Constt. of first floor and allied works of existing Community hall near Shiv Mandir Shant Nagar Ward NO 35, Janipur

Amount

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50m lead. For thickness of tile 10 mm to 25 mm.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 m lead.1:3:6 or richers mix.

Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (Not exceeding 1.5mtr. in width) and for shafts, wells ,cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr neatly dressed in all kinds of soil.

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge • In cement mortar

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : • Cement mortar 1:4 ( 1 cement : 4 coarse sand)

• Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in super structure above plint level upto floor V level • Cement mortar 1 :4 ( 1 cement : 4 fine sand)

Centering & shuttering (form work ) including strutting propping etc. & removal of form for: Columns, pillars, piers, abutments, posts and struts.

Centring and shuttering including strutting propping etc. and removal of form work for 1. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Cetring and shuttering including strutting, propping etc and removal of the formwork for:Suspended floors, roofs, landing, balconies and access platform.

Edges of slabs and breaks in floors and Walls under 20cms

Centering & shuttering (form work ) including strutting propping etc. & removal of form for: foundations, footings, bases of columns etc for mass concrete

Reinforcement cement concrete work in 15 Deg slope (any thickness) incl attached pilasters, buttresses, plinth & string courses, fillets, columns, piller pires,abutments,posts & stures etc. up to floor V level excl. cost of centering, shuttering finishing &reinforcement cement conc.with 1:1.5:3 mix (1 cement 1.5 Coarse sand 3 graded stone agg. 20mm nominal size)crushed.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level for 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) crushed

Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering -All work up to plinth level. 1:3:6(1 Cement: 3 Coarse sand: 6graded stone agg. 20mm nominal size) Crushed

Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering -All work up to plinth level. • 1:2:4 (1 Cement: 2 Coarse sand: 4graded stone agg. 20mm nominal size) Crushed.

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size). Crushed

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

12mm Cement plaster of mix. 1:4 (1 Cement : 4 Fine sand)

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately. • For fixed portion • Powder coated aluminum (minimum thickness of powder coated 50 microns)

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately. For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately. Powder coated aluminum (minimum thickness of powder coated 50 microns)

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing & fixing of ACP 4mm thick Sheet including rubber gasket etc complete job

Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 100x10 mm

Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 75mm

Filling available excavated earth (excluding rock ) in trenches, plinth, slides of foundations etc. in layers not exceeding 20 cm in depth ,consolidating each deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5 m

Removal of Excavated mulba dismantled unserviceable material from the site of work by mech. Transport / Animal Transport or otherwise including loading complete job (4 Kms).

P & f G.I pipe complete with G.I fittings • 15mm

P & f G.I pipe complete with G.I fittings • 20 mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Providing and fixing of electric points including all necessary fittings complete job.

Providing and fixing of innaugration stone with pedestal, granite complete job as per direction engineer-in charge.

Preparation of structural Design /architectural drawings from approved designer/architecture with provision of Two Stories & bearing Capacity test of soil at Site complete.

Carriage of materials by mechanical transport including loading / unloading & stacking complete. • Sand 5 Km by MT

Carriage of materials by mechanical transport including loading / unloading & stacking complete. • Stone aggregate below 40mm Nominal size Crushed for an average distance of 10 kms.

Carriage of materials by mechanical transport including loading / unloading & stacking complete. • Brick for an average distance of 15 kms•

VIPAN KUMAR

Raman Sharma