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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹32.3 LAccepted-AOC | ₹32.3 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹34.0 L+₹1.7 L (5.26%)Rejected-Finance DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | ₹34.0 L+₹1.7 L (5.26%) | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹34.6 L+₹2.3 L (7.18%)Rejected-Finance | ₹34.6 L+₹2.3 L (7.18%) | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹39.0 L+₹6.7 L (20.7%)Rejected-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹39.0 L+₹6.7 L (20.7%) | L-4 | Rejected-Finance Not found L-1 |
| 5 | L-5₹46.0 L+₹13.7 L (42.5%)Rejected-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹46.0 L+₹13.7 L (42.5%) | L-5 | Rejected-Finance Not found L-1 |
Tender Value
₹47.1 L
EMD Value
₹78,080
Closing Date
28 Feb 2022, 10:00 amClosed
Executive Engineer Jal Shakti Divn No.1 Una HP
Executive Engineer Jal Shakti Divn No.1 Una HP
Providing Flood Protection work in Bhadsali Khad to save Mohalla Thollian in Tehsil Haroli Distt. Una HP. (SH Construction of earthen embankment including crated apron and stone pitching from RD 20600/5000 to 20600/5450 on Right bank of Bhadsali
2022_HPIPH_57007_1
No. JSV-1/E -tender/ 22-17240-75 dt 19-02-2022
Open Tender
Civil Works
Item Rate
90 days
Bhadsali
as per NIT
8 documents required · 8 mandatory
₹800
Yes
Executive Engineer Jal Shakti Divn No.1 Una HP
₹78,080
Yes
2 Apr 2022
19 Feb 2022
28 Feb 2022
19 Feb 2022
28 Feb 2022
19 Feb 2022
19 Feb 2022 - 28 Feb 2022
Amount
Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge.(Spade Work).
Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).
Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half) & minimum weight 275 grams/ squaremeters(two hundred seventy five) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads & lifts
Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.
Providing & laying stone filling in apron of guide banks embankement in wire crates made of G.I wire filled with boulders with squate cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.
Providing & laying stone pitching on side slopes of guide bank & toe wall protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).including entire carriage of material within all leads & lifts and as per directions of the Engineer-in-charge.
abhishek khajanchi
sachin ohri govt contractor
Sohan Singh Govt. Contractor
Suresh Kumar
Ravinder Kumar Sahore
Surinder Kumar Thakur
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