Name of Work:- Gram ukavali block Budhana mein bas stand se shiv mandir ki or CC road nirmaan kary.
Sl. No.
Item Description
1
P.C.C. Nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
3
Plastering12 mm thick with cement mortar 1:4, on brickwork in substructure as per technical specification Clauses 613.4 & 1204
4
P.C.C. grade M 20 Nominal mix 1:2:4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
5
M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.As per No
6
Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor graderTractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smooth wheel roller to achieve the desired density complete as per Technical Specification Clouse 401
7
Cement Concrete with 2cm gauge approved stone grit, course sand & cement in proportion of 1:1.5:3 in CC Pavement (Thicjmess as Design) with 43 grade cement or any other type as per Clause 1501.2.2, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle,and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,s, admixtures as approved, curing of concrete slabs for 14-days,
8
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