BRR : 11608898
Click Here To View Tendering Authority. Price Bid City/State :  Shimla, Himachal Pradesh
Tender Brief : Tender for repair renovation Damages On Kharapathar Tahu Devrighat Road Km 0/00 To 13/960 (Sh- P/ L K/Soling In Slushy Reaches & Construction of Unlined Drain Between 0/00 To 13/960) , Excavation For Road Way In Soil Using Mannual Means For Carring Of Cut Earth To Embankments Site With A Lift 1.5 Mtr And Lead Up To 50 Mtras Per Technical Specification Clause 302.3. Including Carriage Of Materials With In All Leads And Lifts As Per Directions Of Engineer In Charge. , Stone Soling Properly Hand-Packed Filling Interstices With Kharanja Stone And Consolidating With Power Road Roller To The Reques... Read More
Tender Value
3,49,200
Submission Date
08-07-2026
Participated Bidder List
2 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 3,35,232 L2
2 cnet-technologies Bid Analytics 3,24,756 L1
Work Detail
tender for repair renovation damages on kharapathar tahu devrighat road km 0/00 to 13/960 (sh- p/ l k/soling in slushy reaches & construction of unlined drain between 0/00 to 13/960) , excavation for road way in soil using mannual means for carring of cut earth to embankments site with a lift 1.5 mtr and lead up to 50 mtras per technical specification clause 302.3. including carriage of materials with in all leads and lifts as per directions of engineer in charge. , stone soling properly hand-packed filling interstices with kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per hp.pwd specification. 150 mm spread thickness (finished work including materials and labour) including carriage of materials with in all leads and lifts as per directions of engineer in charge. , construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines graders levels and dimensions.excavated material to be used in embakment with a lift upto 3 m and lead of 50 m ( average lead 25 m) including all leads and lifts as per technical specification directed by the engineer-in-charge
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Result Documents
Tender Documents
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Download 54ef9bd2-0f45-4cb6-94e6-30a575a69200 technicalevaluation notice
Download b36a4592-f207-497d-8de6-8389a8dc0e64 financialevaluation notice
Download boqcomparativechart document
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Download 76d899dd-cf0e-49a7-be72-2444d43e0b26 Tender Documents
Download BOQ_204042 Tender Documents
Download sbd Tender Documents
Download Tendernotice_1 Tender Documents
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