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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹2.9 Cr+₹5.8 L (1.96%)Accepted-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹2.9 Cr+₹5.8 L (1.96%) Quoted ₹3.0 Cr | L2 | Accepted-AOC lowest |
| 2 | L1₹2.9 CrRejected-Finance | ₹2.9 Cr | L1 | Rejected-Finance Lowest 1 |
| 3 | L3₹3.3 Cr+₹38.6 L (13.2%)Rejected-Finance | ₹3.3 Cr+₹38.6 L (13.2%) | L3 | Rejected-Finance Highest |
| 4 | L4₹3.4 Cr+₹46.4 L (15.8%)Rejected-Finance VILL PANOH PO CHOURI TEHSIL SUJANPUR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹3.4 Cr+₹46.4 L (15.8%) | L4 | Rejected-Finance Highest |
| 5 | L5₹3.4 Cr+₹48.6 L (16.6%)Rejected-Finance | ₹3.4 Cr+₹48.6 L (16.6%) | L5 | Rejected-Finance Highest |
Tender Value
₹3.6 Cr
EMD Value
₹3.9 L
Closing Date
14 Sept 2021, 11:00 amClosed
Executive Engineer
Jal Shakti Division Fatehpur
C/o Earthen embankment with crate work pitching of Fatehpur Khad near Fatehpur from RD 0 Mtr to RD 900 mtr on both banks of Fatehpur Khad.
2021_HPIPH_51921_1
EE-JSD/FTR/TENDER-6660-6700
Open Tender
Civil Works
Item Rate
120 days
JSDF
As per notice Inviting Tender
9 documents required · 9 mandatory
₹2,500
EEJSD Fatehpur
₹3.9 L
Yes
22 Apr 2022
4 Sept 2021
14 Sept 2021
4 Sept 2021
14 Sept 2021
4 Sept 2021
Amount
Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper 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 whereas 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 satisfaction of the Engineer-in-charge.( for 250X60 cm Apron)
Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions of the Engineer-in-charge.(GOOD EARTH)
Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions breaking clods, ramming and 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. (LOCAL EARTH).
Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half)and minimum weight 275 grams/squaremeters(two hundred seventy five) in suitable width including lap folding and jointing etc.complete including carriage of materials within all leads and lifts as per satisfactions of the Engineer-in-Charge.
Providing & laying stone filling 0.30 mtr. thick in two 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(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
Providing and laying stone pitching on slopes of guide banks and protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately.
Providing and laying 900mm dia RCC pipe complete in all respect
Providing and laying 10cm thick layer of sand on geofebric filter complete in all respect within all leads and lifts ads per direction and entire satisfection of engineer in Charge.
Vinay Kumar
RS CONSTRUCTIONS
Ashwani Kumar Govt Contractor
malkiat singh govt cont
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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