C/O LIS Kheel Bhaila in G.P. Darbhog in Tehsil and Distt Shimla HP

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto a lead of 20 metres and lift upto 1.50 mtrs. disposed earth to be levelled and nearly dressed complete in all respect i/c all leads and lifts. a)Pick jumper work 50% each.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil including balling or pumping out water, blasting soft/ hard rock or chiselling soft/hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of beds to correct grade including shoring/ struting, planking, timbering and dewatering wherever required stacking the useable/unusable material/ soil separately and after laying and joining and testing of pipes, returning the useable soil in trenches in 15cm. layer including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc.complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Prov. and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts :-a) Foundation and plinth.

Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agg.40mm nominal size) and curing complete excluding cost of centring and shuttering within all leads and lifts as per direction of Engineer-in-charge.: a) Foundation and plinth.

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 150 mm to 300 mm as per H.P.P.W.D specification including all leads and lifts

Providing and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

In foundation and plinth.

Walls (any thickness) but not less than 0.1 m thickness)attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like.

Stone/Boulder filling behind the retaining wall.

Prov. in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3 (1cement: 3sand). complete in all respect i/c all leads and lifts.

Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :- a) Tor steel.

Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint:-

In grating, framed guard bars, ladders, railing, brackets and similar works.

Laying and jointing in trenches,galvanised mild steel tubes (Medium/light grade) i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately) i/c all leads and lifts complete in all respect.Labour rate only.

Scour pipe, 125mm dia.(Medium grade).

Inlet, outlet and overflow pipe. 125mm dia. (Medium grade).

Scour pipe, 50mm dia.(Light grade).

Inlet, outlet and overflow pipe.50mm dia.(Light grade).

Providing and fixing brass full way valve with wheel of superior quality complete in all respect.

32mm nominal dia.

40mm nominal dia.

50mm nominal dia.

75mm nominal dia.

90mm nominal dia.

Providing and fixing C.I.sluice valve/scour valve (with hand wheel) as per IS:780-1984 class I upto 300mm dia (including brass spindle and as per IS:2906 class II for diameters more than 300mm complelte with bolts, nuts, rubber insertion etc, (The tail pieces if required shall be measured and paid for separately).

Scour pipe, inlet, outlet and overflow pipe. 125mm dia.

Constructing RRC chamber for sluice valve, with M.S.Sheet 3.15 thick sheet with RCC 1:2:4 mix (1cement:2sand : 4graded stone agg. 20mm nominal size) 100mm thick foundation concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3sand) finished with a floating coat of neat cement i/c curing complete. 900mmx 900mm x 900mm inside size ( with 150mm thick walls of RCC 1:2:4 (1cement: 2sand:4graded stone agg. 20mm nominal size) complete in all respect.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust , mortar dirt and other foreign matter.

Providing and fixing of PVC pipe 50mm dia for weep hole complete in all respect.

Laying and jointing high density polyethelene pipes for use of buried water mains and services duly ISI marked (IS: 4984-1995 as amended upto date in the following grades of material, pressure rating and nominal dia. Material grade PE-80 PN-6 including all leads and lifts as directed by the Engineer-in-charge.

1.80 mtrs. High fencing with 2.50 mtrs. Angle iron post 50X50X6mm size 2.50 metre centre to centre with nine horizontal lines and two diagonals of galvanised steel barbed wire (IS: 278-1962 type.I) weighing 9.38 kg/ per 100 metre (minimum) strained and fixed to posts with G.I staples, Cost of post, struts and straining bolt shall be paid for separately.

Providing and fixing compound gate as per standard design i.e. M.S.angle iron clamps, pintal sets with pin clamps in cement concrete block (1.50x1,20) size of wt. 50kg.complete in all respect i/c all leads and lifts.

DEEP CHAND SHARMA

kirpa ram govt. contractor