Tender For Irrigation Department Bandhe To Turkhi Link Road - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Incluidng Spreading In Uniform Thickness Hand, Packing, Rolling With Three Wh, kushinagar-Uttar Pradesh

Tender For Irrigation Department Bandhe To Turkhi Link Road - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand, packing, rolling with three wheel 80-100 KN static smooth Roller 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 Grading 3 (53 mm to 22.4 mm) as per technical specification clause 405.(Execluding G.S.T) 2 Construction of un-reinforced, undowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC 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 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.(Execluding G.S.T) 3 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty. (Execluding G.S.T)

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	10-03-2025	New Date	Date	20-03-2025

INR 944 /-

INR 113000.0 /-

INR 11.30 Lakhs /-

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