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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 7 SRISTIDHAR DUTTA LANE HATIBAGAN HATIBAGAN KOLKATA WEST BENGAL 700006 | KOLKATA | WEST BENGAL | 700006 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance OFFICE NO 10 GAURI COMPLEX CBD BELAPUR NAVI MUMBAI NAVI MUMBAI PANVEL MAHARASHTRA 400614 | THANE | MAHARASHTRA | 400614 | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
4 Aug 2021, 5:00 pmClosed
Project Director Bhubaneswar
WAPCOS PMC office, N3/200, IRC village, Nayapalli. Odisha - 751015
Appointment of Agency for providing Topographical Surveys and Geotechnical Investigations including technical assistance services and vetting of DPRs of Bridge Projects in Various Districts of Odisha
2021_WAPCO_82415_1
WAP/BBSR/PMC/RW/01
Open Tender
Survey
Item Rate
60 days
Odisha
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
WAPCOS Limited
Exempted
24 Sept 2021
17 Jul 2021
5 Aug 2021
17 Jul 2021
4 Aug 2021
19 Jul 2021
Topographical Survey
Detailed Topographical Survey work of Bridge location as per scope of work ( No. of locations 18).
Precise survey of cross-section of River/ Nallah at each bridge location.
Precise survey of Longitudinal Section at each bridge location
Carrying out the GTS level/Elevation from Available Bench mark up to 5 km Distance
Construction of 2 Pillars for Bench Mark at each bridge location .e. Providing 150 mm X 150 mm X1000 mm size cut stone granite pillars for Bench mark level, 500mm below ground level and 500 mm above the ground, embedded in concrete with ratio1:2;4, 300 mm X300.
Geotechnical Investigation Work
Mobilization and demobilization and relocation of equipment’s, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical Investigation for each bridge location
Preparation of Platform by staging for the execution of boreholes inside the river body/bed ( for each Bridge Location)
Boring holes of 100 mm – 150 mm dia. in all type of soil (sand, silt, clay, mixture of all these) by shell and auger method to the specified depth of 15 metre or refusal as per the specifications in relevant IS codes including casing as per site specific requirement (Refusal shall mean when SPT field “N” values reaches 100 for 30 cm penetration of SPT sampler),. Boring GL to 20m or upto recommended depth by Engineer-i-charge . The items above shall include
conducting SPT in bore holes at 1.5m interval or at
Providing Technical Assistance in Preparing, Vetting from NIT/IIT/College and Approval of DPRs from Client
Providing Technical Assistance in Preparing, Vetting from NIT/IIT/College and other services for approval of DPRs
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