Tender For Special Repair Of Shohratgarh Chetiya Se Bhaishawa Se Gayeghat Link Road - Providing ,Laying ,Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Pack, Siddharthnagar-Uttar Pradesh
TDR : 49164843
Tender Notice
BOQ
Expired
Siddharthnagar
Uttar Pradesh
Tender For Special Repair Of Shohratgarh Chetiya Se Bhaishawa Se Gayeghat Link Road - Providing ,Laying ,Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Pack
Name of Work: SR of Shohratgarh Chetiya se Bhaishawa se Gayeghatlink Road
Sl. No.
Item Description
1
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical specification clause 405. (Rates are Exclucive GST but Inclucive all other taxes and cess etc).
2
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing direction of E/I.. (Rates are Exclucive GST but Inclucive all other taxes and cess etc).
3
Earth work in Patari in ordinary soil excavation to be in 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\") lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100\") distance indirected by the E/I. (Rates are Exclucive GST but Inclucive all other taxes and cess etc).
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