Improvement of FIS Try Peeran Tehsil Distt Shimla HP (SH C/O 1 No RCC intake, 3 Nos outlet and laying and jointing of G.I. pipe for gravity main 125mm dia 100mm dia and laying and jointing of distribution system of various dia in trenches compl

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 1.50 metres, disposed earth to be levelled and neatly dressed within all leads and lifts pick jumper work 50% each 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. 40 mm nominal size)and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :-

Foundation and plinth.

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.

Foundation and plinth.

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

Prov. and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect. :-

Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers 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 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work complete in all respect in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.

Vertical surfaces such as walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.

Edges of slabs and breaks in floor and wall:- Under 20cm wide.

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Tor steel.

Laying and jointing in trenches GMS pipes of various dia( Heavy/Medium grade) jointed with circumferencial butt welding according to relevant BIS standards code 816-1969 including all short pieces, jointed with butt welding according to relevant BIS Code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should be conform to BIS: Code 5822-1970 within all leads and lifts complete in all respects.

125mm dia

100mm dia

Providing fixing and jointing of M.S.flanges conforming to IS-6392-1971 (latest with upto date ammendment) flange dia, table and nominal pressure as specified below welded at both ends of pipes (as per site condition for particular reach as required) according to relevant BIS Code 816-1962 and provided with nuts and bolts of required size as per BIS code 1364 including 3mm thick compressed asbestos fiber gasket of synthetic rubber gasket conforming to relevant BIS code 2712-1965 complete in all respect including all leads and lifts.

125mm dia.Table.5.

100mm dia Table.5.

Laying and jointing in trenches,galvanised mild steel tubes(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.

25mm dia nominal bore.

32mm dia nominal bore.

40mm dia nominal bore.

Prov. and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-

25mm dia nominal bore.

32mm dia nominal bore.

40mm dia nominal bore.

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:

a) In gratings framed guard bars, ladders, railings, brackets and similar works.

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):-

125mm dia nominal bore.

100mm dia nominal bore.

Providing and fixing C.I.Air 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):-

25mm dia nominal bore.

32mm dia nominal bore.

Pawan

DEEP CHAND SHARMA

Mahender Kamal