Misc. remaining work required at 33/11KV S/S Rampuriya.

E/W in excavation by mechanical means (hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in which or 10 sum on plan) inc lading dressing of sides and ramming of bottoms, lift up to 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. (B/1.8)

Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand (B/1.27(a))

Random rubble dry stone kharanja under floor (B/11.26)

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. :1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B/3.1.6)

Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) (a)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc. (b)Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 (c) Add extra over item No. 11.38, A to C if reflective paver block, manufactured with wet cast vibration system in two layers is used. (d) Add extra over rates of item No. 11.38, A to C if colored paver blocks are used. (B/11.38.3(B)+11.39+11.40)

RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand). (B/6.1.6)