Renovation of Rotary at Road No. 44 (Fountain Chowk), Lala Lajpat Rai Marg (Parshuram Chowk and Shankar Chowk) under Sub-Division NWR-11 and Swami Narayan Underpass Chowk under Sub Division NW R-13 under jurisdiction of Division NWR-1 During 2025-26

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (a) All kinds of soil

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. (a) In cement mortar.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:4 (1 cement : 4 coarse sand)

Granite work (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 with an admixture of pigment to match the granite shade (To be secured to the backing by means of cramps, which shall be paid for separately). Granite stone slab of colour black, Cherry/Ruby red (a) Area of slab over 0.50 sqm.

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 (a) Area of slab over 0.50 sqm

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.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

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 and placing in position 150 mm dia Bollards 1000 mm high of required shape including Stainless Steel 304 grade with 210mm dia and 8mm thickness S.S. plate riveted at bottom and embedded 300mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 350x350x450mm deep for the same in bitumen/concrete pavement at specified spacing.

Modified estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973

Add @ 3% Cost Index

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 '53 grade' 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 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 arid forming uniform groove of size 8mm X 8mm including the cost of scatolding 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, beam made up of 16 guage thick. stainless steel tough air 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 desired and as per directions of Engineer-in-Charge.