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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹86.8 LAccepted-Finance | ₹86.8 L | 1 | Accepted-Finance L-1 |
| 2 | 2₹87.1 L+₹37,350 (0.43%)Accepted-Finance | ₹87.1 L+₹37,350 (0.43%) | 2 | Accepted-Finance NOT DELIBERATED |
| 3 | 3₹88.1 L+₹1.3 L (1.55%)Accepted-Finance OFFICE NO 1301 TO 1310 ZION PLOT 273 SECTOR 10 KHARGHAR NAVI MUMBAI RAIGAD MAHARASHTRA 410210 INDIA | RAIGAD | MAHARASHTRA | 410210 | ₹88.1 L+₹1.3 L (1.55%) | 3 | Accepted-Finance NOT DELIBERATED |
| 4 | 4₹90.6 L+₹3.8 L (4.42%)Accepted-Finance | ₹90.6 L+₹3.8 L (4.42%) | 4 | Accepted-Finance NOT DELIBERATED |
| 5 | 5₹91.7 L+₹5.0 L (5.71%)Accepted-Finance 1ST FLOOR MALVIYA NAGAR CEG MALVIYA INDUSTRIAL AREA B 11 G VILLAGE TOWN JAIPUR CITY JAIPUR JAIPUR RAJASTHAN 302017 INDIA | JAIPUR | RAJASTHAN | 302017 | ₹91.7 L+₹5.0 L (5.71%) | 5 | Accepted-Finance NOT DELIBERATED |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
28 Dec 2023, 3:00 pmClosed
GM/CED
5th Floor, RITES BHAWAN, Shikhar, Gurgaon
Geotechnical Investigation for Study of the proposed alignment in the vicinity of proposed Seven tunnels from Dungarpur to Ratlam via Banswara
2023_RITES_178114_1
RITES/UI/CED/ RITES/ CED/ GT/Dungarpur-Ratlam/2023
Open Tender
Survey and Investigation services
Item Rate
90 days
BANSWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.3 L
Yes
7 Apr 2025
15 Dec 2023
29 Dec 2023
15 Dec 2023
28 Dec 2023
16 Dec 2023
15 Dec 2023 - 28 Dec 2023
Amount
Mobilization and demobilization charges of drilling equipment and manpower. minimum 6 nos. of hydraulic rig need to be deployed)
Erection and shifting of drilling equipment from one bore site to another bore hole site and construction of working platform drilling machine including making of approaches and arrangement of water for drilling
Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils/overburden
Drilling of NX size bore holes (75mm dia.) in all types of rock (weathered and fresh rock) and collection of rock core samples from bore holes at Tunnel sites up to required depth including preserving of rock cores in core boxes
In-situ permeability test in bore hole at Tunnel sites
Conducting Deformability of rock materials test (young’s modulus, poisson ratio, modulus of deformability, stress strain curve, failure energy) IS 9221, IS 9143 for rock samples in laboratory
Conducting Tensile strength of rock materials (indirect tensile strength, 'Brazilian test') IS 10082 for rock sample in laboratory
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CEG Test House And Research Centre Pvt. Ltd.
EAGLECON HEAVY WORKS
Geo Designs and Research Pvt Ltd
Constell Consultants Pvt. Ltd.
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