GE CHD T 71 2025 26

Demolition of brick work built in cement mortar incl all quions arches, pillar etc but excluding ashlar facings,dressed stone work and precast concrete articles or any other descrption etc complete including disposal of unservicable rubbish outside Cantt area all as per UT norms and specified and directed by Engineer-in-Charge. Note : Rates quoted for this item are deemed to be inclusive of this provision

Dismantling posts or struts embedded in concrete, brick work, masonry, etc. (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified.

Precast reinforcecd cement concrete Type B1 1:2:4 using 20mm graded aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 including necessary use and waste of form work complete all as specified and directed

Extra for forming fair finished drains or channels upto 60 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends complete all as specified and directed.

Use & waste of formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work not exceeding 20cm wide.. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.

Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge

TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

TMT steel bars 5 mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips in stirrups, spacers and binders complete all as specified and directed by Engineer-in-Charge.

Brickwork with subclass ‘B’ bricks,class as per IS 1077-1992 minimum compressive strength 100 Kg/Sqcm,, old size bricks, straight or curved on plan to any radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4 on on fair faces of brick or concrete surfaces etc mixed with water proofing compound finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.

LITRE

Preparation of new external surf

Mild Steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as as specified and directed by Engineer-in-Charge.

Concertina coil wire entanglements punched type 600 mm dia and fixed with angle iron post and barbed wire including taking down old barbed wire complete all as as specified and directed by Engineer-in-Charge.

PVC insulated,unsheathed copper conductor submersible cable 16 sq. mm, 3 core,flat in shape suitable for submersible pump motor fixed in repair complete all as specified.

Removing of surplus soil/ excavated material to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge.

Note: For the purpose of arriving at net contract sum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 73500.00 shall be deducted from the total amount arrived.