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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 CrAccepted-AOC HIMACHAL PRADESH HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹2.2 Cr | 1 | Accepted-AOC The work was awarded to lowest bidder Sh. Sandeep kumar Sharma due to lowest bid amount |
| 2 | 2₹2.7 Cr+₹49.8 L (22.7%)Rejected-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹2.7 Cr+₹49.8 L (22.7%) | 2 | Rejected-Finance High rate |
| 3 | 3₹2.9 Cr+₹69.3 L (31.5%)Rejected-Finance NOT AVAILABLE | NA | NA | 121004 | ₹2.9 Cr+₹69.3 L (31.5%) | 3 | Rejected-Finance High rates |
| 4 | 4₹3.3 Cr+₹1.1 Cr (49.3%)Rejected-Finance NOT AVAILABLE | NA | NA | 121004 | ₹3.3 Cr+₹1.1 Cr (49.3%) | 4 | Rejected-Finance High Rate |
| 5 | 5₹3.5 Cr+₹1.3 Cr (60.8%)Rejected-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹3.5 Cr+₹1.3 Cr (60.8%) | 5 | Rejected-Finance High Rate |
Tender Value
₹3.7 Cr
EMD Value
₹4.0 L
Closing Date
15 Jul 2024, 11:00 amClosed
Executive Engineer
Jal Shakti Division Katrain
SH C O Retaining wall with skin reinforcement along with apron at RD 19830-20080 (250 mtrs.) Job No. 1
2024_HPIPH_89853_1
NIT No. 1096-1145 dated 29.06.2024
Open Tender
Civil Works
Item Rate
180 days
Katrain
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
EE Katrain
₹4.0 L
Yes
25 Oct 2024
29 Jun 2024
15 Jul 2024
30 Jun 2024
15 Jul 2024
30 Jun 2024
Amount
Earth work in cutting of all kind of soil using hydraulic excavator and disposal of the same by tippers if required up to all leads and lifts as per direction of Engineer in charge.
Earth work in excavation by mechanical means(hydraulic excavator)/manual means as per site requirement in all kind of soil for construction of flood protection work in river including disposal of excavated soil of foundation if required or using it for waleing river diversion structure in all leads and lifts as per the direction and satisfaction of Engineer in charge
Providing rubble stone properly hand packed behind retaining walls under floors in all leads and lifts as directed by Engineer-in-charge.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens & ballies, for all height of propping and centring and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts. The plates shall be sand papered and properly greased with oil before it placement for form work. The work shall be done to the entire satisfaction & direction of the Engineer-in-charge in: -
Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like -
Providing and laying cement concrete 1:4:8 ( One cement: Four sand: Eight graded stone aggregate forty millimeter nominal size )and curing complete excluding the cost of form in foundation and plinth within all leads and lifts
Providing & laying cement concrete 1:1.5:3(One cement :One & half sand: Three graded stone agregate of 20mm nominal size) including bailing out, pumping of water or diversion of river flow and curing complete excluding cost of from work and reinforcement for reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. in
Walls of any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor of any level including all leads and lifts etc. complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete including cost of binding wires with in all leads and lifts as per the entire satisfaction of the Engineer-in-Charge.
Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge.
Wire crate made of GI wire 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.
Consultancy charges for preparation, approval of design and drawings duly vatted from the NIT or IIT as per direction of Engineer in charge.
YOG RAJ
MNBN Enterprises
Devesh Construction
Rakesh Sen
Rishi Rajan
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