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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | ₹16.9 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹18.7 LRejected-Finance | ₹18.7 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹19.0 LRejected-Finance | ₹19.0 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹19.0 LRejected-Finance VILL PO SITALKUCHI DIST COOCHBEHAR PIN 736158 STATE WEST BENGAL | COOCHBEHAR | COOCHBEHAR | WEST BENGAL | 736158 | ₹19.0 L | L4 | Rejected-Finance Other than L1 |
| 5 | Rejected-Technical ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | - | - | Rejected-Technical Not auth for soil investigation |
| Sl No | Description | Qty | Unit | R.B TESTING L1 | PRANTIK ASSOCIATES L4 | BISWAS ENGINEERING L3 | S B ENGINNERING L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Consulting detailed topographical survey at grid internal of 3m C/c which includes allocation of boundary , locating all the existing structures/services etc getting information about under ground cables sewer lines, fire control system etc. from various sources and compilation of available data at site.
Note:
Level sheet along with Contour drawing in proper scale should be submitted in A0 size paper along with soft copy | 2.5 | Ha | 40,000 ₹1 L | 47,000 ₹1.2 L | 45,500 ₹1.1 L | 45,000 ₹1.1 L |
| 2.00 | Mobilization of equipment to site for detailed soil investigation and shifting them location to location of boreholes and for in-situ tests | 1 | Job | 50,000 ₹50,000 | 60,000 ₹60,000 | 60,000 ₹60,000 | 50,000 ₹50,000 |
| 3.00 | Boring holes 150mm dia in any type of soil including weathered rock, SDR and soft rock, but excluding hard rock/fractured rock upto a depth until hard rock/ fractured rock strata encountered including 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).
Note:-
(i) Drilling in hard rock/fractrued rock shall be measured and paid under item No.3. here in afters
(ii) In case of meeting boulders, the boring beyond boulder depth shall be measured under this item.
(iii) In case of non-feasility of collection of undisturbed soil sample, disturbed soil sample shall be collected, duly recording the reasons. | 180 | Rm | 2,800 ₹5.0 L | 3,100 ₹5.6 L | 3,100 ₹5.6 L | 3,000 ₹5.4 L |
| 4.00 | Drill holes in hard rock/fractured rock 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 or 10m depth whichever is more. | 140 | Mtr | 4,200 ₹5.9 L | 4,365 ₹6.1 L | 4,365 ₹6.1 L | 4,400 ₹6.2 L |
| 5.00 | 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. | 15 | Each Borehole | 10,000 ₹1.5 L | 15,200 ₹2.3 L | 15,200 ₹2.3 L | 15,000 ₹2.3 L |
| 6.00 | 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]:
(i) Visual Classification;
(ii) Density
(iii) Specific gravity
(iv) Hardness
(v) Degree fo weathering
(vi) Uniaxial compression test(both saturated and unsaturated.
(vii) Point load strength index;
(viii) RQD (Rock Quailty Designation)
Note:
(a) Item to be operated only in case of encountering rock in borehole with the writtern permission of GE.
(b) This is complsory item for the cases where pile foundation is anticipated. | 15 | Each Borehole | 8,000 ₹1.2 L | 8,700 ₹1.3 L | 8,700 ₹1.3 L | 8,500 ₹1.3 L |
| 7.00 | Chemical analysis of ground water sample collected at bottom of one boreholes. | 3 | Each | 5,000 ₹15,000 | 5,100 ₹15,300 | 5,100 ₹15,300 | 5,000 ₹15,000 |
| 8.00 | 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 | 15 | Each Borehole | 5,000 ₹75,000 | 5,100 ₹76,500 | 5,100 ₹76,500 | 5,000 ₹75,000 |
| 9.00 | Conduct of plate load test to determine " Subgrade modulus" in accordance with IS 9214 at subgrade level and IS 1888 to determine
(a) Bearing Capacity of the soil.
(b)Type of foundation based on Safe Bearing Capacity.
(c) Settlement corresponding to specific loading from load settlement curve. | 3 | Each | 30,000 ₹90,000 | 35,000 ₹1.1 L | 35,000 ₹1.1 L | 35,000 ₹1.1 L |
Updated dates
Tender Value
₹24.7 L
EMD Value
₹49,500
Closing Date
30 Oct 2025, 6:00 pmClosed
Ankit Kumar, IDSE, EE, GE CHILKA
GE CHILKA, INS CHILKA, KHURDA, ODISHA 752 037
SOIL INVESTIGATION FOR PROVISION OF DEFICIENT SINGLE LIVING ACCOMMODATION AND TRAINING INFRASTRUCTURE FOR TRAINEE SAILOR AT INS CHILKA (PHASE II)
2025_MES_734031_1
3044/E3 OF 2025-26
Open Tender
Survey
45 days
GARRISON ENGINEER CHILKA
AS PER NOTICE OF JOB ORDER
5 documents required · 5 mandatory
₹500
Yes
GE CHILKA
₹49,500
Yes
18 Dec 2025
9 Oct 2025
1 Nov 2025
10 Oct 2025
30 Oct 2025
16 Oct 2025
11 Oct 2025 - 14 Oct 2025
Amount
Consulting detailed topographical survey at grid internal of 3m C/c which includes allocation of boundary , locating all the existing structures/services etc getting information about under ground cables sewer lines, fire control system etc. from various sources and compilation of available data at site. Note: Level sheet along with Contour drawing in proper scale should be submitted in A0 size paper along with soft copy
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 including weathered rock, SDR and soft rock, but excluding hard rock/fractured rock upto a depth until hard rock/ fractured rock strata encountered including 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). Note:- (i) Drilling in hard rock/fractrued rock shall be measured and paid under item No.3. here in afters (ii) In case of meeting boulders, the boring beyond boulder depth shall be measured under this item. (iii) In case of non-feasility of collection of undisturbed soil sample, disturbed soil sample shall be collected, duly recording the reasons.
Drill holes in hard rock/fractured rock 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 or 10m depth whichever is more.
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]: (i) Visual Classification; (ii) Density (iii) Specific gravity (iv) Hardness (v) Degree fo weathering (vi) Uniaxial compression test(both saturated and unsaturated. (vii) Point load strength index; (viii) RQD (Rock Quailty Designation) Note: (a) Item to be operated only in case of encountering rock in borehole with the writtern permission of GE. (b) This is complsory item for the cases where pile foundation is anticipated.
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
Conduct of plate load test to determine " Subgrade modulus" in accordance with IS 9214 at subgrade level and IS 1888 to determine (a) Bearing Capacity of the soil. (b)Type of foundation based on Safe Bearing Capacity. (c) Settlement corresponding to specific loading from load settlement curve.
S B ENGINNERING (BID ID -3454549)
BISWAS ENGINEERING (BID ID -3454487)
PRANTIK ASSOCIATES (BID ID -3454518)
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