Name of Work:- N.H.28 Moorghat se Shrikant Tiwari ke ghar sampark marg per C C ewam R C C Nali Nirman Karya LOT NO-38
Sl. No.
Item Description
1
Dismantling cement concrete or granolithic floors including base concrete and including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meter (200 feet) (S.O.R.697)
2
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and tree of grith upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to beused or auctionned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thikness as per Technical Specification Clause 201
3
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 Speicification Clause 401
4
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity Greding-3 as per technical specification clause 405
5
Construction of un- reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thikness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (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 thik 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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