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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.5 Cr+₹89.8 L (153.8%)Admitted-Finance CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | L2 | Admitted-Finance | |
| 3 | L3₹1.6 Cr+₹97.4 L (166.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹1.6 Cr+₹98.9 L (169.5%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHANKAR DASS L1 | Thakur Constructions L2 | ANIL KUMAR VASHISHT(GOVT, CONTRACTOR) L3 | gagan ohri L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 999.93 | Cum | 125 ₹1,24,991.25 Lowest | 328 ₹3,27,977.04 | 350 ₹3,49,975.5 | 365 ₹3,64,974.45 |
| 2.00 | 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. | 390 | Cum | 200 ₹78,000 Lowest | 450 ₹1,75,500 | 470 ₹1,83,300 | 480 ₹1,87,200 |
| 3.00 | 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 | 11,925 | Sqm | 35 ₹4,17,375 Lowest | 450 ₹53,66,250 | 470 ₹56,04,750 | 475 ₹56,64,375 |
| 4.00 | 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. | 2,484.38 | Cum | 2,100 ₹52,17,198 Lowest | 3,600 ₹89,43,768 | 3,800 ₹94,40,644 | 3,830 ₹95,15,175.4 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
19 Feb 2021, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thunag Distt Mandi HP
Construction of Create wall embankment along the Tirthan Khad from RD 840 to 1230 390 Mtrs Left Side
2021_HPIPH_44034_1
13455-13525 dated 04/02/2021
Open Tender
Civil Works - Others
Fixed-rate
180 days
Balichowki
Please refer Tender documents.
6 documents required · 6 mandatory
₹800
Yes
Executive Engineer
₹1.1 L
Yes
23 Feb 2021
5 Feb 2021
20 Feb 2021
5 Feb 2021
19 Feb 2021
5 Feb 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.
Thakur Constructions
ANIL KUMAR VASHISHT(GOVT, CONTRACTOR)
gagan ohri
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