Construction of CC Road from Gunadhar Pakhira House to Balai Pakhira house at Rankanki within Lakshmipur Gram Panchayat under Chandrakona-I Panchayat Samity

Water bound Macadam Sub Base by consolidating jhama metal/ literate chilly or stone metal / shingles ( measured after compaction) in layers including screening of metal etc. as necessary, hard packing sweeping watering and rolling in stage with power roller to proper line, grade and camber, lighting,guarding & barricading making necessary earthenbundh of one meter on each side where necessary cutting or filling and rolling and complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of , specification for road & Bridge Works

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)

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

GST and Labour Cess (9% + 9%) +1 %