Construction of Elementary Girls Toilet at Govt. PS Ner, Block Mahanpur, District Kathua. (PAB 2023-24, Under Samagra Shiksha)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 1mtr.

All kinds of soil.

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:

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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:

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder.

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 A) 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 upto plinth level A) Cold twisted bars.

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

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

Centering and shuttering including strutting, propping etc. and removal of form work for: A) Foundations, footings, bases for columns

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls Under 20 cm wide

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)

12mm Cement plaster of mix: A)1 : 6 ( 1 cement : 6 coarse sand)

15mm Cement plaster on the rough side of single or half brick wall of mix:A)1 : 6 ( 1 cement : 6 fine sand)

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete A)Welded

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 watering, lead upto 50 m and lift upto 1.5 m.

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:A)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre,two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specifications

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.A)110 mm diametre

Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.:A)15 mm dia. nominal bore

20 mm dia. nominal bore

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.

Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg.

Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. A) White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931

Providing and laying in position pvc drainage pipe including all fittings complete job. A) 4''-o' dia (LMR)

3''-0' dia (LMR)

Providing and fixing 100 mm sand cast iron grating for gully trap.

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. A)15 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) A) 15 mm nominal bore

Wiring for light point /fan point/exhaust fan point/call bell point with 1.5 sq.mm.FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC condiut, with modular switch/modular plate, suitable GI box and earthing the poiunt with 1.5sq.mm.FRLS PVC insulated copper conductor single core cable etc. as required. A) Group A.

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :-

Sand for an average lead of 30 Km.

Stone aggregate below 40mm nominal size for an average lead of 30 Km.

Stone aggregate 40mm nominal size and above for an average lead of 30 Km.

Bricks for an average lead of 55.00 Km.

Stone/boulders for an everage lead of 5 km

Carriage of material by head load including loading/unloading and stacking at site complete.

Sand for an everage lead of 3 km

Stone agg. below 40mm nominal size for an everage lead of 3 km

Stone agg 40 mm nominal size and above for an everage lead of 3 km

Brick for an everage lead of 3 km

Stone/boulders for an everage lead of 3 km

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