Name of Work:- Ward 17 Aur 9 Ke Beech Master Madan Saini Se Jyoti Finance Walo Ke Ghar Tak Naali Marammat Interlocking Tiles Road Karye
Sl. No.
Item Description
1
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc,disposal of unserviceable material to the dumping ground, for which payment shall be made and stacking of serviceble material within 50 meter lead as per direction of Emgineer-in-charge. DSR NO. 16.83
2
Construction of embankment with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 ( earthwork in filling)
3
cement concrete1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources DSR 2023 4.1.10
4
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Brick masonry in 1:4 cement mortar.
5
Plastering with cement mortar (1:4),15 mm thick on brickwork insubstructure as per technical specification Clauses 613.4 & 1204Plastering with 1:4 cement mortar
6
Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader/ tractor mountedappropriate equipment on. prepared Surace, mxing Dy mix in placemethod with rotavator at OMC. and compacting with smooth wheel roler to achieve the desired density complete as per technical MORD|Specifications 401
7
Providing and Laying of I shaped grey colour Interlocking Tiles rubber moulded 80mm thick precast cement concrete having plan dimension200x(160+120mm) with compressive strengt not be less than 30 Mpa (M-30) and weight5kg per no. specification to IS: 15658- 2006 as pe drawingsand Technical Specification Clause 1504 relaying tile
8
Providing and Laying of I shaped grey colour Interlocking Tiles rubber moulded 80mm thick precast cement concrete having plan dimension200x(160+120mm) with compressive strengt not be less than 30 Mpa (M-30) and weight5kg per no. specification to IS: 15658- 2006 as pe drawingsand Technical Specification Clause 1504 new tile work
9
Plain cement concrete (1:2:4) insubstructure complete as perdrawings and technical specificationClauses 802, 804,805, 806, 807,1202 ans 1204 for Coping.
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M.s work in heavy size such as trusses built up gate roof work, channel, gates etc including rivetting or necessary rectangular tubes 76.2x38x3.25 mm including of all work complete Please Enable Macros to View BoQ information
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