C_O FIS Sanarli in GP Sanarli Tehsil Karsog Distt Mandi HP SH_ C_) Head weir C_O Outlet C_O Pucca Field Channel C_O R_Wall and Laying jointing and testing of HDPE pipe

Amount

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge

Laying, joining and testing in trenches following grade and working pressure Hight Density Polythene pipes confirming to IS: 4984-2016 complete with fittings ( Earth work in trenches to be measured & paid for separately) with in lall leads and lifts.

180 mm dia PE-80 - PN 4 SDR 26

110 mm dia PE-80 - PN 4 SDR 26

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in

Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

Providing & laying cement concrete 1:2:4 (1 cement2 sand 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced voncrete work in

a) Foundations, and Plinth

b) Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

c) Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers etc in all leads and lifts of any shape.

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-(a) Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

a)Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Placing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification complete in all respect as per direction and to the entire satisfaction of the Engineer in charge upto all lead & lifts.

Providing and laying cement concrete 1:6:12(1 cement : 6 sand : 12 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Excavation in drain channels etc in earth work i/c dressing of side and bed and disposing of side and bed and disposing of side.

Dressing of bed and prepartion of sub grade.

Dressing of side slopes and preparation of sub grade for lining.

Cement concrete lining 15 cm thick or less for irrigation channel using cement on 1:3:6

a) Hand mixed lining in bed.

b) Hand mixed in slopes.

Extra allowance for from work in concrete lining on side slopes.

Gurvaksh Singh

RAM SINGH GOVT CONTRECTOR

RAHUL KAPATIYA