Construction of public toilet at Mahavir Singh I Kale Badilpur in Gram Sabha Baghauch

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 (2023)

1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (2023)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1) cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2 (2023)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth In: Cement mortar 1:4 (1 cement: 4 coarse sand) DSR 6.1.1 (2023)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1) cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.3 (2023)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.5

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2 (2023)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6

Brick work with common bunt 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 1:4 (1) cement: 4 coarse sand) as per DSR 6.4.1 (2023)

Half brick masonry 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. Cement mortar 1:2 (1) cement :4 coarse sand) SOR Lucknow 14.08.2020 (DSR No.6.13.2)

Fine Sand Filling in Soak-Pit

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, 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 with 1:1.5:3 (1) cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 (2023)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1

Steel reinforcement for R.C.C. work Including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR 5.1.3 (2023) DSR 5.22.1 (2023)

12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) DSR 13.5.1 (2023)

12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) DSR 13.4.1 (2023)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all L DSR 2.25A (2023)

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3.1 (2023)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, In all colours and shades, laid on 20 mm thick cement mortar 1:4 (1) cement: 4 coarse sand), Jointing with grey cement slurry @ 3.3 kg/ sam including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR 11.41.2 (2023)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement oncrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). DSR 10.13.1 (2023)

Supply and fixing of anodizod alumium door having 2 mm thick aluminum section excluding coating and an averge coating of 20 micron fully glazed made of aluminum door tube size 83.5 x 44.65 m as vertical member and 1140 x 44,45 mm size tube in bottom and horizontal member door chaukhat should be of aluminum tublar vertical with two open able shutter, the rate will including cost of material fixtures 4 mm glass handles locks screw necessary bendign and excluding cost of floor spring if required for proper completion of the work. as per direction of Engineer in charge

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62.1 (2023

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre DSR 13.41.1 (2023)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 13.47.1 (2023)

Providing and fixing on wall face unplasticised rigid PVC rain water pipes confirming to IS : 13592 Type A, including Jointing with seal ring confirming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia meter DSR 12.4.2 (2023)

Provision of Submersible & Pipe Fitting as per Estimate

Provision of Electrification as per Estimate

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