WARD PAYAGIPUR SANDEEP SHUKLA PLOT TO RAVINDRA SINHA HOUSE VIA SUDHA MISHRA TO PRAVEEN SINGH HOUSE cc ROOIAD WORK AND NALI WORK

/W in excavation by mchanical means (Hydraulic excavator)/manual means over area (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer -in-charge All kind of soil

Excavation, supplying, stacking and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trench plinth sides of foundation etc. complete for all lift As per Analysis atteched

Providing and laying in position cement concrete of special grade excluding the cost of centering and shuttering -All work upto plinth level 16:12 (1 cement: 6 c-sand(zone-III): 12,40 mm gauge brick bat. As per PWD (SCH) 273

Centering and shuttering including sturtting, propping Jetc and removal of form work for As per PWD SOR Ch. 5 Item no.5.9.2

Providing and laying of R.C.C with 1:1.5.3, (1) cement. 1.5 c sand(zone III) Derived from natural source 3 graded stone aggregate 20 mm nominal size derived from natural source) As per PWD SOR Ch 5 Item no 512

Steel reinforcement for R.C C work including straightening, cutting, bending placing in position and biding all complete upto plinth level As per DSR Ch 5 Item no 5.22 6

Brick work with common burnt clay F.P.S (non modular) brick of class designation 7 5 in superstructure above plinth levelup to floor V level in all shapes and sizes cement mortor

Construction of granular sub-base by providing coarse 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 vibratory power poller to achieve the desired density, complete as per clause 401

Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepaired sub base with 43 grade cement @ 400kg per cum,cource and fine aggregate confirming to IS 383, maximum size of cource aggregate not exeeding 25mm mixed in batching and mixing plant as per approved mixed design, transported to silt, laid with a fixed form or slop form paver spread design, transported to silt, laid with a fixed form or slop form paver spread expansion, construction and longitudinal joints joint filler sepration membrane, sealant primer joint debonding strip, dowel bar tie rod admixture as approved, curing compound finishing to lines and grades as per drawing As per Analysis atteched

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