Name of Scheme:- Construction of CC Road from NH 31 to Tapan Das House at roadpara Gunjaria under Gunjaria GP
Sl. No.
Item Description
1
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.
2
Construction of un-reinforced, dowel jointed atexpansion and construction joint only, plain cementconcrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC:15-2011, coarse and fine aggregates conforming toIS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMCand appropriate weigh batcher using approved mixdesign (as per IRC:44 2008), laid in approved fixedside formwork (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing,spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibratorsand finished in continuous operation includingprovision of contraction and expansion, constructionjoints, applying debonding strips, primer, polysulphidesealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days, usingcuring compound (where specified) and waterfinishing to lines and grade as per drawing andTechnical Specification Clause 1501 for Rural Roads of MORD(b) M-20 GradeUsing concrete mixer. Pakur Variety
3
Hire and labour charges for Shuttering with or without staging upto 4.0m 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 of minor structure including culvert, box culvert, cross-drain etc. The rate is incusive of fitting, fixing and striking out after completion of work as per specification and direction.
4
Earth workin excavation from borrow pits arranged by the Contractor and depositing in layers of 250mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead of 50m. and initial lift upto 1.5 m. making bundhs at top as directed dressing complete. (Borrow pit measurement) In ordinary soil.with Carried earth lead up to 1km.
5
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC1:1½:3with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
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