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NO
1.1
1.2
1.3
2.1
2.2
3
4
9.1
9.2
10
10.1
10.2
10.3
11
DESCRIPTION OF WORK
EARTHWORK
Earthwork in excavation for foundations, plinth beams, cess pits & trenches in all kinds of soil including medium dense clay and medium stiff c
and grades in both dry and wet conditions including shoring, strutting, bailing, pumping out water from all sources, dressing of sides, ramming
to a lead of 100m, including disposal of surplus soil as directed by the engineer, watering, ramming with all leads and lifts complete.
a) Up to 2.0 m depth
b) beyond 2.0 m depth
Excavation in Soft / Weathered Rock for all structures, including storing the useful / serviceable material and unusable material in separate st
charge , etc complete, to all depths below ground level as specified below:
a) Up to 2.0 m depth
b) beyond 2.0 m depth
Back filling/filling in foundation and areas wherever required below ground level in layers not exceeding 200mm in depth and compacting it up
measures and materials required for proper execution
a) With selected excavated earth
b) from approved borrow pits including transportation
Providing and laying plain cement concrete (1:4:8) for all depths below and up to plinth level in foundations, drains, fillings, non-suspended flo
curing, shuttering, etc all as specified in any shape, position, thickness and finishing the top surface rough or smooth or as specified and direc
cement content and maximum water cement ratio as per IS:456-latest revision.
Providing and laying in situ reinforced cement concrete of M25 Grade with approved brand Ordinary Portland cement of Grade 53, sand and 2
content & maximum water cement ratio as per IS:456-2000 in all types of underground and above ground structures such as foundations, colu
providing pockets, construction joint, expansion joint, contraction joint, openings, recesses, chamfering etc, wherever required, vibrating, tamp
the Cost of Reinforcement and Shuttering) for all depths below in any shape, size, position, thickness, finish and all materials and measures t
REINFORCEMENT
Providing wherever necessary, cutting, bending, placing and fixing in position mild steel / high yield strength deformed bars conforming to IS:1
reinforcement including cost of cover blocks for all reinforced concrete items of work at all levels, all materials and labour complete.
a) Fe500
FORMWORK
Designing, supplying, fabricating, erecting and removing formwork for concrete items at all levels and elevations including scaffolding, centerin
Engineer, for normal concrete. Rate to include chamfers / drip mouldings & pockets / cutouts and application of approved form / mould release
STRUCTURAL STEEL
Supply, fabrication, including preparation of fabrication drawings , inspection, shop painting with two coat of approved primer as indicated in
the final place of erection with temporary supports , all connections / welding wherever required etc. for all structural steel frames, gantry gird
complete as per drawings, specifications and as directed by the Engineer.
Note : 1. The rates for supply, fabrication, including preparation of fabrication drawing , erection of all structural steel items shall include all req
complete, erection of temporary bracings before concreting and removal of the same in stages all complete, as per drawings, specifications an
Providing and laying 1000mm wide plinth protection all around the building using 50mm thk PCC 1:3:6 (Stone aggregate 20mm nominal size)
size grouted with fine sand, over firm compacted ground. The outer edge shall be lined with 2nd class bricks laid on edge in cement mortar
complete.
Providing and fixing in expansion/separation joints polysulphide joint sealant of approved make and best quality to required size and shape a
a) 12x15 mm
b) 50x25mm
Supplying, providing, fixing, approved standard high density expanded polystyrene boards including supplying, providing and fixing of 2 lay
thickness at all elevations as per drawings and specifications. Cost to include preparation of surface, supply of necessary tools, scaffolding, m
the Engineer-in-charge.
Supplying and laying 200 mm. thick rubble soling under slab on 100 thk murrum packing with interstices filled with stone chips and top surface
specifications and as directed by the Engineer.
MASONRY WORKS
Providing and constructing brickwork, 230mm thick with bricks of class designation 75 in superstructure up to top of parapet in true line level a
measures to complete the job.
a) In cement mortar 1:6 in Superstructure
Providing and construction half brick masonry, 115mm thick with bricks of class designation 75 in superstructure above plinth level up to top o
line level and plumb including providing and necessary scaffolding, curing, raking of joints and all materials and measures to complete the job
a) In cement mortar 1:4
PLASTERING
INTERNAL PLASTERING
Providing & applying 15mm thick cement plaster with fine sand at all floors and finished with POP at all heights with necessary scaffolding, cu
Cum 0
Cum 0
Cum
Cum
Cum 6038
Cum
Sqm 2724
MT 0
Rmt 170
RM 432
RM
Sqm 58
Cum 88
Cum 304
Cum 49
Sqm 1421
Sqm 2273
Sqm 347
Sq.m 39