Construction of washroom facility and providing drinking water facility under Scheme SASCI 2025-26

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

P/L of stone soling incl. ramming,hand packing and all carriages, complete job in geocell,trenches,foundation etc. upto a lead of 20km

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Mud mat

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement lime mortar 1:1:6 ( 1 cement : 1 lime putty : 6 coarse sand)

CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Painting with emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at plinth beam level and DPC level Thermo-Mechanically Treated bars of grade Fe-500D or more. Reinforcement @ for all rcc work

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.

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) Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

CERAMIC GLAZED TILES Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

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. 1000 ltrs

Providing and fixing of anodized/powder-coated aluminium work for doors, windows, ventilators, and partitions with extruded built-up standard tubular sections and other sections of approved make conforming to IS:733 and IS:1285, with necessary cleats, angles, aluminium snap beading, C.P. brass/stainless steel screws, including fabrication, cutting, fixing in position, and making joints watertight. Aluminium door frames shall be made of sections of size 101.6 mm x 44.45 mm x 3.18 mm (top, vertical, and bottom members), and aluminium window frames shall be made of sections of size 63.5 mm x 38.1 mm x 1.6 mm, or as per approved design/drawing. The aluminium sections shall be anodized/powder-coated to required shade and colour with a minimum anodic coating thickness of 15 microns. The work shall include providing and fixing of necessary EPDM rubber/neoprene gasket, aluminium beading, and all accessories required for proper completion. Glazing shall be provided with 5 mm thick float glass panes (plain/etched/frosted/tinted as required) fixed with aluminium snap beading and approved quality of EPDM/neoprene gasket. All fittings such as handles, tower bolts, hinges, pivots, floor spring (for doors), screws, and fasteners of approved make shall be included. The rate shall be inclusive of cost of all materials, labour, T&P, cutting, wastage, jointing, fixing, alignment, finishing, scaffolding, carriage, loading and unloading, complete in all respects as per the directions of the Engineer-in-Charge

Providing and fixing of pre-coated galvanized iron (GI) high rib colour-coated profile sheeting of approved make, having a base metal thickness of not less than 0.50 mm (TCT), with zinc coating of minimum 120 gsm as per IS:277, and epoxy primer on both sides of the sheet with polyester top coat, having minimum 240 MPa yield strength. including required ridges and valley of min 0.2m. The sheet shall have a protective guard film to avoid scratches during transportation and fixing. The profile shall be trapezoidal/ribbed with effective cover width of not less than 1000 mm and rib depth of 28–32 mm with pitch of 200–250 mm, suitable for roofing and cladding. The sheets shall be fixed with self-drilling/self-tapping screws of size 5.5 × 55 mm with EPDM washers, including cutting, wastage, scaffolding, alignment, laps, hooks, sealants, carriage, loading/unloading, and all accessories required for proper completion of work, all complete as per direction of Engineer-in-Charge.

Providing and fixing of eaves and soffit in pre-coated galvanized iron (GI) colour-coated sheeting of approved make, having a total coated thickness (TCT) not less than 0.50 mm with zinc coating of minimum 120 gsm as per IS:277, epoxy primer on both sides of the sheet and polyester top coat, with a minimum yield strength of 240 MPa. The sheets shall be cut and bent to required shape to cover eaves and soffit portions, fixed with self-drilling/self-tapping screws with EPDM washers including provision of necessary laps, sealants, scaffolding, wastage, cutting, alignment and finishing. The rate shall be inclusive of all materials, labour, tools and plants, loading, unloading, carriage, complete in all respects as per the directions of the Engineer-in-Charge.

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and w

Carriage of different materials by mechanical transport for stacking at site Sand 20km

Carriage of different materials by mechanical transport for stacking at site Aggregate 20km

Providing and fixing 7/20 stranded copper conductor (approx. 4.6 sq.mm), PVC insulated, 1100 V grade wire of approved make (e.g., Polycab, Havells, Finolex, or equivalent) conforming to IS:694, suitable for external connections. The wire shall be laid properly with suitable clamps, saddles, or conduits as required, ensuring neat and safe routing. The current carrying capacity of the wire is approx. 25–30 A.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Engagement of skilled labour for fabrication and erection of truss work of required size and shape, complete in all respects. The scope of work shall include cutting, dressing, jointing, assembling, welding/bolting, aligning, fixing of supporting members, finishing of joints, and securing the truss firmly in position to ensure stability and durability. The rate shall be inclusive of all necessary labour, tools, machinery, fasteners, scaffolding, and incidental requirements for completing the work and making the truss operational as per site requirements and the directions of the Engineer-in-Charge. Structural steel and other materials shall be supplied by the department, whereas the carriage of the same up to site shall be borne by the contractor.ixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing 3 layer PP-R (Polypropylene Random copolymer) pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in charge.PN-16 pipe , 25mm OD(SDR-7.4)