Face lifting of road by way of repair /Improvement of footpaths, drains etc. in Trikuta Nagar, Channi Himmat and Greater Kailash area for beautification of City roads

Amount

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

Demolishing cement concrete in 1:3:6 or richer mix manually / by mechanical means including disposal of material within 50 Mtrs lead.

Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth is to be levelled and neatly dressed.

Providing & laying in Position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40mm excluding the cost of centering and shuttering. All works upto plinth level.

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

Providing and laying in position cement concrete of specified grade 1:3:6 grade (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level.

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

Providing and laying 80mm thick factory made antiskid, anti glazed PCC Interlocking paver blocks of M-40 design mix as per IS 15658 : 2006 (Avg. compressive strength of 8 paver blocks shall be minimum 47.2 N/mm2 minimum thickness of wearing layer is 6mm, max abrasion resistance 2mm, maximum water absorption of 3 units is 6% by mass) made by high quality paver blocks making machine with high level of compaction and vibration and of approved size and shape laid in required colour and pattern (pigment used shall not be more than 10% of weight of cement used in wearing course layer) and including 50mm (+5mm) thick compacted bed of naturally occurring, clean, well graded, sharp coarse sand (passing 4.75mm sieve) of uniform moisture content 4% to 8% at the time of spreading. Paver units should be placed with the help of spacer (2mm -3mm wide) on un-compacted sand and cutting machine, filling the spaces between 25mm and 50mm wide concrete having minimum 1:1:2 cement : sand : 20mm crushed stone aggregate mix. After laying paver blocks they shall be compacted with high frequency, low amplitude mechanical flat plate vibrator having plate area sufficient to cover a minimum of 12 paving units, after compaction joint filling by sand shall be spread over the pavement (Joint filling sand shall pass a 2.36 mm No. 8 Sieve) all complete as per direction of Engineer-in-charge (Complete job).

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and tncluding 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge at site (labour rate).

Supplying and laying of kerb stones of all types in position to the required the level ad curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints, with orwithout grooves, (thickness of joints, except at sharp curves, shall not be more than 5mm) including making drainage opening wherever required etc. all complete as per directions of Engineer-in-charge.

Providing and laying 50mm thick cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size crusher aggregate).

Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars.

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

Foundations, footings, bases of columns.

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls upto 20cm wide.

Steel work welded in built-up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates and similar work.

Surface dressing of the ground including removing of grass vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish by M.T with all lead and lift complete in all kind of soil.

Removal of unhygienic materials /mulba from road surface / drain including boulder slush (so classified by the site engineer) from designated sites and disposal/stacked within 50 Mtrs and 1.50 Mtrs lift as per direction of Engineer-in-charge.

Black smith / mason / welder for repairing to existing drainage gratings.

Welder / mason.

Labour.

Hire charging of welding set incl. carriage (complete job).

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate above 40mm size for an avg. lead of 10 Kms.

Stone aggregate below 40mm size for an avg. lead of 10 Kms.

Sand for an avg. lead of 20 Kms.

Disposal of excavated earth /mulba for an avg. lead of 10 Kms.