Construction of 20 Nos C type shops, 01 Nos open Auction Plateform, Internal Road, Crossing and Saucer Drain at SMY Raya (Mathura).

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (DSR_2023_2.6.1)

Providing and laying cement concrete in 1:5:10 (1 Cement : 5 Coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, in Foundation and floors. (DSR_2023_4.1.10A)

Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (DSR_2023_6.1.2)

12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (DSR_2023_13.9.1)

RCC work Providing and laying in position specified grade of in R.C.C. Raft foundation/Lintel, excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (DSR_2023_5.1.3A)

Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone). (DSR_2023_5.3A)

Providing and laying cement Concrete in 1:2:4 of not less than strength of M15 stone ballast (40mm. normal size) approved coarse sand and cement, curing complete, But with 2cm Nominal size stone gritin stead of 4cm stone ballast. (Chapter_5_item_8)

Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. excluding cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) ii) Above plinth level upto fifth floor lable (DSR_2023_5.2.2A)

RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR_2023_5.3A)

P/L integral cement based water proofing treatment BIRCK KOBA including preparation of surface as required for treatment of roofs, consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 including adjoining walls upto 300 mm height. (b) Laying brick bats with mortar with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 to required slope including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR_2023_22.7.1)