}

Tender For Permanent Restoration Work From A/R Demat To Kadiya Nala Km 2/0 - Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other, udaipur-Rajasthan

Tender Notice

52180948
Tender For Permanent Restoration Work From A/R Demat To Kadiya Nala Km 2/0 - Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause304.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other
Tender
Indian
Rajasthan
Udaipur
10-11-2025

Tender Details

Tender For Permanent Restoration Work From A/R Demat To Kadiya Nala Km 2/0 - Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. ordinary Soil (i) Upto 3 m depth 2 Providing concrete for plain/reinforced concrete in open foundations complete as per drawing sand MoRTH specifications Clause1702,1703, 2102 & 2104. P.C.C grade M 10. Nominal mix 1:3:6 3 Providing concrete for plain/reinforced concrete in open foundations complete as per drawing sand MoRTH specifications Clause1702,1703, 2102 & 2104.P.C.C. grade M 20.Nominal mix (1:2:4) 4 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2103 5 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.ProvidingandlayingreinforcedcementconcretepipeNP3forculvertson first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1000 mm dia 6 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 7 Construction ofgranular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mixin place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material 8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site,laying in uniform layer sin sub-base/base course ona well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406By Mechanical Means with all lead. 9 Construction of un-reinforced,plaincementconcretepavementM30 (Grade),thickness asperdesign,overapreparedsubbase,with43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer forhavingcontinuousagitatedmixer,manufacturedasperapprovedmix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid withaFixedFormPaver(layingandfixingof150micronthickpolythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, seal antne arapproaches to bridge/culvert and construction joints, admixtures as approved,curing of concretes labs for14-day susing water finishing to line sand grade as per drawing andMoRTHSpecification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Key Value

Document Fees
INR 500 /-
Tender Value
INR 6.91 Lakhs /-

Attachment

FileName File Description File Size
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail