sarthauli

Excavation in foundation in ordinary soil, loame ,clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches.(Excluding royalty) as per item no 251

Supply & fixing of 22.4-53 mm gauge stone ballast for apron and foundation box culvert rate as per RMR

Concrete with 4cm. Gauge stone ballast, coarse sand of 2.25 fineness modulous and cement in proportion of 6:3:1 including supply of all material labour and T&P etc. required for proper completion of the work. SI no. 280

R.C.C. work with cement approved coarse sand and 2cm (3/4") guage approved stone grit excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. as per MORD 800 M30

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary bending for proper complition of the work and including supply of all steel and wastage and over lapping & hooks Fe500 grade as per SI no 504

First class brick work in 1:3 cement and coarse sand of 2.25F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SI No. 307

Construction of Un reinforced dowel jointed at expension and construction joint only,plain cement concrete pavement thickness as per design over aprepared sub base with 43 grade cement M 30 grade coarse and fine agg conforming to IS 383 max size of coarse agg not exceeding 25 mm mixed in a concretemixer of not less then 0.2 cum capacity and appropriate way batcher using approved mix design , laid in approved fixed side foam work (steel channel), laying and fixing of 125 micron thick polythene , wages, steel plate including levelling foam work as per drawing , spreading concrete with showels , rakes, compacted using needle , plate vibrator and finished in continious operation including provision of contraction and expension , construction joints , primer sealent , dowel bars for 14 days curing compound and water finishing to lines and grade as per drawing and tech specification clause1501.

Cement Concrete with 20 mm. gauge approved stone grit ; approved Coarse Sand and Cement in the proportion of 3:1.5:1 inculding supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 279(ii)

Supply & fixing of 25-60 kg boulder at site for U/S and D/S after Apron portion complete in box culvert rate as per RMR

Earth work in cutting or in embankment in ordinary soil,excavation to be in the regular pits not exceeding 0.50 m in depth and earthwork in embankment to be in 20cm layers,including ramming and dressing the surface to required levels & slopes& also including 1.5lift &30m lead .The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m.Distance as directed by the engineer incharge (Excluding Royalty) as per MORD 3.4 item no 301.5 cated earth 3km distance