GE CHD T 70 2025 26

Amount

Preparation of drawings of wall,submission to and approval of drawings from concerned authority (UT Chandigarh ) ,clearance from UT as per UT norms at various stages during execution of work including completion of work from concerned authority as per their norms and conditions. Note : Clearance will be taken by executing contractor through concerned user unit

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.

Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge.

Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 mtr span and the like complete all as specified and directed by Engineer-in-Charge.

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.

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 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.

Supply only liquid water proofing compound ISI Marked complete all as specified and directed.

Keyed pointing to brick walls in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge.

Preparation of new external surfaces of walls and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm as per manufacturers instructions etc over and including 1 mm thick cement based putty complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in copings, apex stones,benching in manholes, haunching around manhole frame for settting and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.

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.

Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete, all 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.

Preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer 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 101000.00 shall be deducted from the total amount arrived.

Total of Schedule 'A' Rs.

M/s REEDIT CONSTRUCTION (BID ID -3501808)

Shivalik Enterprises (BID ID -3501979)