LOT NO 01 WARD NO 08 SANTOSH DEVI KE GHAR SE MANGE KE GHAR KE PECHE TAK NALI VA CC ROAD NIRMAN KARYA

as per below

Excavation in foundation soil (Loam clay or sand ) including lift upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches. as per .DAR 2.8.1

P/L Cement concrete with 1:6:12 (1 Cement, 6 Fine sand &12 graded brick ballst aggregete 40 mm nominal size etc.) Sl. No. 273

Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work. As per DAR 6.1.1

12mm thick plaster with cement & C sand of 1.25F.M. mortar in 1:4 including supply of all materials, labour and T&P etc required for proper completion of work. DAR 13.4.1

Neat Cement punning. DAR 13.18

Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 Km distance to done from regular pits etc. Sl. No. 253

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Clause 401.

Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification

R.C.C. work with cement approved coarse sand & 3cm. (3/4") gauge approved stone ballast in propotion 1:1.5:3 in slab excluding supply of rainforcement & its bending the same with 24 B WG binding wire & nescessary centering & shuttring etc, & also including supply of all materials, labour & tools & plants etc required for proper completion of the work strength of the concrete shal not be less then M-150 S.I. No. DAR 5.1.3