}

Tender For In Ward Number 14, From Ayyubs House To Mehboobs House, From Noor Khan To Sompal Patwari To Shokeen Rashid To Samass House, Drain And C.C. Road From Ahmad Harkesh To Patwari, Farooq Abbasi, Meerjan To Iqbals House, Drain Construction Work -, Hapur-Uttar Pradesh

Nagar Panchayat has published Tender For In Ward Number 14, From Ayyubs House To Mehboobs House, From Noor Khan To Sompal Patwari To Shokeen Rashid To Samass House, Drain And C.C. Road From Ahmad Harkesh To Patwari, Farooq Abbasi, Meerjan To Iqbals House, Drain Construction Work -. Submission Date for this Tender is 03-09-2025. Road Work Tenders in Hapur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

50866427
Tender For In Ward Number 14, From Ayyubs House To Mehboobs House, From Noor Khan To Sompal Patwari To Shokeen Rashid To Samass House, Drain And C.C. Road From Ahmad Harkesh To Patwari, Farooq Abbasi, Meerjan To Iqbals House, Drain Construction Work -
Tender
Indian
Uttar Pradesh
Hapur
03-09-2025

Tender Details

Tender For In Ward Number 14, From Ayyubs House To Mehboobs House, From Noor Khan To Sompal Patwari To Shokeen Rashid To Samass House, Drain And C.C. Road From Ahmad Harkesh To Patwari, Farooq Abbasi, Meerjan To Iqbals House, Drain Construction Work - Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 2 Cartageofballast,KankarCoal,gritorsand including loading & unloadingbut excluding stackings on pakkaroads : For Brick 1000 Nos.Cartage Up To 4 Th Km. 3 E/W in cutting or in embankment in orinary soil excavation to be in the from of regular pite not be exceeing 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incluing 1.5 m lift and 8km lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed by the engineer in charge. 4 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors,including supply of all materials, labour, Tools& plants etc. required for proper completion of the work 5 Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in theproportion of 4:2:1 including supply of allmaterials, labour, Tools & plants etc. requiredfor proper completion of the work. 6 FirstclassBrickWorkin1:4 cement& Coar sand 2.20F.M. mortar in foundationandplinth including supply of all materials, labour and T&P etc. requried for propercompletion of the work. 7 12mmthickplasterwithcementand Coarsandof1.25 finenessodules in 1:4 over brick workminimum thickness not to be less than 1cm.including supply of all aterials, labour, tools&plantsetc. required for proper completionof thework. 8 Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. 9 R.C.C. work with Cement approved coarsesand and 2 3/4) gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire. 10 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 vibratory roller to achieve the desired density, complete as per Technical specification clause 402 11 Constructionof un-reinforcedplaincementconcrete pavement, thickness as perdesign,overapreparedsubbase,with43grade cement or any other type as perlause1501.2.2M30(Grade), coarseandfine aggregates conforming to IS:383,maximum size of coarse aggregate notexceeding 25mm, mixed in a concretemixerofnot lessthan0.2cumcapacityandappropriateweighbatcher usingapprovedmix design, laid in approved fixed side teelchannel, layingandfixingof 125micron thick polythene film, wedges,steelplatesincludinglevellingtheformworkas per drawing), spreading the concretewith shovels, rakes, compacted usingneedle, screed and plate vibrators andfinished in continuous operation includingprovision of contraction and constructionjoints, applying debonding strips,rimer,sealant, nearapproaches tobridge/culvertand construction joints, admixtures asapproved, curingof concreteslabs for 14 days,using curing compound (wherespecified) andwater finishing to linesandgrade as per drawing and finished withPower Trowel CumFloter-Trimix FlooringMachine.Technical Specification Clause1501. 12 Supply And Fixing of Granite stone for inauguration Board

Key Value

Document Fees
INR 1180 /-
EMD
INR 75000.0 /-
Tender Value
INR 7.46 Lakhs /-

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