Municipal Administration Department Tender
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Description
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Contact
Tender Id
490169Bid Award Id
ViewTender No
E1/174/4/IBPMC/2024Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
Construction of Storm water Drain RCC Np3 with 450 mm dia pipe line from Gnanaprakash (H) to Kompall;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985.
52
301
15656.16
Construction of Storm water Drain RCC Np3 with 450 mm dia pipe line from Gnanaprakash (H) to Kompall;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985-NP3-450 mm
122
231
28207.62
Construction of Storm water Drain RCC Np3 with 450 mm dia pipe line from Gnanaprakash (H) to Kompall;Manufacture, Supply And Delivery Of 450mm Dia R.C.C. Socket And Spigot Np-3 Pipes Conforming To B.I.S. 458/2003 Ex-Factory (Rate Per Meter Of Effective Length) Including Transportation,Taxes & Duties.(Pressure)
122
2335
284982.24
Construction of Storm water Drain RCC Np3 with 450 mm dia pipe line from Gnanaprakash (H) to Kompall;BLD-CSTN-2-7 - (15) ; Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308)..
10.06
2268
22830.04
Construction of Storm water Drain RCC Np3 with 450 mm dia pipe line from Gnanaprakash (H) to Kompall;RBR-FNDN-1- (i-A) In ordinary soils, by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by manual means.
191.24
127
24323.18
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