Under District Maharajganj, Construction of CC Road from Siswa-Nichalal Bypass Road Ward No. 19 Shivaji Nagar Ram Vilas house to the vacant land of Sushal, Lot No 1

Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 303.1

Excavation of Foundation- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.DSR-4.1.10

PCC Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size derived from natural sources).DSR-4.1.10

PCC Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal sizederived from natural sources).DSR-4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth levell in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)(DSR -6.1.1)

Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 401

Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 as per PWD Specification.

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-daysusing curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)zone-III) : 8 graded stone aggregate 20 mm nominal size)As per D.S.R 5.1.2

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR 5.1.2

Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1

Supply and fixing of iInuguration post photography at site as per S.E Sanction Rate gkp

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