Construction of Samudayak Bhawan near Chaturbhuja Mandir at Purani Mandi W.No. 2

Demolishing stone rubble masonry built in cement mortar manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:

Earth work in excavation by mechanical means(Hydraulic excavator/manual means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan), including getting out excavated soil and disposal of excavated earth lead upto 50m and lift upto 1.50m, as directed by Engineer-in-charge, all kind of soil.

Earth work in excavation by mechanical means(Hydraulic excavator/manual means in foundation, trenches or drains (not exceeding 1.5 mtr in with or 10 sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr, any kind of soil.

Providing and laying in position cement concrete of grade 1:4:8 (1 cement :4 coarse sand: 8 stone aggregate 40mm nominal size) excluding cost of centering and shuttering - all work upto plinth level.

Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.

Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), in walls (any thickness, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts etc above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.

Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), in beams, suspended floors, roof , landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.

Centering and shuttering including strutting, propping etc and removal of form for foundations, footing, bases of columns, sides of plinth beam etc for mass concrete

Centering and shuttering including strutting, propping etc and removal of form for suspended floors, roofs, landing, balconies and access platform

Centering and shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors and walls under 20 cm wide

Centering and shuttering including strutting, propping etc and removal of form for Columns, pillars, piers, abutments, post and struts

Centering and shuttering including strutting, propping etc and removal of form for Lintels, beams, plinth beams, giders, bressumes and cantilever

Centering and shuttering including strutting, propping etc and removal of form work for retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerb and steps etc.

Steel reinforcement for RCC Work including straightening, cutting, bending, placing in position and binding all complete using Thermo-Mechanically Treated bars of grade Fe 500D or more

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement:6course sand:12 graded stone aggregate 20mm nominal size upto plinth level with CM 1:6 (1 cement : 6 course sand).

Stone filling under floor

12 mm thick Cement plaster of mix 1:4 (1 cement : 4 fine sand)

15mm cement plaster on the stone masonry wall/rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

20mm thick Kota stone slab flooring over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab, including rubbing and polishing complete

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

Brick work with common burnt clay F.P.S. (Non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work (two or more coat) over and including water thinable primer coat with cement primer

Providing Sal Wood in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold falst lugs or with dash fasteneers of required dia and length (hold fast lugs or dash fastener shall be paid for separately)

Providing and fixing 35mm thick kiln seasoned and chemically treated hollock wood panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.

Providing and fixing panelling using 12mm thick prelaminated particle board with decorative lamination on both sides, Grade 1, Type II(IS;12823 marked) in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for penel inserts excluding portion inside grooves o rebates to be measured, shutter 25mm to 40mm thick.

Providing and fixing 35mm thick kiln seasoned and chemically treated hollock wood glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finish of required size with necessary screws.

Providing and fixing 35mm thick kiln seasoned and chemically treated hollock wood wire gauge shutters using galvanised MS wire gauge of average width of aperture 1.4mm in both directions with wire of dia 0.63mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finish of required size with necessary screws.

Providing and fixing ISI marked oxidised MS Slidng door bolt of size 250x16mm with nuts and screws etc complete.

Painting with synthetic enamel paint of approved brand and manufactures(Asian/Berger paint or its equivalent) of required colour to give an even shade on new work wooden or steel surfaces with two or more coats as required

Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required in grating, frames, guard bar, ladder, railing, brackets, gates and similar works

Providing and laying non skid vitrified floor tiles of size 600x600mm and required thickness with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/Sqm including grouting the joints with white cement and matching pigments etc complete

Providing and laying non skid vitrified tiles of size 600x600mm and required thickness with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/Sqm including grouting and jointing with white cement and matching pigment etc complete

Providing and fixing Garsa Stone 8-10mm thick tile work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 Sand) including jointing in neat cement slurry @ 3.3 Kg/Sqm and pointing in white cement mixed with pigment of matching shade all as directed by Engineer-in-Charge