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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC HEAD OFFICE PLOT NO A 9 IDCO INDUSTRIAL ESTATE NEAR SAI INTERNATIONAL SCHOOL PATIA BHUBANESWAR 751024 ODISHA PATIA | KHORDHA | ODISHA | 751024 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹3.1 L+₹62,520 (25.1%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹3.1 L+₹63,000 (25.3%)Rejected-Finance ROOM NO A 46 GALI NO 11 GANESH MURTHY NAGAR PART NO 3 CAPT PRAKASH PETHE MARG CUFFE PARADE COLABA MUMBAI 400005 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹4 L+₹1.5 L (60.6%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | Rejected-Technical | - | Rejected-Technical Not qualified, EMD not submitted as such not recommended please. |
Tender Value
₹3.4 L
EMD Value
₹6,700
Closing Date
1 Feb 2020, 6:00 pmClosed
MAJ VIKAS KUMAR SRIVASTAVA, GE
GARRISON ENGINEER DAMAN TAT RAKSHAK VIHAR DALWADA NANI DAMAN POST DAMAN (UT) PIN 396210
SOIL INVESTIGATION FOR OTM ACCOMMODATION AT ICGS DAHANU
2020_MES_311719_1
8446/E8
Open Tender
Civil Works
Works
90 days
DAMAN
PLEASE REFER TENDER PAGES
9 documents required · 9 mandatory
₹500
GARRISON ENGINEER DAMAN
₹6,700
Yes
20 Mar 2020
3 Jan 2020
3 Feb 2020
3 Jan 2020
1 Feb 2020
17 Jan 2020
Amount
Boring hole as shown on drg 100 mm dia by rotory drilling in soil and 75mm dia in rock for investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders weathered rock upto a depth of 15 metres or 5 metres in rock each or as directed by Engr-in-Charge alongwith SPT at every 1.50 metre, and carrying out SPT and other tests required for designing the foundation of bldgs upto G+2 storey (for single officer's accn). Contractor shall submit test report in detail complete in all respect ,complete all as specified and directed.
Boring hole as shown on drg 100 mm dia by rotory drilling in soil and 75mm dia in rock for investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders weathered rock upto a depth of 15 metres or 5 metres in rock each or as directed by Engr-in-Charge alongwith SPT at every 1.50metre, and carrying out SPT and other tests required for designing the foundation of bldgs upto G+2 storey (for SOs and EP block). Contractor shall submit test report in detail complete in all respect ,complete all as specified and directed.
Boring hole as shown on drg 100 mm dia by rotory drilling in soil and 75mm dia in rock for investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders weathered rock upto a depth of 15 metres or 5 metres in rock each or as directed by Engr-in-Charge alongwith SPT at every 1.50metre, and carrying out SPT and other tests required for designing the foundation of bldgs (for Guard room and armoury bldg). Contractor shall submit test report in detail complete in all respect ,complete all as specified and directed.
Boring hole as shown on drg 100 mm dia by rotory drilling in soil and 75mm dia in rock for investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders weathered rock upto a depth of 15 metres or 5 metres in rock each or as directed by Engr-in-Charge alongwith SPT at every 1.50metre, and carrying out SPT and other tests required for designing the foundation of bldgs (for MT complex). Contractor shall submitted test report complete in all respect. Notes for items No 01 to 04:- (a) Test report should included all the tests as required for designing the foundation such as SPT values bore logs soil classification and also should cover the general recommendations for the proposed type, of foundation system safe bearing capacity likely total settlement etc. The report shall be submitted in quintuplicate duly bounded in a presentable manner. The units rate quoted shall be deemed to included the cost of submission of such reports and samples of soil. (b) No water will be supplied by the department. (c) The report should contain following tests, as applicable to the soil on ground:- (i) Bore hole chart. (ii) Profile of all type bore holes. (iii) Bearing capacity calculation indicating SBC of soil with the type of foundation and depth. (iv) Consolidate test on undisturbed sample. (v) Chemicals analysis of ground water. (vi) Unconsolidated and un-drained triaxial shear test. (vii) Crushing strength of hard rock samples recovered. (viii) SBC of ground with type of foundation. (ix) Existing water table (if met). (x) Photographic record during progress Schedule of Credit : Rs Nil
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