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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹8.3 L
EMD Value
₹16,638
Closing Date
25 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Ankit Kumar, IDSE, EE, GE Chilka
GE CHILKA, INS CHILKA, KHURDA, ODISHA 752 037
CONSULTANCY SERVICES FOR PROVISION OF CLARIFLOCCULATOR, RAPID MIXER AND AERATOR SYSTEM IN THE EXISTING RAW WATER TREATMENT PLANT AT SOLAPOKHARI PUMP HOUSE, INS CHILKA
2026_MES_797369_1
3018/E3
Open Tender
Consultancy Services
Works
60 days
Garrison Engineer Chilka
Please refer tender documents
4 documents required · 4 mandatory
₹500
GE Chilka
₹16,638
Yes
7 Nov 2026
7 Nov 2026
27 Nov 2026
7 Nov 2026
25 Nov 2026
12 Nov 2026
8 Nov 2026 - 11 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Services for survey
Mobilization of survey equipment to the site and shifting them from one location to another for the survey work. | 1 | Job | - | - |
| 2 | Conduct of survey by total station of the existing raw water treatment plant area for collection of data on a site’s topography, existing infrastructures, pipe inlet levels by taking co ordinates from the existing two references (bench Mark co-ordinates and levels). | 1 | Job | - | - |
| - | Preparation of drawing that include information on the site’s topography, land boundaries and existing infrastructure. | 1 | Job | - | - |
| - | Geo technical investigation of the existing Raw Water Treatment Plant of INS Chilka
Mobilization of soil investigation equipment to the site and shifting them from One location to another for Insitu Tests. | 1 | Job | - | - |
| - | Boring holes of 150mm dia in all types of soil including weathered rock SDR & soft rock excluding hard rock upto 10 mtr depth.
(i) Conduct of SPT at every 1.5 mtr interval or change of strata which ever occur early.
(ii) Collection of (UDS) at every 1.5 m interval or change of strata which ever occurs earlier Minimum Gap of 500 mm shall be ensured between SPT & collection of UDS. | 20 | RM | - | - |
| - | Conducting all the Laboratory Tests for at laboratory as confirming to IS 2720 Part 1 to Part 8
(i) Visual and engineering classificatio
(ii) Sieve anaysis & hydrometer analysis
(iii) Atterberg’s limit
(iv) Specific gravity
(v) Bulk density
(vi) Moisture content
(vii) Swelling pressure on UDS
(viii) Free swell index
(ix) Determination of C & Phi values using direct shear (drained/ undrained) on remoulded sample/ Triaxial compression test (on UDS or remolded sample) | 2 | Each Bore Hole | - | - |
| - | Chemical analysis of ground water sample collected at watertable | 1 | Each Bore Hole | - | - |
| - | Chemical analysis of soil sample collected at each strata from each borehole | 2 | Each Bore Hole | - | - |
| - | Preparation of geo technical reports recommending the depth below the ground level at which the foundation system is to be laid and the allowable bearing pressure/SBC on the foundation levels/pile diameter & pile capacity. | 1 | Job | - | - |
| - | Details engineering consultancy services for installation for clariflocculator, Rapid Mixer and Aerator system in the existing Raw water treatment plant of INS Chilka
Preparation of process flow diagram indicating the capacity of clariflocclutor, rapid mixer and aerator systems and process parameters for the proposed scheme. Take over point (TOP) for conut technologies shall be before aerator system and after clariflocculator. Preparation of plant layout. | 1 | Lot | - | - |
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BOQ • 13.54 MB
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