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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-Finance | ₹1.3 L | L1 | Accepted-Finance Being 1st lowest |
| 2 | L2₹1.6 L+₹28,320 (21.1%)Rejected-Finance | ₹1.6 L+₹28,320 (21.1%) | L2 | Rejected-Finance Being 2nd lowest |
| 3 | L3₹1.7 L+₹31,860 (23.7%)Rejected-Finance | ₹1.7 L+₹31,860 (23.7%) | L3 | Rejected-Finance Being 3rd lowest |
| 4 | L4₹1.7 L+₹35,754 (26.6%)Rejected-Finance | ₹1.7 L+₹35,754 (26.6%) | L4 | Rejected-Finance Being 4th lowest |
| 5 | L5₹2.1 L+₹77,880 (57.9%)Rejected-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹2.1 L+₹77,880 (57.9%) | L5 | Rejected-Finance Being 5th lowest |
Tender Value
₹1.9 L
Closing Date
5 Oct 2021, 6:00 pmClosed
Maj R Sathish Kumar
8, ENGINE HOUSE ROAD, ORDNANCE ESTATE, KIRKEE, PUNE-411003
Soil Investigation for Provn of Overhead Tank at New Type-III, Old Type-III and Type-II Quarters at Ordnance Estate Ambarnath
2021_MES_477036_1
3012/Qtn/03/E3
Open Tender
Civil Works
Works
60 days
Ambernath
As per NIT
6 documents required · 6 mandatory
₹0
Exempted
7 Oct 2021
22 Sept 2021
7 Oct 2021
22 Sept 2021
5 Oct 2021
23 Sept 2021
Soil Investigation by SPT/other field tests including:- 1. Drilling 100mm dia holes in any type of soil and 75mm dia (NX size) in rock, upto 18 m depth respectively, collecting disturbed soil samples/rock cores from different location for carrying out relevant laboratory test as directed by Engineer-in-Charge including mobilization of drilling rig & manpower inclusive of under mentioned tests. (a) Conducting density test of soil (Lab tests). (b) Collecting undisturbed soil samples. (c) Water absorption test (Lab test). (d) Soaked crushing strength test on rock. (e) Atterberg's limit on soil . (f) Conducting standard penetration test (SPT). (g) Specific Gravity. (h) Chemical Analysis of Soil/water. (j) Porosity of Rock. (k) Recommendation of SBC should be given for all bore holes. (l) Photoghraphic record of geo-exploration as well as testing shall also form part of the report. (m) Recommendation as regards possibility of liquifaction of soil in case of saturated or partially saturated loose/uncompacted sandy soils. (n) Depth of ground water level. 2. Completion of field and lab test results and submission of soil investigation report in 03 copies.
AHMEDABAD ENGINEERING RESEAERCH INTITUTE
AN-ICON Engineering Technologies And Infrastructure Developments Pvt. Ltd
Unitech Engineers
MEENAKSHI GEOTECH
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