Block-Khorabar Gram Panchayat Jungle Gauri Number 01 mein PWD Road se Harijan Basti Tak CC Road Ka Nirman

Excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m. And including filling watering and ramming of excavated earth. As per S.I. No. 251

Cement Concrete with 4 cm. (1½") gauge approved Stone ballast ,approved fine sand and cement in the proportions or 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work .(SI No-281)

Class 150 Sub Class A brick work in 1:4 cement and approved Fine sand of F.M. 1.25 fineness modulus mortar in edging including supply of all materials labor tools and plant etc. required for proper completion of work.S.I. No. 305

Earth work by mechanical I Manual means in Rough pits not exceeding ½meter (20'' ) in DSR No.-2.2.1 2.4 2.5 All Kinds Of Soil

GSB Grade 1, Construction of granular sub-base by providing well graded material spreadig in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with smoth wheel rollar to achieve the desired density, complete as per MORD tenhnical speicification clause 401.

WBM Grading -3, Providing and Laying spreding and compecting stone aggregates of specific sizes to Water Bond Macdom specification including sperdaing in uniform thickness hand packing rolling with smooth wheel rollor 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill -up the interstics of coarse aggergate watering and compecting to the required dencity Grading -3 as per MORD tenhnical speicification clause 405.3

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 1501.2.2M 30 (Grade), coarse and fine aggregate 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501

Providing & fixing& sighnboard etc. complete.

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