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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹1.3 Cr+₹2.4 L (1.90%)Rejected-Finance | ₹1.3 Cr+₹2.4 L (1.90%) | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹1.5 Cr+₹20.9 L (16.2%)Rejected-Finance | ₹1.5 Cr+₹20.9 L (16.2%) | L3 | Rejected-Finance OTHER THAN LOWEST |
| 4 | L4₹1.5 Cr+₹23.8 L (18.4%)Rejected-Finance 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | ₹1.5 Cr+₹23.8 L (18.4%) | L4 | Rejected-Finance OTHER THAN LOWEST |
| 5 | L5₹1.6 Cr+₹27.8 L (21.5%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹1.6 Cr+₹27.8 L (21.5%) | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹1.7 Cr
EMD Value
₹2.0 L
Closing Date
9 Sept 2021, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thunag Distt Mandi HP
Construction of crate Wall Embanking along the tirthan khad from RD 0 to RD 390 390 mtrs
2021_HPIPH_51706_1
8721-92 dated 26/08/2021
Open Tender
Civil Works - Others
Item Rate
180 days
Balichowki
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,500
Yes
Executive Engineere
₹2.0 L
Yes
17 Dec 2021
27 Aug 2021
10 Sept 2021
27 Aug 2021
9 Sept 2021
27 Aug 2021
Amount
Cutting in earth work and disposal of excavated earth in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sidesand bed stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth , sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge.
Wire crate made of GI wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately ) double twisted GI wire 5mm thick 15cmx15cm mesh corresponding to SWG-6 as per direction and to the entire satisfaction of the Engineer-in-charge
Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crate to be measured and paid for separately) the weight of each boulder should not less than 18 kg and as per entire satisfaction of the Engineer-in-charge)in all leads and lifts.
KAUL SINGH
om parkash kapoor
Kashmirilal Constructions Pvt. Ltd.
Rajesh Kumar
Ashadeep Construction Pvt Ltd
gagan ohri
PARMA NAND GOVT. CONTRACTOR
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