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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC HPSEBL THALOUT | ₹2.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.7 Cr+₹29,413.63 (0.11%)Rejected-AOC VILL PANOH PO CHOURI TEHSIL SUJANPUR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹2.7 Cr+₹29,413.63 (0.11%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.7 Cr+₹79,626.67 (0.30%)Rejected-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹2.7 Cr+₹79,626.67 (0.30%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.7 Cr+₹84,827.50 (0.32%)Rejected-AOC | ₹2.7 Cr+₹84,827.50 (0.32%) | L4 | Rejected-AOC L4 |
| 5 | L5₹2.8 Cr+₹12.7 L (4.73%)Rejected-AOC | ₹2.8 Cr+₹12.7 L (4.73%) | L5 | Rejected-AOC L5 |
Tender Value
₹3.4 Cr
EMD Value
₹3.7 L
Closing Date
23 Aug 2022, 11:00 amClosed
Executive Engineer
JSV Division Barsar
Construction of Earthen Embankment included crated apron stone pitching 965 Rmt
2022_HPIPH_63434_1
7423-7522
Open Tender
Civil Works
Item Rate
365 days
Maan Khad Tipper
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
EE JSV Barsar
₹3.7 L
CE HZ JSV Hamirpur
18 Oct 2022
5 Aug 2022
23 Aug 2022
5 Aug 2022
23 Aug 2022
5 Aug 2022
5 Aug 2022 - 22 Aug 2022
10 Aug 2022
Amount
Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing or pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per the direction and to the entire satisfactions of the Engineer-in-charge.
Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per the direction and to the entire satisfactions of the Engineer-in-charge..(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).
Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two ) & minimum weight 250 grams/ squaremeters(two hundred fifty) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads & lifts as per the direction and to the entire satisfactions of the Engineer-in-charge.
Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to (SWG-6) of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.
Providing & Laying 15 cm thick sand layer on top of geofabric filter to protect it , including carriage of materials within all leads & lifts as per the direction and to the entire satisfactions of the Engineer-in-charge.
Providing & laying stone filling in apron of guide banks embankement in wire crates made of G.I wire filled with boulders with squate cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts as per the direction and to the entire satisfactions of the Engineer-in-charge.
Providing & laying stone pitching on side slopes of guide bank & toe wall protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately). including entire carriage of material within all leads & lifts as per the direction and to the entire satisfactions of the Engineer-in-charge.
Ashwani Kumar Govt Contractor
Vinay Kumar
gagan ohri
HS Engineers and Associates
Vijay Kumar
Sai Eternal Foundation
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