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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹3.5 LAdmitted-Finance ARA 4B VAISHNAVAM ADIYARA ROAD RAMAVARMAPURAM THRISSUR KERALA 680613 UDYAM KL 13 0047382 32AAZCA3161G1ZM R 24AAZCA3161G1ZJ S MSME STATUS AS VERIFIED | THRISSUR | KERALA | 680613 | ₹3.5 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DHAKSHIN STRUCTURES PRIVATE LIMITED L1 | Aadhav Designs and Developers Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Preparation and submission of Structural Design, Drawings and preparation of detailed estimate alongwith yardstick of building portion for following buildings:-
MARRIED ACCOMMODATION comprising of all amenties(24 & 11 ORs Accommodation - Ground plus two structutre including Main unit, Balcony and Stair case etc)
(a) Analysis and design of the structure will be conducted according to the latest IS codes using design software such as STAAD PRO or ETABS. Member and component designs shall be performed in MS Excel or SAFE as necessary, structural drawings that include all necessary details using AutoCAD. This will include one original set of drawings in A1 size on tracing paper, along with digital copies saved on a CD. A design folder shall be submitted, which will contain one set of both hard and soft copies. This folder shall include input files from STAAD, output data showing design forces in tabular form, and a detailed calculation report in hard copy.The structural design and drawings shall encompass RCC foundations, including pile, open, and raft foundations, based on structural requirements.
(b) Proof Checking & Vetting:
All structural drawings must be vetted by any IIT/NIT. The final submission shall include all structural drawings that have been vetted and proof-checked according to the latest Indian Standard codes and practices, compiled into a single document set.
(c) Architectural drawing of above buildings as per special condition clause No.28 is uploaded for correlation and structural design of above mentioned buidlings. These drawings are tentative and there may be variation in drawing and consultant shall be liable for the design of structure as per the final Architectural drawing with out any extra cost to the Govt and decision of the Accepting officer in this regard is final and binding | 1 | Each Job | 3,40,000 ₹3.4 L | 3,50,000 ₹3.5 L |
| 1.10(d) Detailed structural drg of super structure (plan, section, & reinforcement detailing) i.e. plinth beam, columns, bracing beams, floor beams, roof beams, wall, floor/roof and slab complete (Scale 1:50) (e) Type of reinforcement details of all structural members mentioned in Para (ii) to (iv) & other reinforcement details as per IS 456-2000, IS 13920-2016 & SP-34 including structural notes relevant to IS/SP.Design parameters shall be as under :- (i) The design of the building shall be based on IS-456 : 2000, IS-1893, IS 13920, IS-436 and all other relevant codes (latest version of the codes shall be followed). (ii) Grade of concrete: M25 and grade of steel Fe500/550 D TMT bars conforming to IS 1750. (iii) Fire rating to be considered as per latest IS code 1641 NBC norms for residential building. (iv) Different loads shall be as per code provisions for the type of structure (v) All structural analysis and design shall be designed as per IS 456, IS 1893-2002, IS 875 etc for earthquake load, wind loads as applicable for preposed building at Wellington, Nilgiris. (vi) The design of steel structure shall be based on IS 800-2007, IS 4000, ASTMA325, IS 814, 816, 6560, IS 9595, IS 7215, IS 2062, IS7205 and SP 6(1) 1964 and all other relevant codes (latest version of the codes shall be followed). (vii) SBC will be provided by GE Wellington. | |||||
| 1.20Notes : (i) These brief design inputs are only for guiding purpose of consultants. However, relevant IS code and data pertains to Wellington area shall be followed in case of any ambiguity. (ii) Above design & drg shall be got vetted from IITs/NITs . (iii) Three set of hard copy and one set of soft copy of the final detailed structural design, analysis and evalution folder/report showing all calculations design philosophy, assumptions including reference etc and and one set of final architectural & structural drawing of gateway tracing paper (95/100 gm/sqm). one set in soft copy and nine sets in hard copies duly vetted shall be submitted by the consultant. (iv) Unit rate quoted shall deemed to be inclusive of changes/revision in the drgs till the physical completion of main job, Revised/ amended drgs and estimates for the change/revisions shall be submitted by the consultant to the client without any extra cost. (v) Preparation of Detailed Estimate: Preparation of detailed estimate and item wise yard stick including taking off quantities and abstract as per MES SSR 2020/DSR 2023 as applicable and submission as per approved drgs for the above specified work. | |||||
Updated dates
Tender Value
₹4.5 L
EMD Value
₹9,000
Closing Date
18 Apr 2026, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post The Nilgiris Pin code-643231
CONSULTANCY SERVICES FOR PROVISION OF MARRIED ACCOMMODATION AT MRC WELLINGTON UNDER GE WELLINGTON
2026_MES_756242_1
8225/E8
Open Tender
Civil Works
75 days
WELLINGTON
As per Tender Documents
7 documents required · 7 mandatory
₹300
GE WELLINGTON
₹9,000
Yes
15 May 2026
13 Mar 2026
25 Apr 2026
14 Mar 2026
18 Apr 2026
6 Apr 2026
Preparation and submission of Architectural drawing (Conceptual plan including all external services in the site plan, elevations, sections, roof plan, construction & typical details, finishes schedule, joinery, and plumbing services) and Structural Design, Drawings and preparation of detailed estimate alongwith yardstick of building portion for following buildings:- 1. MARRIED ACCOMMODATION comprising of all amenties(Plinth area 774.30 SqM) (a) Detailed Architectural design & drawings as per approved conceptual plan including all external services in the site plan, elevations, sections, roof plan, construction & typical details, finishes schedule, joinery, and plumbing services in consultation with concerned section heads etc complete. (b) Analysis and design of the structure will be conducted according to the latest IS codes using design software such as STAAD PRO or ETABS. Member and component designs shall be performed in MS Excel or SAFE as necessary, structural drawings that include all necessary details using AutoCAD. This will include one original set of drawings in A1 size on tracing paper, along with digital copies saved on a CD. A design folder shall be submitted, which will contain one set of both hard and soft copies. This folder shall include input files from STAAD, output data showing design forces in tabular form, and a detailed calculation report in hard copy.The structural design and drawings shall encompass RCC foundations,including pile, open, and raft foundations, based on structural requirements. Proof Checking & Vetting: All structural drawings must be vetted by any IIT/NIT. The final submission shall include all structural drawings that have been vetted and proof-checked according to the latest Indian Standard codes and practices, compiled into a single document set.
(c) Detailed structural drg of super structure (plan, section, & reinforcement detailing) i.e. plinth beam, columns, bracing beams, floor beams, roof beams, wall, floor/roof and slab complete (Scale 1:50) (d) Type of reinforcement details of all structural members mentioned in Para (ii) to (iv) & other reinforcement details as per IS 456-2000, IS 13920-2016 & SP-34 including structural notes relevant to IS/SP.Design parameters shall be as under :- (i) The design of the building shall be based on IS-456 : 2000, IS-1893, IS 13920, IS-436 and all other relevant codes (latest version of the codes shall be followed). (ii) Grade of concrete: M25 and grade of steel Fe500/550 D TMT bars conforming to IS 1750. (iii) Fire rating to be considered as per latest IS code 1641 NBC norms for residential building. (iv) Different loads shall be as per code provisions for the type of structure (v) All structural analysis and design shall be designed as per IS 456, IS 1893-2002, IS 875 etc for earthquake load, wind loads as applicable for preposed building at Wellington, Nilgiris. (vi) The design of steel structure shall be based on IS 800-2007, IS 4000, ASTMA325, IS 814, 816, 6560, IS 9595, IS 7215, IS 2062, IS7205 and SP 6(1) 1964 and all other relevant codes (latest version of the codes shall be followed). (vii) SBC will be provided by GE Wellington.
Notes : (i) These brief design inputs are only for guiding purpose of consultants. However, relevant IS code and data pertains to Wellington area shall be followed in case of any ambiguity. (ii) Above design & drg shall be got vetted from IITs/NITs . (iii) Three set of hard copy and one set of soft copy of the final detailed structural design, analysis and evalution folder/report showing all calculations design philosophy, assumptions including reference etc and and one set of final architectural & structural drawing of gateway tracing paper (95/100 gm/sqm). one set in soft copy and nine sets in hard copies duly vetted shall be submitted by the consultant. (iv) Unit rate quoted shall deemed to be inclusive of changes/revision in the drgs till the physical completion of main job, Revised/ amended drgs and estimates for the change/revisions shall be submitted by the consultant to the client without any extra cost. (v) Preparation of Detailed Estimate: Preparation of detailed estimate and item wise yard stick including taking off quantities and abstract as per MES SSR 2020 and submission as per approved drgs for the above specified work.
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