Beautification work, under the Vandan Yojana, covering the area from Bhajju Ghat to Gudara Ghat a site of historical significance within the Bithoor Nagar Panchayat in the Kanpur Nagar district.

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less 1 than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. 400 mm dia

Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded 3 stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering. finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening cutting, bending placing in position and bending all complete upto plinth level Thermo Mechnically Treated bars of grade Fe-500 D or more.

Brick work with common burnt clay (non modular) brick of class -150 in plinth foundation in all shapes and size cement mortar 1:4 (1 cement :4 coarse sand)

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of + 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse 8sand), including pointing with cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment

S/O Hand rail and Balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm and 1.5mm thick and 3 Nos. Hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm 9 Thick @ 1200mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shop, withall visible stainless metal of 304 grade in satin finish hight of ralling is 900mm as per detailed specification.

Excavation supply and filling of local earth (including Royalty) by mechnical transport upto a lead of 5 km also including 10 ramming and watering of the earth in layer not exceeding 20 cm in trenches plinth side of foundation etc.complete.