Civil works

Amount

Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

In all kinds of soil for Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

Beyond 30 cm girth up to and including 60 cm girth

Beyond 60 cm girth up to and including 120 cm girth

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 : 2 M coarse sand : 4 graded stone aggregate 20 mm nominal size)

1:5:10 (1 cement : 5 M coarse sand : 10 graded stone aggregate 40 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 M coarse sand : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for :

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 M coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 M coarse sand)

Removing paver blocks including stacking the removed paver blocks during the course of work, levelling the surface by surface dressing and refixing the available paver blocks over 50 mm thick M sand all as directed by the Engineer -in- charge

Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 M Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete.

12 mm cement plaster of mix :

1:6 (1 cement: 6 fine sand)

15 mm cement plaster on rough side of single or half brick wall of mix :

1:6 (1 cement: 6 M fine sand)

Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..

In cement mortar

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Dismantling G.I. water pipe with fittings and clamps including stacking the material within 50 metres lead :

Up to 25 mm diameter

Refixing the available urinals in position with necessary clamps including the cost of clamps as directed by the Engineer -in- Charge

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall

20 mm nominal outer dia. Pipes.

25 mm nominal outer dia. Pipes.

Providing and fixing CPVC Union in CPVC pipe including cutting and threading the pipe and making long screws etc. complete (New work)

20 mm nominal bore

25 mm nominal bore

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (a) 15 mm nominal bore

Recovery towards the disposal of removed rusted pipeline including carriage of materials to the weigh bridge and weighing etc. as directed by the Engineer-in-charge

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

Semi rigid pipe, 32mm dia

Providing and fixing uplasticised PVC connection pipe with brass unions :

30 cm length, 15 mm nominal bore

Providing and fixing urinal spreader of approved quality as directed by the Engineer-in-charge.:

20 mm dia for half stall urinal

Removing the existing damaged water closet by demolishing ceramic tile flooring, brick jelly lime concrete or cement concrete from WC portion and disposal of the same within 50m lead including providing and fixing in position new Orissa pattern WC pan of size 580x440mm with 10 litre PVC flushing cistern including 'P' or 'S' trap and jointing the WC pan with M seal and finishing the floor withceramic tile flooring(Cost of ceramic tile flooring will be paid seperately) including filling with M sand & providing cement concrete 1: 5 : 10 under floor etc. complete as directed by the Engineer-in-charge.

Providing, laying and jointing unplasticised PVC pipes of pressure class 6Kgf/ sqcm for sewer pipes including jointing with approved quality of solvent cement, laying to required slope/ gradient and testing of joints etc. complete : (a) 160 mm dia

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 M coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement: 2 M coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 M coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 M coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and .45 cm deep including SFRC cover with frame (light duty) of 455x610 mm internal dimensions, With F.P.S. bricks with class designation 50