Construction Of Library Room and 01 ACR At Govt. Higher Secondary School Bhata Dhurrian Under PM Shri 2025-26.

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1 :6 ( 1 cement : 6 coarse sand) & Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level

Reinforcement for RCC work including straightening cutting, bending, placing in position & binding all complete with TMT bars.

Centring and Shuttering including strutting, propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform.

Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams, girders, bressumers and centilevers.

Centring and Shuttering including strutting, propping etc and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts.

Centring and Shuttering including strutting, propping etc and removal of form work for Edges of Slabs and Break in floors and walls (under 20 cms wide)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel of 1.25mm/1.60mm thickness including hinges jamb, lock, jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm/1.60mm pressed mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile A:- Sheet of 1.25mm thickness and base ties of 1.25mm.