Construction of Boundary wall at Primay School Plahi PAB 2025-26 Under Samagra Shiksha

Engagement of Earth Excavator 75 H.P. for removal of slips in all kinds of soils, clearance of side drain and disposal of same outside the periphery of the area cleared by engaging of tractor / trolly wherever required (all inclusive including POL) as per the directions of the Engineer-In-Charge. (LMR)

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: a) In cement mortar

Earthwork in excavation in all kinds of soil by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr.

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size).

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring ,shuttering, finishing and reinforcement. All work upto plinth level with: a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 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 above plinth level: a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc.and removal of form work for :

Foundation, footings, bases of columns etc. for mass concrete.

Columns, pillars, piers, abutments, posts and struts.

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

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

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

12mm Cement plaster of mix: a) 1 : 6 ( 1 cement : 6 fine sand)

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

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

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. a) Hot finished welded type tubes

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work.

Add cost for SAMAGRA logo (LMR)

Disposal of excavated earth / demolished material for 2.00 km. by M.T. from site.

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

Sand from Billawar for an average lead of 55.00 Km. by M.T.

Stone aggregate below 40mm nominal size from Billawar for an average lead of 55.00 Km. by M.T.

Stone aggregate 40mm nominal size & above from Billawar for an average lead of 55.00 Km. by M.T.

Bricks from Kathua for an average lead of 85.00 Km. by M.T.

Stones / boulders from local nallah for an av. Lead of 4.00 km. by M.T.`