Work No 5 Gram Barola Ke Mazara Nagla Barola Me Seeshpal Ki Dukan Se Jagpal Ke Gher Hute Hue Sandeep Ke Ghear Ki Aur CC Road And Nali Nirman Karya

Dismentling of existing brick on edge (Khaaranja) soling i/c stacking of dismenteled material as directed by the engineer- in-charge with in a distance of 60 meter. As per New Item

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 and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Cartage 5Km

Brick soling with S.O.B. bricks laid on flat and dry (Only Labour) with bricks i/c preparation of subgrade to presribe camber and i/c supply of all material, labour T& P etc. required for proper complection of work. As per S.I.No 785

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 WBM grading-3 stone aggregates of specific sizes to water bound macadam specifications i/c spreading in uniform thickness, hand packing, rolling with three wheeled static roller in stages to proper grde and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density,complete as per technical specification clause 405. By Mechanical Means

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4 Cement C/Sand)

Plain/rainforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 1202 & 1204 (P.C.C. grade M 20)

Plastering with cement, Coarse sand mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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), coarse and fine aggregates 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 levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators 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,

Supply & Fixing of Informatory Sign board/ inaugration stone at site including letter writing, painting etc all comp at site.

Deduction of Competitive Price Efficency 5%