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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹3.5 L+₹4,200 (1.22%)Rejected-Finance 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | ₹3.5 L+₹4,200 (1.22%) | L2 | Rejected-Finance Being Not the Lowest Tenderer |
| 3 | L3₹4.3 L+₹87,470 (25.4%)Rejected-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 | ₹4.3 L+₹87,470 (25.4%) | L3 | Rejected-Finance Being Not the Lowest Tenderer |
| Sl No | Description | Qty | Unit | B J MEHTA ARCHITECTURAL AND STRUCTURAL CONSULTANTS PVT.LTD. L2 | DGC Engineering Pvt. Ltd. L1 | Aadhav Designs and Developers Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Provision of consultancy services EVALUATION OF STRUCTURAL SOUNDNESS AND ASSESSMENT STUDY OF EXISTING BUILDING NO P-94(BSR COY) OTM ACCN AT AVA HILL WELLINGTON including preparation of DPR, Bill of quatities with estimate, preparation of requsite Architectural /structural drawings, and vetting from IIT/NIT, Govt Engg College/University for Structural health assessment and suggesting remedial rehabilitation measures to increase the life of structure as per scope of work indicated in sch 'A' Notes, scope of work etc all as specified and as directed comprising of the following:- | 1 | Each Job | 3,49,200 ₹3,49,200 | 3,45,000 ₹3,45,000 Lowest | 4,32,470 ₹4,32,470 |
| 1.01Mobilization of tools/equipments and personnel required to execute complete job as required for structural audit and demobilisation after completion complete all as specified and as directed. | ||||||
| 1.02Detailed physical inspection of structural members for their condition as to the distress, deterioration, deformation, connection alteration and various damages and defects. It shall be carried out as a qualitative assessment. Visual health inspection of buildings covering internal, external using light tapping hammer, marking in floor plan all the visible defects, deterioration and quantification. Site visit, preperation and submission of detailed visual inspection and photography of buildings complete all specified and directed. | ||||||
| 1.03Conducting the follwing tests on RCC Elements of the Bldg No. P-94 (D/S) (living in block of BSR Coy) with consisting of:- (a) Non-Destructive Test (NDT) (i) Rebound Hammer Tests (RH) - 65 Nos (ii) Ultrasonic pluse velocity Tests (UPV) - 65 Nos (b) Durability & corrosion Assessment (very important- Marine zone) (i) Half-cell potential tests (ASTM C876) - 20 Nos (ii) Cover Meter Rebar Locator - 20 Nos (iii) Carbonation depth tests (Phenolphthalein Indicator Method) - 10 Nos (c) Semi-Destructive Tests (Selective & Location Specific). (i) Core cutting & Compressive strength tests - 10 Nos Conducting core cutting and compression strenght test for RCC structure in accordance with IS:516 on RCC members. 70mm core cutting in reinforcement concrete, core filling by specialized expoxy material/micro concrete with bond coat. | ||||||
| 1.04Report and recommandations and vetting to formulate recommendation and remedial measures including repairs and restoration wherever applicable along with submission of structural audit report: Preparation of material BOQ, specification, methodology and cost estimate to carryout the repair, restoration of distressed RCC members in subject building using indigenously available repair materials & techniques suitably. The final report shall be vetted from any IIT/NIT/ any Govt Engineering College. | ||||||
Tender Value
₹4.5 L
EMD Value
₹9,000
Closing Date
6 Aug 2026, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post The Nilgiris Pin code-643231
CONSULTANCY SERVICES FOR STRUCTURAL AUDIT OF BUILDING NO P 94 BSR COY OTM ACCN AT AVA HILL UNDER MINOR WORK UNDER GE WELLINGTON
2026_MES_777964_1
8307/E8
Open Tender
Civil Works
Item Rate
45 days
WELLINGTON
As per Tender Documents
7 documents required · 7 mandatory
₹300
GE WELLINGTON
₹9,000
Yes
7 Sept 2026
11 Jul 2026
13 Aug 2026
12 Jul 2026
6 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Provision of consultancy services EVALUATION OF STRUCTURAL SOUNDNESS AND ASSESSMENT STUDY OF EXISTING BUILDING NO P-94(BSR COY) OTM ACCN AT AVA HILL WELLINGTON including preparation of DPR, Bill of quatities with estimate, preparation of requsite Architectural /structural drawings, and vetting from IIT/NIT, Govt Engg College/University for Structural health assessment and suggesting remedial rehabilitation measures to increase the life of structure as per scope of work indicated in sch 'A' Notes, scope of work etc all as specified and as directed comprising of the following:- | 1 | Each Job | - | - |
| 1.01 | Mobilization of tools/equipments and personnel required to execute complete job as required for structural audit and demobilisation after completion complete all as specified and as directed. | - | - | - | - |
| 1.02 | Detailed physical inspection of structural members for their condition as to the distress, deterioration, deformation, connection alteration and various damages and defects. It shall be carried out as a qualitative assessment. Visual health inspection of buildings covering internal, external using light tapping hammer, marking in floor plan all the visible defects, deterioration and quantification. Site visit, preperation and submission of detailed visual inspection and photography of buildings complete all specified and directed. | - | - | - | - |
| 1.03 | Conducting the follwing tests on RCC Elements of the Bldg No. P-94 (D/S) (living in block of BSR Coy) with consisting of:-
(a) Non-Destructive Test (NDT)
(i) Rebound Hammer Tests (RH) - 65 Nos
(ii) Ultrasonic pluse velocity Tests (UPV) - 65 Nos
(b) Durability & corrosion Assessment (very important- Marine zone)
(i) Half-cell potential tests (ASTM C876) - 20 Nos
(ii) Cover Meter Rebar Locator - 20 Nos
(iii) Carbonation depth tests (Phenolphthalein Indicator Method) - 10 Nos (c) Semi-Destructive Tests (Selective & Location Specific).
(i) Core cutting & Compressive strength tests - 10 Nos
Conducting core cutting and compression strenght test for RCC structure in accordance with IS:516 on RCC members. 70mm core cutting in reinforcement concrete, core filling by specialized expoxy material/micro concrete with bond coat. | - | - | - | - |
| 1.04 | Report and recommandations and vetting to formulate recommendation and remedial measures including repairs and restoration wherever applicable along with submission of structural audit report: Preparation of material BOQ, specification, methodology and cost estimate to carryout the repair, restoration of distressed RCC members in subject building using indigenously available repair materials & techniques suitably. The final report shall be vetted from any IIT/NIT/ any Govt Engineering College. | - | - | - | - |
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