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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.1 LAccepted-AOC VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | 1 | Accepted-AOC Due to 1st Lowest | |
| 2 | 2₹34.7 L+₹2.6 L (8.09%)Rejected-Finance 1901 MOROCCAN ROYAL PALMS AAREY COLONY GOREGAON EAST MUMBAI 400065 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400065 | 2 | Rejected-Finance Due to 2nd Lowest | |
| 3 | 3₹36.0 L+₹3.9 L (12.0%)Rejected-Finance | 3 | Rejected-Finance Due to 3rd Lowest | |
| 4 | 4₹36.1 L+₹4.0 L (12.4%)Rejected-Finance | 4 | Rejected-Finance Due to 4th Lowest | |
| 5 | 5₹36.3 L+₹4.2 L (12.9%)Rejected-Finance | 5 | Rejected-Finance Due to 5th Lowest |
Tender Value
₹47.0 L
EMD Value
₹77,941
Closing Date
21 Jul 2020, 11:00 amClosed
Executive Engineer
Swan River Flood Management Project Division Haroli
Construction of 475 mtrs. earthen embankments including wire crated apron from RD 24725/2500/1400 to 24725/2500/1875 on right bank of Athmai Khad sub tributary of Pandoga Khad on Right Bank of Swan River.
2020_HPIPH_38679_1
EESRFMPDHaroliAthmai939-1038 dated 07-07-2020
Open Tender
Civil Works
Item Rate
90 days
Una
Please refer Tender documents.
9 documents required · 9 mandatory
₹800
EE SRFMP Division Haroli
₹77,941
Yes
21 Oct 2020
7 Jul 2020
21 Jul 2020
7 Jul 2020
21 Jul 2020
7 Jul 2020
7 Jul 2020 - 21 Jul 2020
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.
Excavation in earth work in all kinds of soils & 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 as per directions of the Engineer-in-charge.(The earth should be of approved parameter from borrow area for construction of 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 confirming to specifications as per terms and conditions No. 19, 20 & 21 and as per directions of the Engineer-in-charge.
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 slope pitching including carriage of materials within all leads and lifts and as per directions of the Engineer-in-charge.
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 and as per the directions of the Engineer-in-charge.
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.
BACHITTAR SINGH AND CO
Lalit Joshi
Rajan Thakur
SHUBHAM JARIAL
udayveer singh
Deepankar Singh Kanwar
SHIV KANT PRASHAR
Dhreeraj Sharma
Lakhwinder Infrastructures
Thakur Constructions
Pershant Rai
karnail singh
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