Tender For E/W Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.5 M And Lead Upto 30 M And Including Filling ,As Per Si No.251 , E/W In Filling In Outer Side But Cartage Of Earth Distance 4.00 K.M. As Per Analysis ,, Etawah-Uttar Pradesh
TDR : 55487303
Tender Notice
BOQ
5 Days Left
Etawah
Uttar Pradesh
Tender For E/W Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.5 M And Lead Upto 30 M And Including Filling ,As Per Si No.251 , E/W In Filling In Outer Side But Cartage Of Earth Distance 4.00 K.M. As Per Analysis ,
E/W Excavation of foundation in ordinary soil (Loam Clay or Sand) Including lift upto 1.5 m and lead upto 30 m and Including Filling ,As per SI No.251
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E/W in filling in outer side but cartage of earth distance 4.00 k.m. as per analysis
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P/L Cement concrete in 1:6:12 cement , f/sand and 40 mm gauge stone Ballast i/c all material and labour charges As per SI NO 273
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RCC work 1:1.5:3 cement ,coarse sand & 20 mm stone grit etc as per si.no.284+NS-282+282
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Mild steel or iron in plain work such as reinforced concrete etc. as per si.no.504
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P/L Of 110 mm dia pvc pipe ch-01,si.no.17,30
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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, compacting as per technical specification clause 401.
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Construction of un-reinforced, 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 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 screed vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
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S/F of informatory sign board i/c all material and labour etc. Please Enable Macros to View BoQ information
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