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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.3 LAccepted-AOC R O SUJANPUR TEHSIL DISTT HAMRIPUR | ₹67.3 L Quoted ₹68 L | L1 | Accepted-AOC BEING LI |
| 2 | L2₹1.5 Cr+₹79 L (116.2%)Rejected-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹1.5 Cr+₹79 L (116.2%) | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹1.6 Cr+₹92 L (135.3%)Rejected-Finance | ₹1.6 Cr+₹92 L (135.3%) | L3 | Rejected-Finance rejected being L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DOCUMENT NOT FOUND AS PER NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical DOCUMENT NOT FOUND AS PER NIT |
Tender Value
₹22.1 L
EMD Value
₹41,000
Closing Date
26 Jun 2020, 5:00 pmClosed
EE JAL SHAKTI DIVISION GHUMARWIN
EE JAL SHAKTI DIVISION GHUMARWIN
Construction of Lift Irrigation Scheme Seo Ket in Tehsil Ghumarwin District Bilaspur HP SHCo Rain Water Harvesting Structure ie Check Dam of 400 metre height above ground level across the Rohal Khad at Balhu Seo in GP Seo
2020_HPIPH_38027_1
GMR-BLP02-737 (1237-87)
Open Tender
Civil Works
Lump-sum
545 days
NASWAL
Please refer Tender documents.
6 documents required · 6 mandatory
₹400
Yes
EE JAL SHAKTI DIVISION GHUMARWIN
₹41,000
Yes
5 Oct 2020
12 Jun 2020
27 Jun 2020
12 Jun 2020
26 Jun 2020
12 Jun 2020
12 Jun 2020 - 26 Jun 2020
Amount
Construction & commissioning of Rain Water Harvesting Structure i.e. check dam of 4.00 metre height above ground level on Rohal khad near village Seo for providing water storage to proposed Lift Irrigation Scheme Seo Ket. The scope of work includes :- Geological Investigation of site through diamond core drilling method up to 6.00 metres with 2 holes along the bottom surface of khad and one each on vertical sides along the axis of the structure. The scope of work shall include the detailed survey investigation of the site to determine the required technical parametres such as silt factor observe high flood level & design discharge etc. Evolution of Hydraulic / Structural design of sub structure and super structure of gravity type dam with suitable provision of spillway, energy dissipaters, wing walls, scouring arrangement, proper upstream & downstream approaches , cutt off walls and other required appurtenances including preparation of detailed working drawings. Construction of check dam as per evolved and approved workable drawings including construction of sub structure, super structure & other required related structures for smooth functioning of the structure. ( Detailed technical parametres may be referred as per Data Sheet No. 01 attached with).
Vijay Kumar
RAM KISHAN CHANDEL
stage.html
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tech_eval.pdf
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fin_eval.pdf
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