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Construction of 33 KV Sub Station Building and Boundary Wall at Gangapura (Gadra road).
Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) : Wall above 30cm. (B-6/6.2.6)
Construction of 33 KV Sub Station Building and Boundary Wall at Ratari (R/W).
Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) : Wall above 30cm. (B-6/6.2.6)
Construction of Barat Ghar and Boundary Wall in Village-Ajay Nagar, YEA. WC-06
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc 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 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre 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 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. (DAR/22.7.1/Based on UPPWD/SOR-2020))
1)Khamgaon - Construction of Boundary wall at Khamgaon Station on UP and DN road (1380 m). Project id: 01.01.64.25.3.50.003 2)Nandura - Construction of Boundary wall at Nandura Station on UP and DN road (2060 m). Project id: 01.01.64.25.3.50.004 ... - Construction of ... of Boundary wall ... Boundary wall at ... - Construction of ... of Boundary wall ... Boundary wall at ...
Construction of Compound wall in premises of Sri Nookambica Ammavari Temple, Gavarapalem, Anakapalli Town & Dist
Construction of New compound wall above Existing at sanosara, kuvadva and rafala HW dist Rajkot
1735.00 Cum Providing 15mm thick cement plaster in single coat onRough (Similar)side of single or half brick walls forinterior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) 167.20 Sqm 290092.00