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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC VILL PO SITALKUCHI DIST COOCHBEHAR PIN 736158 STATE WEST BENGAL | COOCHBEHAR | COOCHBEHAR | WEST BENGAL | 736158 | ₹2.5 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹2.6 LRejected-Finance | ₹2.6 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹2.7 LRejected-Finance | ₹2.7 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹2.7 LRejected-Finance | ₹2.7 L | L4 | Rejected-Finance Other than L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Being not enlisted in MES |
| Sl No | Description | Qty | Unit | PRANTIK ASSOCIATES L1 | R.B TESTING L2 | S B ENGINNERING L4 | BISWAS ENGINEERING L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Mobilization of equipment to site for detailed soil investigation and shifting them location to location of boreholes and for in-situ tests | 1 | Each Job | 50,000 ₹50,000 | 50,000 ₹50,000 | 60,000 ₹60,000 | 55,000 ₹55,000 |
| 2.00 | Boring holes 150mm dia in any type of soil, but excluding any type of rock upto a depth as directed by Engineer-in-charge of conduction following activities:-
(a) Conduct of SPT at every 1.5m interval or change of strata whichever occurs earlier.
(b) Collection of undistrubed soil samples (UDS) at every 1.5m interval or change of starta whichever occurs earlier(a minimum gap of 500mm shall be ensured between SPT and collection of UDS). | 20 | RM | 4,500 ₹90,000 | 4,650 ₹93,000 | 4,550 ₹91,000 | 4,650 ₹93,000 |
| 3.00 | Drill holes in any type of rock (soft/hard) using hydraulic drilling machine within the borehole for cutting cores in rock and collection of cores of requisite size and length as per relevant IS standards. Drilling shall continue till minimum 5m into hard rock starta. | 10 | RM | 5,500 ₹55,000 | 5,500 ₹55,000 | 5,600 ₹56,000 | 5,650 ₹56,500 |
| 4.00 | Conduct of following laboratory test as per relevant Indian Standards [see IS 2720(all parts), IS 1498 and IS 3025] on soil samples collected:
(a) Test on disturbed/undisturbed soil samples:
(i) Visual and engineering classification:
(ii) Sieve analysis and hydrometer analysis:
(iii) Atterberg's limit.(liquid limit, plastic limit and shrinkage limit):
(iv) Specific gravity.
(v) Free swell index
(b) Test on undisturbed soil samples:
(i) Bulk Density and moisture content.
(ii) Unconfined compression test (on remoulded undisturbed sample):
(iii) Swelling pressure (on undisturbed and remoulded sample):
(iv) Determination of C & Ø values using Direct shear (drained/undrained) (On remoulded or undisturbed sample) or Triaxial compression test (on undistrubed or remouled sample). Or Vane shear test. | 2 | Each borehole | 10,000 ₹20,000 | 10,000 ₹20,000 | 12,000 ₹24,000 | 10,500 ₹21,000 |
| 5.00 | Conduct of following laboratory tests on rock samples/cores collected from boreholes as per relevant Indian Standards [ see IS 2720(all parts) and IS 1498, IS 9143, IS 13030,IS 9221,IS 8764, IS 9179, IS 10050,IS 10082,IS 10782,IS 12608,IS 13047,IS3025]:
(a) Visual Classification
Density
Specific gravity
Hardness
Uniaxial compression test(both saturated and
Point load strength index
RQD (Rock Quailty Designation) | 2 | Each borehole | 10,000 ₹20,000 | 10,000 ₹20,000 | 10,000 ₹20,000 | 10,500 ₹21,000 |
| 6.00 | Chemical analysis of ground water sample collected at bottom of one boreholes. | 1 | Each | 10,000 ₹10,000 | 10,000 ₹10,000 | 12,000 ₹12,000 | 10,000 ₹10,000 |
| 7.00 | Chemical analysis of soil samples one each from each strata in respect of one borehole. If different strata (s) encountered in any other borehole addition soils samples to be analysed | 1 | Each Job | 10,000 ₹10,000 | 10,000 ₹10,000 | 10,000 ₹10,000 | 10,000 ₹10,000 |
Updated dates
Tender Value
₹2.7 L
EMD Value
₹5,400
Closing Date
16 Mar 2026, 6:00 pmClosed
Ankit Kumar, IDSE, EE, GE CHILKA
GE CHILKA, INS CHILKA, KHURDA, ODISHA 752 037
SOIL INVESTIGATION FOR PROVISION OF LIGHTING ARRANGEMENT AND SEATING GALLERY AT PARADE GROUND AT INS CHILKA
2026_MES_753982_1
3044/E3 OF 2025-26
Open Tender
Consultancy Services
30 days
GARRISON ENGINEER CHILKA
Please refer tender docu
5 documents required · 5 mandatory
₹300
Yes
GE CHILKA
₹5,400
Yes
10 Apr 2026
24 Feb 2026
18 Mar 2026
24 Feb 2026
16 Mar 2026
1 Mar 2026
25 Feb 2026 - 27 Feb 2026
Mobilization of equipment to site for detailed soil investigation and shifting them location to location of boreholes and for in-situ tests
Boring holes 150mm dia in any type of soil, but excluding any type of rock upto a depth as directed by Engineer-in-charge of conduction following activities:- (a) Conduct of SPT at every 1.5m interval or change of strata whichever occurs earlier. (b) Collection of undistrubed soil samples (UDS) at every 1.5m interval or change of starta whichever occurs earlier(a minimum gap of 500mm shall be ensured between SPT and collection of UDS).
Drill holes in any type of rock (soft/hard) using hydraulic drilling machine within the borehole for cutting cores in rock and collection of cores of requisite size and length as per relevant IS standards. Drilling shall continue till minimum 5m into hard rock starta.
Conduct of following laboratory test as per relevant Indian Standards [see IS 2720(all parts), IS 1498 and IS 3025] on soil samples collected: (a) Test on disturbed/undisturbed soil samples: (i) Visual and engineering classification: (ii) Sieve analysis and hydrometer analysis: (iii) Atterberg's limit.(liquid limit, plastic limit and shrinkage limit): (iv) Specific gravity. (v) Free swell index (b) Test on undisturbed soil samples: (i) Bulk Density and moisture content. (ii) Unconfined compression test (on remoulded undisturbed sample): (iii) Swelling pressure (on undisturbed and remoulded sample): (iv) Determination of C & Ø values using Direct shear (drained/undrained) (On remoulded or undisturbed sample) or Triaxial compression test (on undistrubed or remouled sample). Or Vane shear test.
Conduct of following laboratory tests on rock samples/cores collected from boreholes as per relevant Indian Standards [ see IS 2720(all parts) and IS 1498, IS 9143, IS 13030,IS 9221,IS 8764, IS 9179, IS 10050,IS 10082,IS 10782,IS 12608,IS 13047,IS3025]: (a) Visual Classification Density Specific gravity Hardness Uniaxial compression test(both saturated and Point load strength index RQD (Rock Quailty Designation)
Chemical analysis of ground water sample collected at bottom of one boreholes.
Chemical analysis of soil samples one each from each strata in respect of one borehole. If different strata (s) encountered in any other borehole addition soils samples to be analysed
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