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Tender For Supply And Laying Of Non Pressure Np3 Class Rcc Pipe By Means Of Horizontal Drilling At Flood Pumping Station Gate No 9 And Gate No 13 Yamuna Bank Road Kydganj Prayagraj, prayagraj-Uttar Pradesh

Uttar Pradesh Jal Nigam-UPJN has published Tender For Supply And Laying Of Non Pressure Np3 Class Rcc Pipe By Means Of Horizontal Drilling At Flood Pumping Station Gate No 9 And Gate No 13 Yamuna Bank Road Kydganj Prayagraj. Submission Date for this Tender is 02-03-2024. Concrete Pipe Tenders in prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42523835
Tender For Supply And Laying Of Non Pressure Np3 Class Rcc Pipe By Means Of Horizontal Drilling At Flood Pumping Station Gate No 9 And Gate No 13 Yamuna Bank Road Kydganj Prayagraj
Open Tender
Indian
Uttar Pradesh
prayagraj
02-03-2024

Tender Details

Supply And Laying Of Non Pressure Np3 Class Rcc Pipe By Means Of Horizontal Drilling At Flood Pumping Station Gate No 9 And Gate No 13 Yamuna Bank Road Kydganj Prayagraj

Key Value

Document Fees
INR 11800 /-
EMD
INR 515000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Supply and laying of Non Pressure NP3 class RCC pipe by means of horizontal drilling at Flood Pumping Station Gate No. 9 & Gate No.13 Yamuna Bank Road Kydganj
Sl. No. Item Description
1TOPOGRAPHIC SURVEY:
2Conducting topographic survey of the alignment of the proposed works using Total Station equipment to capture topographicfeaturesincludingmanmadeornatural features in a georeferencedmanner along and across the entire route of the works, including recording the GLs and ILsoftheexistingsewers/machineholes;prepareand submit working drawings with correct levels and the contractor’s preferred sewer route and indicating the location of connecting machineholes/ lines to the Engineer for approval.
3Constructionof shaft by sheet piling / solder pilesincluding cutting edge and curb as per design, PCC M-15 bottom plug, RCC M-25 grade curb, vertical wall, bottom slab & TMT Fe-reinforcement,PVCfootstep,refilling,cartingof extra earth (after construction of RCC chamber inside shaft.) etc. complete
4Jacking Shaft for 7 m x 5 m upto depth of 6 mt
5Receiving Shaft for 5 m x 5 m upto depth of 6 mt
6Excavating tunnel by Micro tunnel boring machine for installing following diameter sleeve or carrier for sewerline to correct grade and alignment using slurry of mixed shields inanytypeofstrataincludingmarshyland,softclay, murrum, soft/hard rock or boulders of any strength and hardness,dewateringetc. (45 m x 2 Nos)Ø1200 mm - 200 mm Thickness
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