Beautification of Anukampa Chowk, Deepali Chowk, Sant Nagar Chowk, Ambedkar X-Ring and Madhuban Chowk under jurisdiction of Division NWR-2, During 2025-26.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto 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 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red Area of slab upto 0.50 sqm

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 120 mm

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.

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

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.

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.

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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.

Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately.

Multiplying factor @ 0.973 on existing items of the DSR-2023

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level: Concrete of M10 grade with minimum cement content of @ 220 kg/cum).

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content of 300 kg /cum

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland Cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum

Supplying, stacking and filling of good earth (including royalty) at site by mechanical transport for all lead and lift complete as per direction of Engineer-in-charge.

Providing edge moulding to 36 mm thick made by jointing together two granite stone slab top full steps width and 2nd bottom slab 60 mm width with adhesive such as araldite or equivalent) stone staircase nosing, including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

Add 3% for Cost Index

Providing and laying vibro compacted cement concrete paver blocks of M-40 grade concrete having 80 mm thickness made up in fully automated plant with steel moulds resulted in precise dimensions with compaction @ 3200 psi i/c minimum water cement ratio content (1:3) with waterless curing by Rotho curing system to the required level and line laid over abed of 20mm average thick cement mortar 1:4 (1 cement:4 coarse sand) complete as directionof the Engineer-in-charge. (color & pattern to be approved by Engineer-in-charge)

Providing and fixing in position of 150 mm dia Bollards fixed S.S 100 mm dash fastener 8mm dia, 1000mm hight of required shape of Stainless Steel 304 grade with 210mm dia and 8mm thickness S.S. plate welded at bottom as per direction of Engineer-in-Charge.

Providing and fixing Glass fiber reinforced concrete (GRC) screen 50 mm thick in approved size, pattern, design and color manufactured by approved manufacturer. The screen should be made with white Portland cement manufactured by 'Birla White/JK or equivalent, Alkali Resistant Glass fibers, Quartz fine silica sand and Super plasticizers. U.V. resistant Synthetic inorganic Pigments should be used for pigmentation. The material for casting should take place in Synthetic Rubber/FRP Mould. The Fixing of Screen should be Dry Fixing i.e. to be done with Stainless Steel (SS-304) or GI 'L' Shaped Clamps, dash fasteners and pins etc complete as per direction of Engineer-in-Charge.

Providing and laying vibro compacted cement concrete kerb stone of M-40 grade concrete made up in fully automated plant with steel moulds resulted in precise dimensions with compaction @ 3200 psi i/c minimum water cement ratio (1:3) curing by Rotho curing system which is suitable for walkways, driveways and light vehicle parkings etc. It should be laid in position to required level and line having joint thickness not more than 5mm except on curve jointed with cement mortar 1:3 (1cement :3 coarse sand) i/c making joints with or without grooves whereever required complete etc. as per direction of the Engineer-in-charge. (length of finished work edging shall be measured for payment (precast C.C) kerb stone shall be approved by Engineer-in-charge)

Providing and fixing GRC tiles of size 230 X 75 X 12 mm for wall cladding work up to 10m height over an underlayer of 12mm cement plaster 1:3 (1 Cement : 3 Coarse sand) furrowing under layer with scratching tool and Jointing grey cement slurry @ 3.3kg per Sqm and forming uniform groove of size 8mm X 8mm including the cost of scaffolding etc. as per direction of engineer in charge.

Providing & placing in position four seater bench made up of stainless steel of grade 304 and having minimum length 1735mm,width 450mm and height 450mm. with frame of seat & back of size 440mm height and 1735mm length in 40mm dia round pipe. stainless steel tightening with 25 mm dia round pipe made up of 304 grade SS pipe. Legs made up of 1.50mm thick 304 grade stainless steel sheet with base plate 8mm thick of size 425 mm x 1.25mm to be fixed by stainless steel 10 mm dia dash fastners 4 Nos.in each base plate. The overall weight of the bench should not less than 50 kg., complete in all respects as per directions of Engineer-in-Charge.

Providing and fixing stainless steel (grade 304) fastener of 100x10 mm dia including drilling of hole in frane. 11 concrete /masonary etc. As per direction of Engineer-in-charge.

Credit on account of cost of dismanltled unserviceable mild steel material/articles such as M.S. grill flat, angles , reinforcement etc. received from dismantling , including dismantling removal & disposal from the site and cleaning the site all complete as per the direction of Engineer-in-charge complete. The dismantled unservisable material shall become the property of contractors after dismantling duly weighed/measured before removing from the site in the presence of Engineer-in-charge or his authorised respective.

Credit of old Kerb Stone received from the dismantling. The material so received shall be the property of contractor after dismantling dully weighed/ measured before removing from the site in the presence of Engineer-in-charge or his authorized representative all complete as per direction of Engineerin- charge.