Tender For Cc Construction Work From Kaliji Temple To Sahatwar Rajpur Pidbluedi Road In Village Assembly Chhotki Serial Under Bansdih, Ballia-Uttar Pradesh
TDR : 47514023
Tender Notice
BOQ
Expired
Ballia
Uttar Pradesh
Tender For Cc Construction Work From Kaliji Temple To Sahatwar Rajpur Pidbluedi Road In Village Assembly Chhotki Serial Under Bansdih
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Sl. No.
Item Description
1
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
2
Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20\"\") in depth and earth work in embankment to be in 20cm (8\"\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\"\") lift and 30m (100\"\") lesd. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100\") distance as directed by the E/l SI.No.253
3
(WBM.GRADE 3) providing and laying and spreading and complteingstone aggregates of specific size to water bound mecadam speci. Inc. spreading in uniform thickness hand packing, rollingwith there wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/ binding materils to fill up the interstices of coarse aggregates watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm.
4
construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavment, thickness asper 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 aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythin 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 finshed in continous 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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