Improvement of LWSS Mata Shri Chintpurni Ji and its adjoining area in Tehsil Bharwain Distt. Una (HP)

Amount

Demolition above G.L. upto floor two Level including disposal of unserceable materials with in all leads & lifts and including cutting the necessary reinforcement and separating out from R.C.C. work.

Extra for scpaping,cleaning and straightening reinforcement salvaged from R.C.C. work.with in all leads and lifts.

Dismentalling of old 15mm thick cement plaster from stone masonry above G.L. upto floor two Level including stacking of servicable materials and disposal of unserceable materials with in all leads & lifts.

Excavation in foundation , trenches etc. in earth work lift upto all leads & lifts Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and than returing the stacked soil in 15cm layers, when required into plinth, sides of foundation etc. Consolidationg each deposited ayer by ramming and watering and then disposing of all surplus excavated earth directed within all lead & lift In pick work and jumper work 50% each.

Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts. And removal of the same for in-situ reinforced concrete and plain concrete work in:-

Vertical , surfaces such as walls (any thichness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan.

Beam, cantilevers, girder and lintels:- Sides and soffits of beam haunching cantilever, girder, bressumers and lintels not exceeding 1 metres in depth with in all leads and lifts.

Flat surfaces such as soffits,suspended floors,roofs landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:1½:3 ( 1 cement:1½ approved sand :3 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

Foundation , foootings base of columns and the like and mass concrete.

Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Lintel,beams girders,bresaumers and cantilevers up to floor two level.

Providing and laying cement concrete 1:2:4 ( 1 cement:2 approved sand :4 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts.

Providing and fixing SFRC manholes cover 500mm dia (Medium duty) with frame complete in all respect.

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 gratings framed

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coat to give an even shade after throughly brushing. The surface to removal all dirt, dust and removing of loose material.

Laying G.I. Pipe Light grade for inlet/outlet pipe/over flow pipe of following dia

100 mm dia

Supply & fixing of /Kartar/Bir make Cast iron sluice valve with M.S Flanges Table 5 complete in all respect: Note:-The C.I. sluice valve shall conform to BIS : 780-1984 (Latest edition).of following diameter

100 mm dia

65 mm dia

50 mm dia

C/o chamber for sluice valve with CI surface box 100mm top diametres 160 mm dia bottom and 180 mm dia inside with chained lid and R.C.C. top slab 1:2:4 mix ( 1cement:2 approved sand :4 approved graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 approved sand :4 approved graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 approved sand) finished with a floating coat of neat cement including curing complete 600mm x 600mm x750mm inside size with 150mm thick wall of RCC 1:2:4 (1 cement :2 approved sand:4 graded stone aggregate 20mm nominal size) complete with form work and reinforcement with 6mm dia bars and not exceeding 150 mm centres both ways.

Provision for bye pass arrangement of existing distribution system including cutting ,welding required fitting complete in all respect.

VARINDER PAL

Rajat Bassi