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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹98.8 L+₹9.2 L (10.3%)Rejected-AOC CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | L2 | Rejected-AOC NOT FOUND L1 | |
| 3 | L3₹1.1 Cr+₹24.1 L (26.9%)Rejected-AOC | L3 | Rejected-AOC NOT FOUND L1 | |
| 4 | L4₹1.2 Cr+₹27.9 L (31.1%)Rejected-AOC VPO CHAMBI | CHAMBA | HIMACHAL PRADESH | 176207 | L4 | Rejected-AOC NOT FOUND L1 | |
| 5 | L5₹1.2 Cr+₹31.5 L (35.2%)Rejected-AOC | L5 | Rejected-AOC NOT FOUND L1 |
Tender Value
₹1.0 Cr
EMD Value
₹1.4 L
Closing Date
19 Nov 2021, 5:00 pmClosed
Executive Engineer
JSV Division No. 1 Kullu
C O of Gabion wall of 3.75 mtr height design, toe wall, appron for a length of 150 mtr from RD 30550 to 30700 Job-II
2021_HPIPH_53479_1
13374-13423
Open Tender
Civil Works
Item Rate
Kullu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
EE JSV Division No.1 Kullu
₹1.4 L
Yes
11 May 2022
11 Nov 2021
20 Nov 2021
11 Nov 2021
19 Nov 2021
12 Nov 2021
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.
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 separately) GI wire 5mm thick corresponding ot 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 less than 18 Kg (wire crate to be measured and paid for separately) including carriage of material within all leads and 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 with hard stone of approved quarry with in all leads and lift as directed by the Engineer-In-charge
Thakur Constructions
KDN Infrastructure Pvt. Ltd.
AMAR CHAND NEGI
Tek Singh Raghav
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