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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69,500Accepted-Finance NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹69,800+₹300 (0.43%)Rejected-Finance NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹72,000+₹2,500 (3.60%)Rejected-Finance | L3 | Rejected-Finance Not Lowest |
Tender Value
₹70,000
Closing Date
6 Nov 2024, 6:00 pmClosed
GE NORTH BANGALORE
GARRISON ENGINEER NORTH BANGALORE T 64 MEANEE LINESMEG AND CENTRE BANGALORE 560042
PROVN OF ONE GUARD ROOM AT POST NO 4 OF BANASWADI GRN UNDER GE NORTH BENGALURU
2024_MES_671788_2
3001
Open Tender
Civil Works
Item Rate
30 days
BANGALORE
Class E
8 documents required · 8 mandatory
₹0
Exempted
19 Nov 2024
16 Oct 2024
9 Nov 2024
16 Oct 2024
6 Nov 2024
23 Oct 2024
16 Oct 2024 - 23 Oct 2024
Amount
Carrying out Geological investigation at three different locations and sub soil extraction by drilling of 100 mm dia holes at required locations upto 10.00m from existing GL to determine profile of strata, water table, sub water pressure etc complete all as per IS as specified & as directed at site. Rates mentioned to be inclusive for drilling bore holes & determining field and lab tests according to relevant specification of IS-2131, IS-6403, IS-1498 & IS-2720 as mentioned below :- (a) Collection of disturbed and undistrubed soil sample at interval of 1.00 mtr or at change of strata or as per elevant IS code. (b) Conduction laboratory tests on disturbed/undisturbed (soil/soft rock sample) As considered necessary according to the relevant of IS specification of 2720 as given below :- (i) Sieve analysis (ii) Atterberg limits (iii) Natural moisture content (iv) Partcle size anaysis test (v) Bulk Density (vi) Specific Gravity Contd/---2
Contd/---1 (vii) Free swell index and swelling properties of soil. (viii) Organix materials in soil if any (ix) Consolidation test (Compressed index value) (x) Triaxial compression test and determination of shear parameter (C&O Test) as per relevant IS Note :- The SBC of the soil is required to be given at every 1 m interval upto the depth of bore hole. Calculation of bearing capacity will be governed generally as per IS-8009 (Pt-I)-1976, IS 2720 (Pt II) 1980, IS 6403-1981, IS-1904-1986 & IS-1080-1985 and relevant IS codes. (b) With every site's soil investigation report, a details site plan showing the aprox loc of each bore duly numbered as per log of bore hole should be enclosed. (c) Every page of the soil investigation report should have the name of the job for which soil investigation is being carried out. In case of multiple sites of a single job area being investigated name of each site shall be put on each page of report pertaining to the sites. (d) All pages of the soil investigation report shall be serially numbered stamped and signed by the agency carrying out the soil investigation. (e) As the locations of each bore hole is spread in 10 Km diameter as shown in site plan att, transportation charges incl loading adn unloading of heavy griders, T&P technicial etc complete from laboratory to work site and back shall be deemed inclueded in rates quotes by bidders.
Carrying out structural design for provn of one guard room at post No 04 of banasawadi grn under GE (N) Bangalore the following details :- (a) Drawing for architectural and strucural (Plan, Elevation, and section) (SBC obtained (under Ser No 1 above). (b) Details estimate and BOQ (c) Details of Design Mix (d) Structural details of RCC footing, columns & plinth beam (e) Structural details of RCC lintel, beams, roof etc (f) Details of doors, window ventilator & grills (g) Sch of finishes (h) 04 Sets of auto cad drawings and one set of tracing in original should be submitted. Notes :- All drawing and design to be vetted from IIT/NITs/IISC Bangalore /any Govt Engineering college.
S S BUILDERS (BID ID -3152708)
vanithaenterprises (BID ID -3154247)
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