Webel EMC Falta 07 IDM 21 22 03

Amount

Brick work with 1st class bricks in cement mortar (1:4). In foundation and plinth.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (ground floor. With 1:6 cement mortar. 20 mm thick plaster.

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Brick soling with picked jhama bricks including preparation of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.). Foundation, basement all floor, Roof & above

Supplying and laying cement concrete (1:2:4) for bed concrete including foamwork, consolidation and curing complete.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thk. Approved quality ply board shuttering in any concrete work.

Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineering charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticizer per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation. [using concrete mixture] M-25 Grade. Pakur variety.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. Tor steel (Fe 500). For works in foundation, basement and upto roof of ground floor / upto 4 m

Providing & laying precast cover slabs for covering masonary drain, concrete grade M30, 125mm thick with four side at bottom 100 x 100 x 6 angle & double layer reinforcement & diagonal reinforcement all complete with labour & materials. 300 x1050 x 125

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe

Providing and laying 75mm thick screeding on bed of drains in cement concrete (1:2:4) with 6mm & down chips including consolidation and curing complete.

Constructing catch pit size 450 x 375 with cement 250thk. brick work (4:1), on 100thk PCC(1:2:4) bed, inside 1:3 plaster with cement punning, 100thk rcc slab with nominal reinforcement as per standard design C.I grating (450 mm X 375 mm) with hinged gully grating with frame wt not less than 50 kg including excavation and removal of soils.

Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3)with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying, fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjacent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials. 900 mm X 750 mm (inside) chamber including fitting and fixing S.W. master trap of 150 mm dia. of approved make

Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3)with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying, fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjacent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials. 1050 mm X 750 mm (inside) chamber including fitting and fixing S.W. master trap of 300 mm dia. of approved make. With Pakur variety. (SAIL/TATA/RINL)

Earthwork in excavation in drains and other structures in all sorts of soil or loose material including removing surplus spoils and debris to a maximum lead of 100m including bailing outing manually or by pumps as per specification and drawing and as directed by the Engineer.(Trench shall be kept dry by dewatering and removal of slush.) Depth of excavation not exceeding 1.5m below G.L

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation

BISWABHARATI CONSTRUCTION

PACIFIC ENGINEERS

CHATTERJEE ENTERPRISE

AMBA VINIYOG PVT LTD