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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | Admitted-Finance |
| 2 | Admitted-Finance 10 AISHWARYA 1ST FLOOR 2ND CROSS ANNAYAPPA GARDEN NEW THIPPASANDRA HAL HAL III STAGE BANGALORE 560075 | BENGALURU URBAN | KARNATAKA | 560075 | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
4 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BENGALURU
GARRISON ENGINEER NORTH BANGALORE T 64 MEANEE LINESMEG AND CENTRE BANGALORE 560042
Provn of station store at Hebbal under GE
2024_MES_664259_1
3001
Open Tender
Civil Works
Lump-sum
30 days
BANGALORE
Class E
8 documents required · 8 mandatory
₹0
Exempted
9 Sept 2024
5 Jul 2024
6 Sept 2024
5 Jul 2024
4 Sept 2024
12 Jul 2024
5 Jul 2024 - 12 Jul 2024
Amount
(a) Drilling bore hole in soil using hand auger in soil strata up to a depth of 6 mtr from GL including collection of disturbed / undisturbed soil core samples at various depth from GL as directed by Enigneer-in-Changre. (b) Conducting field investigations and relevant lab tests on soil samples as per relevant IS codes including mobilization and Demobilization of eqpt and men power. (c) Compilation of Field tests and lab test results and submission of soil investigation report in Quadruplicate Consisting of :- (a) Introduction and object of investigation. (b) Scope of work & project details. (c) Field tests and lab tests including (i) Sieve analysis. (ii) Atternberg limit test. (iii) F.M.C (iv) Bulk density. (v) Specific Gravity. (vi) Shear test for cohesion and angle of shearing resistance. (d) Suggestion for improvement of SBC (if any). (e) Settlement criteria / calculation. (f) Incorporating type of soils. (g) Highest water table. (h) SBC recommendation at particular depth considering water table. (j) Type of foundation to be adopted. (k) All test results, bore log chart, profile of logs. (l) Safe bearing capacity calculations at various depths. Note :- (a) Total no of bore hole = 02. (b) Maximum depth of bore hole = 06 Mtrs. (c) Total depth of bore hole (6x2) = 12 Mtrs.
Analysis and design including preparation of structural drawings as per the SBC obtained (Under Ser No 1 above) and line plan (duly signed by user-copy attached) for station store at Hebbal. Note :- (a) The design has to be preferably done using standard software e.g. STAAD PRO or STARP etc. (b) RCC/Steel structure shall be designed as per latest IS Codes. (c) Structural detailing indicating the layout of footing, Column, and Framed structure should be done using Auto Cad in suitable scale. (d) 04 Sets of Auto Cad drawings and one tracing in original should be submitted.
VARALAKSHMI CONSTRUCTIONS (BID ID -3072246)
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