Construction of rubber mold interlocking work from Gram Panchayat Bhaisabagh (Bhainsakharg) House of Shri Mahajan to forlane service road via House of Shri Ram and Place of Dih Baba. (Length- 571 m)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m D.S.R 2.8.1

Earth work in cutting and filling in ordinary soil lesad 30m lift 1.50 m S.I. 253+231A

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

Providing and Laying of Interlocking Concrete Block Pavment having thickness 80 mm as per drawing and Technical Specification Clause 1504

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush / Ruled/ Struck or weathered pointing as per D.S.R 13.31.1

12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand) D.S.R 13.7.1

Providing and laying in position specified grade of reinforced cement concrete,in 1:1.5:3 cement coarse sand and grit excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level D.S.R.5.1.2