur Distt Kangra H P

Amount

Excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth within all leads and lifts as per the direction of Engineer-in-charge.

Dressing of bed and preparation of sub-grade for lining in all kinds of soil within all leads and lifts as per the direction of Engineer-in-charge.

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 within all leads and lifts.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to Six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth, retaining walls and breast wall within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge

Providing and laying cement concrete 1:1.5:3 (One cement is to One and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:-

a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

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.

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:-

a) 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.

b) Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.

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.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.

Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement 3 sand) within all leads and lifts as per the direction of Engineer-in-charge.

Laying and jointing in trenches galvanised mild steel tubes,tube fitting (Light grade) of following dia i/c Tees , Bend, Shocked, Nipple and union etc (Earth work in trenches to be measured and paid for separately) with in all respect as per the satisfaction of Engineer-in-charge.

a) 300 milimetre dia.

Providing and supplying of cast iron sluice valve of Kartar/Bir make of following diameter( with hand wheel )confirming to BIS 780-1986 (latest with upto date ammendedments) class -PN1.60 of 16.22 Kg/cm2 of kirloskar/ leader/ kartar/Bir make of dia i/c brass spindal as per IS 2906 calss -II complete including cost of M.S flanges of table 5 and welded it with parent pipe complete in all respect with in all lead and lift as as per satisfaction of Engineer-in-charge.

a) 300 milimetre dia.

Providing , Laying, jointing, testing and commissioning of HDPE (High Density Polyethylene pipes) of following diametre and class confirmng to IS 4984-1995 with fusion welding process including all necessary fittings, Tees & Bends of all degree in all leads and lifts to the entire satisfacton of Engineer-in-charge.( Earth work in trenches to be measured and paid separatly)

355 milimetre dia.

GANTANTAR THAKUR (BID ID -584447)

Tecno sales (BID ID -584170)

MOHAMMAD SALMAN (BID ID -584530)

gagan ohri (BID ID -584388)