Tender For Jamunipur Athgava Marg Se Rabaranpur Road - Providing,Laying,Spreading And Compacting Stone Aggregates Of Specific Sizes (22.4-53 Mm)To Water Bound Macadam Specification Including Spreading In Uniform Thickness,Hand Packing,Rolling With Smooth , bhadohi-Uttar Pradesh

Tender For Jamunipur Athgava Marg Se Rabaranpur Road - Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm)to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade 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. WBM Grading-III as per Technical Spcification clause 405. 2 Cement Concrete Pavement 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 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 3 Earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to equired levels and slopes and also including liftup to 1.5 m and lead up to 30 m. The earthcutting to be used in making embankment or tobe deposited as spoil banks within 30m distance as directed by the Engineer - in - charge.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	06-02-2025	corrigenudm	Date	14-02-2025
2	06-03-2025	cgt	Date	20-03-2025
3	13-02-2025	technical	Date	22-02-2025
4	21-02-2025	tc	Date	28-02-2025
5	27-02-2025	TC	Date	07-03-2025
6	30-01-2025	date	Date	07-02-2025

INR 856 /-

INR 50000.0 /-

INR 5 Lakhs /-

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