Work No 3 Gram Ladenkhera me Prahlad Ke Ghair Se Gram Sachivlya Ki Aur CC Nirman Karya

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

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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Dismentling of old brik laid on edge kharanja including stacking of old bricks as per 17.17 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 With 3 Km Cartage Of Soil.

Brick soling with straight over burant bricks laid flat and dry (labour only ) including prepration of subgrade to prescribed camber filling joints with local earth spreading a blinding coat 1 cm (3/8") deapth of local earth the entire surface and including labour T&P etc.required for proper completion of the work. as per si no 20.14 (786)

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%)

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