IREL India Limited Tender

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IREL India Limited Tender

Works
Plastic and Rubber
Eprocure
Opening Date27 Apr 2024
Closing Date18 May 2024
Tender Amount₹ 23,60,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation by (Hydraulic excavator)/manual means in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within the site lead up to 50 Mtr. All kinds of soil

20

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Filling in plinth, under floors with River sand including watering, ramming, consolidating and dressing etc. complete as directed by Engineer-in-charge(only consolidated volume of sand filling will be paid)

10

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

10

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)

10

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Providing and laying in position machine mixed and machine vibrated cement concrete of M-20 grade reinforced cement concrete , excluding the cost of centering, shuttering and reinforcement as per direction of Engineer-in-charge for all work up to Plinth level.

5

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Providing and laying in position machine mixed and machine vibrated cement concrete of M-20 grade reinforced cement concrete , excluding the cost of centering, shuttering and reinforcement as per direction of Engineer-in-charge for all work above PL - from ground floor up to all level.

15

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Reinforcement for RCC work including supplying, straightening, cutting, bending, placing in position and binding with 22Gauge MS binding wire complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/specification and as directed by Engineer-in-charge at all levels –(reinforcement steel will be supplied by contractor)

5000

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Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Foundations, footings, bases of columns etc. for mass concrete

50

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Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level : Walls (any thickness) including attached pilasters, buttresses etc

50

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Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Suspended floors, roofs, landings, balconies and access platform

50

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Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Lintels, beams, plinth beams, girders, bressumers and cantilevers

30

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Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Columns, Pillars, Piers, Abutments, Posts and Struts.

50

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Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level ;Stairs, (excluding landings) except spiral - staircases

50

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Extra for additional height in centering, shuttering where ever required with adequate bracing propping, etc. including cost of de shuttering and de centering at all levels , over a height of 3.5 m for every additional height of 1m or part there of (plan area to be measured.

200

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Brick work with bricks of minimum crushing strength 60 kg/cm2 in foundation and plinth in cement mortar 1:6 (1 Cement : 6 coarse sand)

15

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Brick work with bricks of minimum crushing strength 60 kg/cm2 in superstructure above plinth level upto floor 'V' level in cement mortar 1:6 (1 Cement : 6 coarse sand).

15

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15 mm cement plaster on rough side of single or half brick wall with a floating coat of neat cement of mix 1:4(1 cement:4 sand) including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels

250

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12mm cement plaster of mix1:4 (1 cement : 4 sand) for fair faces including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels

200

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Finishing walls with water proofing cement paint of required shade : (Two or more coats applied @ 3.84 kg/10 sqm)

250

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Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification:Two or more coats

200

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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface water thhinable cement primer

200

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Providing neat cement punning

70

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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

70

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(25mm dia nominal bore)

50

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Providing and laying brick tiles of class designation 10 over roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral waterproofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:

200

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Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm down size stone aggregate

50

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Providing and fixing 10mm thick acid/ or alkali resistant tile of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with mortars as per IS:4457

200

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