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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 LAccepted-AOC | 1 | Accepted-AOC 1st | |
| 2 | 2₹3.7 L+₹63,000 (20.8%)Rejected-AOC 00 HAIDARPUR JAMALPUR ROAD SADAR JAUNPUR UTTAR PRADESH 222001 | JAUNPUR | UTTAR PRADESH | 222001 | 2 | Rejected-AOC 2nd | |
| 3 | 3₹4 L+₹97,000 (32.0%)Rejected-AOC | 3 | Rejected-AOC 3rd | |
| 4 | 4₹4.3 L+₹1.3 L (43.5%)Rejected-AOC | 4 | Rejected-AOC 4th |
Tender Value
Refer Docs
EMD Value
₹9,000
Closing Date
18 Nov 2021, 2:00 pmClosed
Superintending Engineer
S E ECTC SLDC Campus UPPTCL Lucknow
Soil Testing at 03 No. Locations for Construction of Special type Foundation for 220 K.V. Gonda Sohawal Double Circuit Transmission Line at Ghaghra River Near village Ailiparsouli district Gonda
2021_UPCTL_640166_1
30/ECTC(L)/2021-22
Open Tender
Civil Works
Item Rate
15 days
S E ECTC SLDC Campus UPPTCL Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Superintending Engineer, E.C.T.C, Lucknow
₹9,000
5 Jul 2022
4 Nov 2021
20 Nov 2021
4 Nov 2021
18 Nov 2021
4 Nov 2021
Amount
Under water- Mobilization of 1 number of boring rigs for underwater drilling equipment and manpower and demobilization of the same on completion/removal from site
Under water- Mobilization of floating platform for underwater drilling
Under water- (01) 150 mm dia boring through all kinds of soil N<100 including collection of disturbed/undisturbed samples and conducting SPT alternatively at 1.5 m interval and conducting required laboratory tests (under water) (02) Disturbed and undisturbed sample to be tested for grain size analysis, atterberg"s limit, direct shear test and chemical test (03) Undisturbed samples to be tested for required test like bulk and dry density, natural moisture content 1-D consolidation test, direct shear test, Tri axial test, consolidated drain test, swelling pressure test including swelling index etc. sample will be taken at required interval as directed by E/I.
On Ground- Shifting and setting of boring /drilling rigs on locations from one borehole to another
On Ground- (01) 150 mm dia boring through all kinds of soil N<100 including collection of disturbed/undisturbed samples and conducting SPT alternatively at 1.5 m interval and conducting required laboratory tests (02) Disturbed and undisturbed sample to be tested for grain size analysis, atterberg"s limit, direct shear test and chemical test (03) Undisturbed samples to be tested for required test like bulk and dry density, natural moisture content 1-D consolidation test, direct shear test, Tri axial test, consolidated drain test, swelling pressure test including swelling index etc.sample will be taken at required interval as directed by E/I.
Engineering analysis and submission of detailed Geo technical report in 1(one) number soft copy and 5(five) number hard copies including recommendation on depth and type of foundation to be adopted safe bearing capacites at specified depth Borelogs field test laboratory test and location plan
M/S R.K. ENTERPRISES
M/S GEOTECH TECHNICAL ASSOCIATES PRIVATE LIMITED
ARUN SOIL LAB PVT. LTD
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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