CONSTRUCTION OF GURU KASRI MAHAVIDHYALAY KRIDA ESTHAL TO DAULTABAD MINOR PATARI GRAM KASIYAR MAHADEV MANDIR VIA SURHA MALLAH BASTI VIA BELHAR RAJWAHA LINK ROAD

Construction of Embankment with Material Obtained from Borrow Pits / Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope andcompactingtomeetrequirementofTables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Granular Sub-base with Well Graded Material (Table 400.1) / (A) By Mix in Place Method / Construction of granular sub-base by providing well graded material, spreadinginuniformlayerswithmotorgraderonprepared surface, mixing by mix in place method with rotavator at OMC,andcompactingwithsmoothwheelrollertoachieve the desired density, complete as per Technical Specification Clause 401. / (i) For Grading I Material

Water BoundMacadamSub-base/base/ (3)WBMGrading 3 / Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking,rollingwithsmoothwheelroller80-100kNin stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate,watering and compacting to the required densityGrading3asperTechnicalSpecificationClause 405./(B)ByMechanicalMeans

Cement Concrete Pavement - 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),coarseandfineaggregatesconformingtoIS:383, maximum size of coarse aggregate not exceeding 25mm, 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,compactedusingneedle,screedandplatevibrators 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,usingcuringcompound(wherespecified)andwater finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Construction of Subgrade and Earthen Shoulders - Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table300.2withleadupto1000masperTechnical SpecificationClause303.1

Contruction of 450mm. 600mm dia HP NP 3- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204