Cons of CC Road fromDigar Para to Hazra Para Club at Bagchari within Lakshmipur Gram Panchayat under Chandrakona I Panchayat Samity, fund 15th CFC

Supplying and spreading moorum (70%) and sand (30%) by volume to the required thk. In layers as specified and directed by the EIC stabilized the same by adding reuisite quantity of water to get OMC remixing in wet condition, wet rolling in power roller to the required compacted thickness to proper grade,camber, super elevation etc with power roller including proper tampering and curing the same for 5 days to have maximum dry density as specified and ighting, guarding, barricading and making adequate earthen bundth for protecting the edges etc.(Ref.page no-245, item no-4.05) (Analysis attached)

Supplying and laying Polythene Sheet (150gm/ sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. (Page-47,Item-03,Building Schedule)

Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (Page332&333,item no.18.07(b). (Analysis attached) M20

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (P = 332,item - 18.05,) (b) Where staging is not required.

Earthwork in excavation from borrow pits (land wned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement), P=237,Item -(3.01)(i)

Supplying including stacking at site or yard R.C. Hume /spun pipe & collars of different dia metre within an initial distance of 30 Km.a) 450 mm. dia pipe , I & W Page No-76,S.L.No-153(A)(i)

Collar for above 450 mm dia Pipe

Labour charges for laying fitting and fixing R.C. spun pipes with collars in canal banks roads including caulking the joints of collars with Jute and cement mortar (1 :3) including preparing sub-grade, carriage of pipes and collars and other necessary materials including supply and carriage of sand and cement complete.

Incription plate of Sixe 3' X 2' with necessary letter writing.

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