Classroom construction work in Primary School Lamchaud under Haldwani development block and Classroom construction work in Higher Secondary School Fatehpur

All kinds of soil. 189.50 155.20 155.20 155.20 155.20 Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. SOR No 1-2-8-1

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

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) 6.1.1

Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) 5.2.2

Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases up to floor five level, excludingthe cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 5-3

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in perstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 6-4-1

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars 1-5-22-1

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

Centering and shuttering including strutting, propping etc. and removalof form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers 5-9-5

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate11.3.1

Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and onforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm 11-41-2

Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete 13-26

Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer13.41.1

Finishing walls with water proofing cement paint of required shade : .1 New work (Two or more coats applied @ 3.84 kg/10 sqm) 13.44

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers pecifications :Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 13-48-3

Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately).Sal wood 9-1-2

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction withframe of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters.9.20.1 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 9.20.1

Providing and fixing glazed shutters for doors, windows and clerestorywindows using 4 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessaryscrews. Second class teak wood 35 mm thick 9.9.1.1

Providing and fixing wire gauge shutters using galvanized M.S. wiregauge of average width of aperture 1.4 mm in both directions with wireof dia 0.63 mm, for doors, windows and clerestory windows with hingesand necessary screws :Second class teak wood 9-27-1-1-1

Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 110 mm diameter 12-41-2

Constructing masonry Chamber 30x30x50 cm inside, in brick workin cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, withC. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size), i/c necessaryexcavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone aggregate 40mm nominal size ) and insideplastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mmthick, finished with a floating coat of neat cement complete as perstandard design : With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 18.32.1

Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). 4-1-2

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