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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹13.7 L | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹15.9 L+₹2.2 L (15.7%)Rejected-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹15.9 L+₹2.2 L (15.7%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹19.3 L+₹5.6 L (40.5%)Rejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹19.3 L+₹5.6 L (40.5%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹19.4 L+₹5.7 L (41.5%)Rejected-Finance | ₹19.4 L+₹5.7 L (41.5%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹21.6 L+₹7.9 L (57.3%)Rejected-Finance | ₹21.6 L+₹7.9 L (57.3%) | L5 | Rejected-Finance Other than lowest bidder |
Tender Value
Refer Docs
EMD Value
₹56,760
Closing Date
1 Jul 2021, 6:00 pmClosed
GE (I) (P) No 02 Leh
GE (I) (P) No 2 LEH C/O 56 APO PIN-914138
CONSULTANCY FOR SOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY FOR OTM ACCN FOR LADAKH SCOUTS BN AT KARU (PH-IV OF V PHASES).
2021_MES_450373_1
GE(I) (P) NO-2/Leh-02/2021-22
Open Tender
Civil Works
Item Rate
45 days
LEH LADAKH
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE (I) (P) No 02 Leh
₹56,760
Yes
8 Sept 2021
10 Jun 2021
3 Jul 2021
12 Jun 2021
1 Jul 2021
24 Jun 2021
Amount
Mobilization of mechanical drilling equipment/rig and shifting of entire arrangement as specified and directed.
Shifting of equipments from one bore to another hole location and setting of boring/drilling rig specified and directed.
Boring 100mm dia bore holes to any depth through any type of strata up to 10.00 meter. (Note:- Please refer drawings for location of bore hole)
Collection of undisturbed soil samples at any change of strata in 100 mm bore thin walled tube including waxing sealing packing and transporting to the lab.
Carrying out standard penetration test (S.P.T) and soil bearing capacity including collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata and submit the report with all requisite data.
Carrying out necessary tests as per relevant IS codes on all collected samples which include the determination of (a) Atterberg Limites (b) Natural moisture content (c) Wet and dry density (d) Soil Particle size distribution using sieve/hydrometer analysis (e) Tri-axial shear test c & ø determination (f) Shrinkable limit (g) Consolidation test (h) Specific gravity test for sand/rock (j) Crushing strength of rock samples (k) Permeability test (l) Chemical analysis of ground water sample (Min 02 samples) (m) Free soil index (n) Chemical analysis of soil
Conducting Topographical Survey using Electronic Total Station for preparation of site/contour plan, taking all ground features like Road, buildings, drain, E.T/telephone poles, etc. Taking spot levels at 3.00m grid with Preparation and submission of three coloured drawings along with CD complete all as specified and directed.
Interstellar Testing Centre Private Limited
Rishi Markandeshwar Engineering Consultant
National Soil Testing and Research Laboratories
ATCON ENGINEERS
SPACE ENGINEERS CONSORTIUM PRIVATE LIMITED
Geotech Engineering Services
Soigne Engineering Consultants
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