CAD work for LIS Sandhor in G P Shekhal in Tehsil Rohru Distt Shimla H P

Amount

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs.stacking the excavated soil not more than 3 mtr. Clear from the edge ofexcavation and then returning the stacked soil in 15cm. Layer whenrequired into plinth sides of foundation etc. consolidating each depositedlayer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and asdirected by the Engineer-in-charge.

Providing and laying cement concrete work 1:3:6(1cement:3approvedsand:6approved graded stone aggregate 20mm nominal size) & curingcomplete excluding cost of form work in foundation and plinth with in all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:1 :2( 1cement: 1 sand: 2graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

I) Foundation and plinth.

ii) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

Providing and laying cement concrete 1:1.5:3( 1cement: 1.5sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

I) Foundation and plinth.

ii) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

Providing form work with steel plate 3.15mm thick welded with angle iron frames 30x30x5mmso as give a fair finish i/c centring, shuttering, &centring below supporting floor to ceiling not exceeding 4mtrs. &removal of the same for in-situ reinforced concrete & plain concrete work in:

vertical surface including attached pillasters, buttresses, plinth and string cources and thelike within all leads and lifts

Flat surface such as soffits of suspended floor, roofs, landing and the likefloor etc. upto 200mm in thickness within all leads and lifts and as directedby the Engineer-in-charge.

Edges of slab and breaks in floors and walls under 20cm. Wide withinall leads and lifts and as directed by the Engineer-in-charge.

Providing mild steel/tor steel for RCC work including bending binding and placing in position complete upto floor two level within all leads and liftsand as directed by the Engineer-in-charge.

Providing and laying cement concrete concrete work 1:2:4(1cement:2sand:4graded stone agg. 20mm nominal size) and curing completeexcluding cost of form work and reinforcment for reinforced concretework in lintels, beams, girders bressumers and cantilevers upto floor two level within all leads and lifts and as directed by the Engineer-in-charge.

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

10mm cement plastering in single coat on fair side of brick/ concrete wallfor internal plastering upto floor two level i/c arrises internal angles, chamfersand rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3(1cement:3sand)within all leads and lifts.

Providing and fixing (M.S.Sheet &Angle iron) 600X600 mm dia man hole cover with frame & cantrolling chamber for wheel valve compelete. In all respect i.e locking arrangement etc.( not less than 35 kg each) and angle iron stir case for up & donw (not less than 75kg)

Providing and fixing GMS ventilating pipe/ over flow pipe( 25 to 32) mm dia.incluing all filling as req.

Prov. and fixing GMS tubes of following dia in walls, floors etc. including tube fittings and making the wall, floors etc. good. i.e welding with one feets 25mm flat iran both side of req.pipes.

Providing & fixing cantrolling arrangement with( 25 to 32) mm dia wheel valve i/c all type of tube fitting compelete.

Providing and Laying ,jointing in trenches High Density.Polythene Pipes for use for buried watermain line andservices and and for water supply /irrigation aboveground, both inside and out side building duly ISI marked(IS:4984 -1995 ) as ammended up to date) in the followinggrade of materials, pressure rating and nominal dia.complete with fitting (Earth work to be measured and paidfor separetely )

HDPE Pipe 140mm dia(PE - 80 & PN - 4 )nominal size.

HDPE Pipe 90mm dia(PE - 80 & PN - 4 )nominal size.

HDPE Pipe 75mm dia(PE - 80 & PN - 4 )nominal size.

Yashwant Singh

CHANDER MOHAN

ABHAY RAWAT

Sushil Chauhan