Ward-7 antargat kalikaran path se Poonam Devi ke aawas se hote hue Sanjog Rana ke aawas tak PCC path nirman karya.

Clearing Grass and Removal of Rubbish Road Land. up to a lead of 50 metres outside the periphery of the area. By Manual Means) S.O.R. PART - A Item No. 2.02

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.)SOR Item No. 3.20 Case-1

Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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 roller to achieve the desired density, complete as per clause 401)(i) for grading- II Material S.O.R. Item No. R.W.D 4.01 B (II)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, Plain Cement Concrete Pavement, 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501S.O.R. Item No. 6.02

Earth work in excavation in foundation trenches in ordinary soil -do- -do- complete as per building specification and direction of E/I. ITEM 5.1.1.

Providing sand filling in foundation trenches -do- -do- all complete job as per specification and direction of E/I. -5.1.10

Providing 75B brick flat soling -do- -do- all complete job as per specification and direction of E/I. -5.6.3

Providing and laying in position coment concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement :2 coarse sand (zone- lll) : 4 graded stone aggregate 40 mm nominal size -5.3.1.2

Providing 75B brick work in C.M. (1:6) in foundation and plinth -do- -do- all complete job as per specification and direction of E/I. -5.2.6

Providing 12mm thick C.P. (1:6) with neat cement punning -do- -do- all complete job as per specification and direction of E/I.- 5.7.3+5.7.11