Vikas Khand Sadar ke Gram Panchayat Akodha Kala ke Rajswa Gaon Shivpur me nahar se Kali Mata Mandir tak nali awm CC road nirman kary.

Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251.

Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273

Supply and laying of 600mm dia NP-3 Hume Pipe at site. For Cross drainage.

Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.4 only labour

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584.

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. 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)DSR -5.1.3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6

Centering and shuttering including stutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. As per DSR Code No- 5.9.1

Construction of un-reinforce,and expansion joint construction joints only pcc pavement thickness as per design over aprepsred sub base with 43 grade cement or any other type as clause 1501.2.2 m-30 grade coarse and fine aggregate confirming to IS383 maximum size of corseaggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix disign laid in approved fixed side form work and fixing of 125 micron polythene film including the levelling formwork as per drawing spreading the concete with showel,rackes,compacting using needle ,screed and plate vibrators and finishing in continuous operation including provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing andtechnical specification clause 1501

Supply and fixing of Granite stone Sign board including all

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