Mau Nagar ke Ward No.-5 Barpur (Sahadatpura) main road tapas hospital se sarkari tubewell ewam ajay singh ke ghar tak C.C. karya

E/w Excavation by machanical means (hydraulic excavater) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) i/c dressing of sides and ramming of bottom for all lifts i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. as per D.S.R 2.8.1

Earth work in cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 0.50 metre depth and earth work in embankment to be in 20Cm (8") layers including ramming and dresing the surface to required level and slope but soil taken from 1 Km cartage & as per SI. No 253+231(A)

Concrete 1:6:12 cement, fine sand and 40mm nominal size brick ballast as per S.I. 273

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.(4.7.3) By Manual Means .

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in 1:4 cement Coarse sand D.S.R 6.1.1

Construction of un-reinforced, 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. M 30 (Grade) coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, 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, sealent, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

12 mm thick plaster 1:4 cement coarse sand as per D.S.R 13.4.1

C.C in 1:2:4 cement coarse sand and grit as per D.S.R 4.1.3

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 D.S.R.5.1.2