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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC VPO PUID TEHSIL AND DISTT KULLU HP | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹27.6 L (24.3%)Rejected-Finance | ₹1.4 Cr+₹27.6 L (24.3%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.5 Cr+₹37.4 L (32.9%)Rejected-Finance V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | ₹1.5 Cr+₹37.4 L (32.9%) | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹1.1 Cr
EMD Value
₹1.5 L
Closing Date
13 Mar 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Katrain
SH CO Gabion Wall of 3.75 mtr. 5.00 mtr. Height design, Toe wall, Appron for a length of 150 mtr. From RD 31100 to 31250 Job-6
2023_HPIPH_70121_1
NIT No. 10546-95 dt. 02-03-2023
Open Tender
Civil Works
Item Rate
180 days
Katrain
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
Yes
EE JSV Katrain
₹1.5 L
Yes
15 Dec 2023
3 Mar 2023
13 Mar 2023
4 Mar 2023
13 Mar 2023
4 Mar 2023
Amount
Earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas ( exceeding 30 cm in depth, 1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 mtrs and lift up to 1.5 mtrs., disposed earth to be levelled and neatly dressed. Exacavated earth be filled in back side of Gabion wall with in all leads and lifts as directed by Engineer-in-charge.
Providing Wire crate made of GI wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge.
Providing & laying stone filling in layers in Apron of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire the size of boulder / stone used in apron shall be larger then the opening of mesh i.e more than 15cm having proportionate weight not be less than 18kg (wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
Providing & Laying tor steel reinforcement for RCC work including bending, binding and placing in position complete in all floor level with in all leads and lifts
Loose stone filling behind the toe wall tightly dry hand packed with in all leads and lifts as directed by the Engineer-in-charge
CHARAN DASS
Balwant Kumar
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