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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹12.9 CrAccepted-AOC | ₹12.9 Cr Quoted ₹13.0 Cr | I | Accepted-AOC 1st lowest |
| 2 | IV₹1.6 CrRejected-AOC CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹1.6 Cr | IV | Rejected-AOC rejected |
| 3 | II₹13.2 CrRejected-AOC | ₹13.2 Cr | II | Rejected-AOC rejected |
| 4 | III₹15.1 CrRejected-AOC | ₹15.1 Cr | III | Rejected-AOC rejected |
| 5 | V₹17.3 CrRejected-AOC DAM ROAD TALWARA TOWNSHIP DISTT HOSHIARPUR PB | ₹17.3 Cr | V | Rejected-AOC rejected |
Tender Value
₹13.0 Cr
EMD Value
₹13.3 L
Closing Date
24 Nov 2021, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Dharampur Bharari
C/O Gabion structures on left Bank of River Beas RD 0 to 800 and Right Bank of Bakkar khad RD 0 to 250 to protect the 7 Nos percolation wells and 2 No. pump house
2021_HPIPH_53359_1
12120-12170 dated 10.11.2021
Open Tender
Civil Works
180 days
Sandhole
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
EE Dharampur Bharari
₹13.3 L
9 Feb 2022
10 Nov 2021
25 Nov 2021
10 Nov 2021
24 Nov 2021
10 Nov 2021
Amount
Hiring of earth cutting/excavating machineries to be deoployed for earth cutting, excavation or filling, making diversion bandh and channel wherever required including cost of fuel oil lubricants and wages of operational staff. Any breakage repair during operation will be carried out by the owner at his own risk and cost including shifting of machinery one place to another place at required location. Actual working hours will accounted for the payment and six hours working per day will required. Average minimum 20cm excavation in all kind of soils including loading in tippers/trucks and disposal of excavated earth within all lead and lifts will have to be ensured in one hour.
Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in :
Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfaction of Engineer-in-Charge.
Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.
Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete work 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in :
Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :-
Foundation footings bases of columns and the like and mass concrete. as per the direction and to the entire satisfaction of Engineer-in-charge upto all lead and lift.
Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing & placing of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.
Wire crates G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge.
Wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for seperately) G.I. wire 5mm thick corresponding to SWG-6, 15cmx15cm mesh in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.
Stone/Boulder filling under floor / behind retaining walls. as per direction and to the entire satisfaction of Engineer-in-Charge.
Unipro Techno Infrastructure Pvt Ltd
National India Construction Co.
Thakur Constructions
S.k.sharma contractor and engineer
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