IMPLEMENTATION OF PARVAT DHARA SCHEME in THEOG BLOCK DISTT. SHIMLA Village Domehar. SH C o 2 Unit Reservivior 416000 Ltrs cap 2 No Intake chamber 2 No Run off Spill over Chamber Laying and Jointing of g.i pipe 65 mm dia for 2 unit 4 No 100000

Amount

Excavation in foundation,trenches etc.in earth work,lift upto 1.50 meters staking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stackedsoil in 15 cm.layers,when required in to plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then dispossing of all surplus excavated earth asdirected with in a lead of 20 meters:- In P&J work 50 % each.

Excavation in Drains & Channels etc.in earth work upto all depths in all kinds of soil such as pick work,jumper work,blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of side levelling of bed to correct grade and returning the stacked soil in trenches in 15cm.layers by ramming and watrering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un metalled/metalled paved surfaces of its original conditions including caution boards in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1:cement:4 sand:8 graded stone aggregate 40mm nominal size)and curing complete excluding cost of form work in :-Foundation and plinth

Providing and laying cement concrete 1:3:6 (1:cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in :-Foundation and plinth

Providing and laying cement concrete work 1:11/2:3 (1:cement:11/2 sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work in and reinforcement for reinforced concrete work in :-a:-Foundation and plinth.

Wall anny thickness but not less than 0.1 meter in thickness.including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto flooor two level

Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-

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

Providing mild steel / tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level. Tor steel

Dressing side slopes and preparation of sub grade for laying of Poly sheet.

Stone pitching (b) slopes of guide banks and protection works.

Providing & Fixing double flanged cast Iron sluice valve of Bir/Leader/Behl/Kirloskar/kilburn/GLED/Kartar valve/Fouress make of 100 mm dia for Main lines and capable of with standing the normal seat pressure as per (API-600) with up to date ammendements class ASA-150.as per direction of Engineer-in-Charge including entire carriage of material up to all leads and lifts. (100mm dia)

Providing & fixing brass full way wheel valve of supirior quality 65mm dia complete in all respect.

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.

100 mm dia nominal size

65 mm dia nominal size

50 mm dia nominal size

Providing and fixing prusser relief cast iron Valve of superior quality. 150mm dia

No fine concrete in cement mortar 1:4(1cement:4graded stone agg.20mm nominal size ) in walls.within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level Prov.and laying GMS Tubes (Light grade)tube fittings complete(earth work to be measured and paid for separatly

Providing and placing in horizental layers filtering media duly graded,screened,washed and cleaned as specified by the Engineer - in - Charge :-

Broken stone 25mm x5 0mm.

Prov. 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200mmx 200mmx 100mm cement concrete 1:3:6 (1cement:3sand:6graded stone agg. 20mm nominal size).

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.

1.80 mtrs. High fencing with steel post of built up section 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 bolts shall be paid for separately).

Painting two coats (excluding priming coat) on new steel and other metal surfaces under coat with ready mixed paint brushing to give an even shade including cleaning the surface all dirt, dust and other foreign matter:- a) With ready mixed paint other than white.

Devender

Dinesh Singh Thakur