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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98,000Accepted-AOC | L1 | Accepted-AOC Accepted, being lowest. | |
| 2 | L2₹1.7 L+₹70,000 (71.4%)Rejected-AOC HIG 212 KPHB COLONY 2ND MAIN KUKATPALLY HYDERABAD TELANGANA 500072 | MEDCHAL MALKAJGIRI | TELANGANA | 500072 | L2 | Rejected-AOC NOT accepted. | |
| 3 | L3₹1.7 L+₹70,900 (72.3%)Rejected-AOC 68A 1ST FLOOR SCHOOL ROAD KRISHNASWAMY NAGAR RAMANATHAPURAM COIMBATORE COIMBATORE TAMIL NADU 641045 | COIMBATORE | TAMIL NADU | 641045 | L3 | Rejected-AOC NOT accepted. | |
| 4 | L4₹1.7 L+₹76,000 (77.6%)Rejected-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L4 | Rejected-AOC NOT accepted. | |
| 5 | L5₹2.1 L+₹1.2 L (118.6%)Rejected-AOC | L5 | Rejected-AOC NOT accepted. |
Tender Value
₹2 L
EMD Value
₹5,000
Closing Date
12 Feb 2025, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
CONSULTANCY SERVICES FOR CONSTRUCTION OF OVERHEAD TANK AND WATER SUPPLY SYSTEM AT AVA HILL, MRC WELLINGTON UNDER GE WELLINGTON
2025_MES_693344_1
83024/E8
Open Tender
Civil Works
Item Rate
45 days
WELLINGTON
As per NIT.
7 documents required · 7 mandatory
₹300
GE WELLINGTON
₹5,000
22 Mar 2025
15 Jan 2025
14 Feb 2025
15 Jan 2025
12 Feb 2025
29 Jan 2025
16 Jan 2025 - 22 Jan 2025
Amount
Preparation and submission of Archtectural Drawings (Plan/ Sections/ elevations and service detailings) and Structural Details for OHT 80000 Liter Capacity with 12 metre staging as per data below:-:- (a) Preparation of detailed Architectural drawings and structural design, analysis and evaluation folder/ report showing all the calculation, design philosophy assumption including reference etc complete. (b) Detailed structural drawings of the footing & foundation i.e. plan, elevation, section with dimensions in mm for columns including details of sub base for foundation & reinforcement details (Scale 1:50) (c) Detailed structural drawings 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) below & 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 structure shall be based on IS-456 : 2000, IS-1893, IS 13920, IS-436, IS-3370 and all other relevant codes (latest version of the codes shall be followed). (ii) Grade of concrete : M30 and grade of steel Fe500 D MT bars conf to IS 1750. (iii) Fire rating to be considered as per latest IS code 1641 and NBC norms. (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 for preposed structure at Wellington, Nigiris. (vi) The design of steel structure shall be based on IS 800-2007, IS 4000, ASTMA-325, 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 guidance purpose of consultants. However, relevant IS code and data pertains to Wellington area will 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. Note (i) 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 department without any extra cost.
Heeva Engineering Designs (BID ID -3230120)
COMTEN CONSULTING ENGINEERS PRIVATE LIMITED (BID ID -3231685)
GEO DESIGNS AND RESEARCH PVT LTD (BID ID -3231175)
M/s. SONNE INFRASTRUCTURE PRIVATE LIMITED (BID ID -3231980)
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