Rejuvination of traditional extinct depleted water sources and water conservation in catchment of Gaggar Khad GP Katli, Jamun Ki Ser Distt. Sirmour HP

Amount

Excavation in earth work and banking in 20 cm layers including breaking clods, ramming and dressing up for the purpose of making embankments of filling up up to lead of 20 mtr. and lift up to 1.5 mtr. in pick workground depression as directed by the Engineer -in- Charge.

Dressing of bed and preparation of sub grade for laying of geomembrane , path and as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Supplying and fixing of geomembrane including all leads and lifts and carriage of material as per direction of the Engneer Incharge.

Dressing side slopes and preparation of sub-grade for laying of stone pitching and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Providing and laying stone pitiching on side slopes of guide banks, embankments and protection work as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Construction of subgrade with approved material from borrow pits with all lifts and transport as directed by Engineer-in-Charge

Providing 1.80 Mtr. Fencing with 2.5mtrs. Angle Iron post of 40x40x6mm 2.50 mtrs. Centre with Centre with nine horizental line and two diagonals of galvanised steel barbed wire as per IS-2778-1962 type I-weight of wire 9.38 Kg/100 mtrs (Minimum strained and fixed to post by making holes/cuts to angle post) at required space i/c excavation in tenches, providng and laying and C.C. 1:3:6 in foundation bed, priming coat etc. complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.

Clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground and removal of rubbish upto a distance of 20 metres outside the periphery of the area cleared Upto 30 cm Girth as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Excavation in foundation & Trenches in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge .

Brick work using common burnt clay building bricks in foundation and plinth & In Superstructure in Cement Mortar 1:6 ( 1 Cement : 6 Sand) Second class bricks as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises, internal rorunded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:4) (1 cement: 4 sand) as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Cement concrete flooring 1:2:4 ( 1 Cement: 2 sand : 4 graded Stone aggregate 20 mm nominal size ) laid in one layer finished with a floating coat of neat cement (40 mm thick )

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

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm spread thickness including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 20mm nominal aize) at plinth level in Cement Mortar 1:6 (1cement : 6 sand) as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Removal of slips debris tarsh, garbage, waste, silt (desilting of the check dams) by mechenical means including all leads, lifts as per the direction of the Engineer Incharge,

Wire crates made filled with boulders with square cut faces against the wire (wire crates to be measured and paid separately) as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Wire crates made filled with boulders with square cut faces against the wire (Boulders filling to be measured and paid separately)with G.I.Wire 5 mm thick corresponding to (SWG-6) of 15X15 cm mesh.as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Providing and fixing MS Gate ( MS Angle 40X40X6 mm , welded square mesh, Bracing - lacing of MS Flat 32X5 mm ) with mechancal liver fixed with bearing for rotation. MS Clamp, Nut-Bolts, fixed with pipe 32 mm dia ( Pipe will be issued by the Department free of cost ) handle to lower or upper the pipe lever moving on pivot fixed with bearing out let, pipe locking arrangement- sliding bolt with lock, fixed to wall with fasteners, as per shape of existing boudi duly primed with red oxide priemer and paint complete in all respect as per design / drawing from the departmental Engineer Incharge including all leads, lifts and carriage, fixing installation, welding ourtlet overflow arrangements.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered

Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with the lift upto 1.5 mtr. and a lead upto 20 mtr. As per technical specification clause 1603.1as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.

Providing and laying of tor steel reinforcement for RCC work including banding, binding and placing in position complete upto floor two level including all leads, lift and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3( 1cement : 3 sand ) , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Laying and jointing GMS tube in trenches (Light / Medium class) of 150 mm dia metre ( Earth work in trenches to be measured & paid for seperately ) including all leads lifts and crriage of material at site and as directed by the engineer Incharge

Providing and fixing C.I. sluice valve 150 mm (with hand wheel ) as per IS 780-1984 class-I, PN 1.6 including brass spindle and as pe 2906-1984 class- II complete with bolts , nuts, rubber insertion etc., the tail piece if required shall be measured and paid for seperately ), including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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 beams joists channels ,angles ,tee ,flats with connecting plates or angle cleats and the like for installing of removeable MS gate ( The gate shall be measured and paid saperately ) including all lead, lifts and carrige of material in all respect as per the direction of Engineer Incharge.

Ranjeet Singh

Sohal Pal Singh