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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC V P O JAWALAMUKHI TEHSIL JAWALAMUKHI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹2.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 Cr+₹10.6 L (3.70%)Rejected-AOC VILLAGE PO KANOH TEHSIL BARSAR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹3.0 Cr+₹10.6 L (3.70%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.1 Cr+₹25.7 L (9.00%)Rejected-AOC VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | ₹3.1 Cr+₹25.7 L (9.00%) | L3 | Rejected-AOC L3 |
| 4 | L4₹3.2 Cr+₹37.2 L (13.0%)Rejected-AOC | ₹3.2 Cr+₹37.2 L (13.0%) | L4 | Rejected-AOC L4 |
| 5 | L5₹3.3 Cr+₹46.8 L (16.4%)Rejected-AOC VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹3.3 Cr+₹46.8 L (16.4%) | L5 | Rejected-AOC L5 |
Tender Value
₹4.0 Cr
EMD Value
₹4.3 L
Closing Date
11 Mar 2024, 11:00 amClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkagha
C O wire crate embankment and Apron of various RD s and C O Protection wall of Various RD s
2024_HPIPH_87469_1
16605-60 dt. 29.02.2024
Open Tender
Civil Works
Item Rate
548 days
Sarkaghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Executive Engineer JS Division Sarkaghat
₹4.3 L
Yes
Dharampur
20 Apr 2024
29 Feb 2024
11 Mar 2024
29 Feb 2024
11 Mar 2024
29 Feb 2024
7 Mar 2024
Amount
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lead and liftes clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to all leads and lifts.
Wire crates of G.I wire filled with bolders with squarecut faces against the wire ( Boulder filling to be measured and paid for separately) with G.I wire 5mm thick corresponding to SWG-6.(15cm*15cm meshdouble knot). In all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
Wire crates of G.I wire filled with bolders with squarecut faces against the wire (wire crates to be measured and paid for separately) in all leads and lifts as per direction and to the entire satisfaction of Engneer-in-Charge.
Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-
Vertical surface such as wall ( any thickness) partition and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer-in-Charge.
Anurag Deep
MS Kamal Dev Sharma
gagan ohri
R D Eco Paryavaran
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