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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹56.7 L+₹52,761.32 (0.94%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹58.5 L+₹2.3 L (4.12%)Rejected-Finance WARD NO 6 LOWER DHALPUR DISTT KULLU HP | L3 | Rejected-Finance Rejected | |
| 4 | L4₹63.6 L+₹7.5 L (13.3%)Rejected-Finance VILL PO GANVI TEH RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | L4 | Rejected-Finance Rejected | |
| 5 | L5₹64.2 L+₹8.1 L (14.3%)Rejected-Finance VILL CHUNI P O BAGAHAR TEHSIL KOTKHAI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L5 | Rejected-Finance Rejected |
Tender Value
₹79.7 L
EMD Value
₹1.1 L
Closing Date
4 May 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Katrain
SH C O Gabion Wall of 3.75 mtr. 5.00 height design, Toe wall, Appron for a length of 100 mtr. From RD 30700 to 30800 Job-3
2023_HPIPH_72422_1
NIT No. 785-834 dt. 21-04-2023
Open Tender
Civil Works
Item Rate
180 days
Katrain
Please refer Tender documents.
7 documents required · 7 mandatory
₹800
Yes
EE Katrain
₹1.1 L
Yes
28 Jun 2023
22 Apr 2023
4 May 2023
22 Apr 2023
4 May 2023
22 Apr 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
Zakir Hussain
ATUL GUPTA
BHAGWAN DASS
shubham chauhan
Pardeed Kumar
MNBN Enterprises
Chander Kant
Rajesh Kumar
Ajeet Sharma
Kapil Dev
Gaurav Thakur
Ramesh Kumar
Mohar Singh Thakur
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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