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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99,902Accepted-AOC PLOT NO 15 STRUCTWEL PLOT NO 15 SECTOR 24 OFF SION PANVEL HIGHWAY TURBHE TURBHE NAVI MUMBAI 400 705 THANE MAHARASHTRA 400705 | THANE | MAHARASHTRA | 400705 | L1 | Accepted-AOC Accepted being lowest | |
| 2 | L2₹1.5 L+₹49,648 (49.7%)Rejected-AOC | L2 | Rejected-AOC Rejected being other than lowest | |
| 3 | L3₹2.1 L+₹1.1 L (108.7%)Rejected-AOC | L3 | Rejected-AOC Rejected being other than lowest |
Tender Value
Refer Docs
Closing Date
6 Dec 2021, 1:00 pmClosed
Capt Ankit Singh
Capt Ankit Singh Military Engineer Services Garrison Engineer (South) Pottinger Road Ahmednagar 414 002
Soil Investigation (a) Provision of Sub Station Room and Transformer (b) Provision of Guard Room with allied facilities at Ammunition dump (c) Provision of Guard Room with Toilet near water Tank at 118 Inf Bn (TA) Grenadiers at Mil Station Bhusawal
2021_MES_489525_1
3009/JO/09/E3
Open Tender
Job Works
Works
60 days
AGE B/R Bhusawal Mil Station Bhusawal Maharashtra
Please refer tender documents
2 documents required · 2 mandatory
₹0
Exempted
9 Dec 2021
22 Nov 2021
7 Dec 2021
22 Nov 2021
6 Dec 2021
23 Nov 2021
22 Nov 2021 - 23 Nov 2021
Stores
1. Mobilazation of mechanical drilling equipment/rig & Shifting of entire arrangement from one bore to another hole location and setting of boring/drilling rig as required/directed by Engineer-in-charge. 2 . Boring 150mm dia bore holes up to 6m or refusal through any type of strata :-i.e. (a) Any type of soil (b) Soft Rock (c) Hard Rock 3. Collection of undisturbed soil sample at 1.5M intervals or at any change of strata in 100 mm bore thin walled tube including waxing sealing, packing and transporting to the lab. 4. Carrying out Standard Penetration Test (S.P.T) including collection 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. 5. Conducting necessary tests as per relevant IS codes/NBC 2005/SP 36 on all collected samples which include the determination of:- (a) Atterberg Linits (b) Natural moisture content (c) Wet & dry density and bulk densities (d) Soil Particle size distribution using sieve/hydrometer analysis (e) Tri-axial shear test C & determination. (f) Water content test on rock (g) Specific gravity test for sand/rock (h)Crushing strength of rock sample (j) Free soil Index (k) Chemical analysis of Soil Note :-(i) Rate includes all items of works necessary for carrying out complete soil exploration work, collection of sample, testing at laboratory and field test results and submission of reports (four sets) (ii) Rate includes for submission of detailed recommendation for shallow foundation & bearing capacity of soil (SBC) at 1.5/2.0/3.0M depth. Type of foundation and depth of footing, be clearly specified. (iii) In case, very weak soil strata is encountered , recommendation about pile foundation i. e type,Dia ,Depth of pile , safe load carrying capacity and socketing of pile into hard rock shall be clearly given in the report. Also , measures for ground improvement if required to be included in the report. (iv) Safe Bearing Capacity shall be worked out based on N value, shear failure and settlement criteria.
Myrtle project and Consultancy Private Limited
DBM PROJECTS PVT LTD
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