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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | L1 | Accepted-Finance Being 1st lowest | |
| 2 | L2₹1.7 L+₹22,647 (15.3%)Rejected-Finance K701 MARVEL ZEPHYR KHARADI PUNE MAHARASHTRA 411014 UDYAM MH 26 0652381 27AADCE9912F1ZM B R | PUNE | MAHARASHTRA | 411014 | L2 | Rejected-Finance Being 2nd lowest | |
| 3 | L3₹2.4 L+₹88,980 (60.0%)Rejected-Finance | L3 | Rejected-Finance Being 3rd lowest | |
| 4 | L4₹2.5 L+₹97,647 (65.8%)Rejected-Finance | L4 | Rejected-Finance Being 4th lowest | |
| 5 | L5₹3.0 L+₹1.5 L (99.7%)Rejected-Finance C 401 410 KUKREJA CENTRE PLOT NO 13 SECTOR 11 CBD BELAPUR NAVI MUMBAI MAHARASHTRA CBD BELAPUR NAVI MUMBAI THANE MAHARASHTRA 400614 | THANE | MAHARASHTRA | 400614 | L5 | Rejected-Finance Being 5th lowest |
Tender Value
Refer Docs
Closing Date
6 Feb 2020, 6:00 pmClosed
Garrison Engineer I (P) Fy Kirkee
8, ENGINE HOUSE ROAD, ORDNANCE ESTATE, KIRKEE, PUNE-411003
SOIL INVESTIGATION FOR PROVN OF OVERHEAD TANK AT NEW TYPE-III, OLD TYPE-IIIAND TYPE II QTRS AT ORDNANCE ESTATE, AMBARNATH
2020_MES_312915_2
3012/Q/09/E3
Open Tender
Civil Works
Item Rate
60 days
Ambernath
As per NIT
2 documents required · 2 mandatory
₹0
Exempted
8 Feb 2020
29 Jan 2020
8 Feb 2020
29 Jan 2020
6 Feb 2020
29 Jan 2020
Amount
1. Drilling 100 mm dia holes in any type of soil and 75 mm dia (NX Size) in rock, upto 21 M depth respectively, collecting disturbed soil samples, rock cores form different licatin for carying out relevant laboratory test as directed by Engineer -In- Charge including mobilization of drilling rig & manpower inclusive of under mentioned tests:- (a) RL of GL/Foundation level with BM. (b) Conducting density test of soil (Lab Tests) (c) Collecting undisturbed soil samples (d) Grain Size. (e) Water absorption test (Lab test) (f) Swelling Index & Swelling pressure in case of black cotton soil. (g) Soaked crushing strength test on rock (h) Atterberg's limit on soil (j) Specific Gravity (k) Chemical Analysis of soil/water (l) Porosity of Rock (m) Recommendationed SBC should be given for all bore holes (n) Photoghraphic Record of Geo-Exploration as well as testing alongwith 03 sets of photographs shall also from part of the report (o) Recommendation as regards possiblility of liquifaction of soil in case of saturated or partially saturated loose/uncompacted sandy soils (p) Depth of ground water level 2. Compilation of field and Lab test results nd submission of soil investigation report in 03 Copies.
Eyrie Projects And Technology Pvt Ltd
Bhoomi Geotech Services
AN-ICON Engineering Technologies And Infrastructure Developments Pvt. Ltd
AAKAR ABHINAV Consultants Pvt. Ltd
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