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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance | ₹2.9 L | L1 | Accepted-Finance Admitted found reasonable for acceptance |
| 2 | L2₹3.4 L+₹47,050 (16.0%)Rejected-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹3.4 L+₹47,050 (16.0%) | L2 | Rejected-Finance Rejected L1 being Accepted |
| 3 | L3₹4.1 L+₹1.1 L (38.4%)Rejected-Finance | ₹4.1 L+₹1.1 L (38.4%) | L3 | Rejected-Finance Rejected L1 being Accepted |
| 4 | L4₹4.2 L+₹1.3 L (44.2%)Rejected-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹4.2 L+₹1.3 L (44.2%) | L4 | Rejected-Finance Rejected L1 being Accepted |
| 5 | L5₹6.2 L+₹3.2 L (109.7%)Rejected-Finance | ₹6.2 L+₹3.2 L (109.7%) | L5 | Rejected-Finance Rejected L1 being Accepted |
Tender Value
Refer Docs
EMD Value
₹9,014
Closing Date
15 Nov 2022, 9:00 amClosed
Garrision Engineer, CHILKA
GE Chilka, INS Chilka, Khurda, Odisha-752037
Soil Investigation for Proposed of Watch Tower for augmentation of Security infrastructure at INS Chilka
2022_MES_557685_1
3016/EQTN/05/E3
Open Tender
Survey
Works
60 days
GE CHILKA (INS CHILKA)
As Per NIT
5 documents required · 5 mandatory
₹0
₹9,014
Yes
30 Nov 2022
18 Oct 2022
21 Nov 2022
18 Oct 2022
15 Nov 2022
21 Oct 2022
Amount
Soil Investigation
Mobilization of equipment 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 for conduction following activities :- (a) Conduct of SPT at every 1.5m interval or chage of strata whichever occurs earlier. (b) Collection of undistrubed soil samples(UDS) at every 1.5m interval or chage 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 distrubed/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 tes on rock smaples/cores collected from boreholes as per relevant Indian Standards [see IS 2720(all parts) and IS 1498,IS9143,IS13030, IS 9221, IS 8764, IS 9179, IS 10050, IS 10782, IS 12608, IS 13047, IS 3025] (a) Visual Classification (b) Density (c) Specific Gravity (d) Hardness (e) Slake Durability (f) Uniaxial Compression test(both saturated and (g) Point load strength index (h) RQD (Rock Quality 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
Interstellar Testing Centre Private Limited
Suvadra Consultants
Shree Balaji Test House Pvt.Ltd.
S.M. Consultants
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