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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹4.0 L+₹80,480 (25.3%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹4.7 L+₹1.5 L (47.7%)Rejected-Finance 203 ELECON CHAMBER ANDHERI KURLA ROAD VILLAGE TOWN NEAR SAKINAKA TELEPHONE EXCHA CITY ANDHERI EAST MUMBAI MAHARASHTRA 400072 INDIA | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | L3 | Rejected-Finance Not lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Being an U/E firm, the complete doucuments listed at Para 5 a to f of Appx A to NIT has not been submitted. Hence rejected | |
| 5 | Rejected-Technical 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | - | Rejected-Technical Being an U/E firm, the complete doucuments listed at Para 5 a to f of Appx A to NIT has not been submitted. Hence rejected |
| Sl No | Description | Qty | Unit | GEO DESIGNS AND RESEARCH PVT LTD L2 | B J MEHTA ARCHITECTURAL AND STRUCTURAL CONSULTANTS PVT.LTD. L1 | Capstone Consultants Private Limited L3 |
|---|---|---|---|---|---|---|
| 1.00 | Visual Survey, Engineering Documentation & Line Diagram Analysis
1.1 Comprehensive visual inspection of the entire G+3 structure (72 units), including meticulous structural distress mapping, crack assessment, deflection checks, and structural feasibility verification using proposed line diagrams.
1.2 Befor and after drawing for proposed Addn/Altn are attached as Appx "A" & Appx "B".
1.3 Structural Audit will ascertain and advise on the proposed Addition/Altration to the building, as indicated in the enclosed before and after drawing, will not affect the structural stability of the building and recommend suitable alternatives for the proposed Addn/Altn if required. | 1 | Each Job | 85,000 ₹85,000 | 75,000 ₹75,000 Lowest | 1,95,000 ₹1,95,000 |
| 2.00 | Field Non-Destructive Testing (NDT) :-
Conducting Rebound Hammer Tests on selected critical RCC elements (columns, beams, slabs) to evaluate surface concrete hardness profiles across various zones. | 60 | Point | 250 ₹15,000 Lowest | 300 ₹18,000 | 300 ₹18,000 |
| 2.01 | Conducting Ultrasonic Pulse Velocity (UPV) Tests along RCC members to evaluate internal concrete density, core homogeneity and determine crack depths/voids. | 60 | Point | 350 ₹21,000 Lowest | 400 ₹24,000 | 400 ₹24,000 |
| 2.02 | Profometer / High-Resolution Cover Meter scan to non-destructively locate embedded steel reinforcement bars, measure concrete cover depth, and determine rebar pitch/spacing. | 60 | Point | 1,000 ₹60,000 | 500 ₹30,000 | 300 ₹18,000 Lowest |
| 2.03 | Core Drilling and extraction of standard concrete core samples (75mm to 100mm diameter) from designated structural zones, laboratory compressive testing and structural patching of core voids using high-strength polymer mortar. | 24 | Nos | 3,000 ₹72,000 Lowest | 3,000 ₹72,000 Lowest | 3,200 ₹76,800 |
| 2.04 | Chemical Analysis of concrete elements, including carbonation depth profiling, extraction tests for active water-soluble chlorides and total structural sulfate content analysis | 24 | Tests | 900 ₹21,600 Lowest | 1,000 ₹24,000 | 2,000 ₹48,000 |
| 2.05 | Half cell potential test: The half cell potential test is anon destructive technique used in the field of corrossion assessment and evaluation of reinforced concrete structure. The primary purpose of the half cell potential test is to assess the likelihood of corrosion in reinforced concrete elements and to identify areas where corrosssion may be occurring or is likely to occur. | 24 | Nos | 800 ₹19,200 | 400 ₹9,600 | 320 ₹7,680 Lowest |
| 2.06 | Carbonation test the method of testing consists of determining the depth of the carbonated layer on the surface of hardened concrete by means of an indicator. | 24 | Nos | 220 ₹5,280 Lowest | 400 ₹9,600 | 300 ₹7,200 |
| 3.00 | Engineering Design, Reporting & Formal Certification:-
Compilation and formal submission of the final vetted Structural Audit Report, from vetted/certified by IIT/NIT. Provide 4 Nos copy of report in soft & hard copy. | 1 | Job | 1,00,000 ₹1,00,000 | 56,400 ₹56,400 Lowest | 76,000 ₹76,000 |
| 4.00Note:- 1. Provide visual inspection and photography performing a visual survey of the building and recording/maping on drawing to asses extent of spelled concrete, cracked concrete, honey combing, reinforcement corrision, delaminated concrete etc, taking photographs to collect evidence of damage to structure, Report comprising test results of each building, reccommendation for structural repairs and technical specification, preparing bill of quantities for the repairs etc for each building, All as specified and directed. 2. Clear reccommendation of whether the building is safe/unsafe/unsafe to habitate indicating building numbers. 3 Recommendation required: (i) Confirm that structural saftey of bldgs after Addn/Alteration i.e. removal of wall & convertion of bathroom & kitchen. (ii) Also confirm that bldg is safe for further more use after Addn/Altr and recomend suitable alternatives for proposed Addn/Alteration required. | ||||||
Tender Value
₹4.8 L
EMD Value
₹10,000
Closing Date
18 Jul 2026, 6:00 pmClosed
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per tender documents
2026_MES_773797_1
GE/NRC/8834E8
Open Tender
Civil Works
Item Rate
30 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹300
Garrison Engineer Nasik Road
₹10,000
Yes
14 Aug 2026
20 Jun 2026
20 Jul 2026
20 Jun 2026
18 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Visual Survey, Engineering Documentation & Line Diagram Analysis
1.1 Comprehensive visual inspection of the entire G+3 structure (72 units), including meticulous structural distress mapping, crack assessment, deflection checks, and structural feasibility verification using proposed line diagrams.
1.2 Befor and after drawing for proposed Addn/Altn are attached as Appx "A" & Appx "B".
1.3 Structural Audit will ascertain and advise on the proposed Addition/Altration to the building, as indicated in the enclosed before and after drawing, will not affect the structural stability of the building and recommend suitable alternatives for the proposed Addn/Altn if required. | 1 | Each Job | - | - |
| 2 | Field Non-Destructive Testing (NDT) :-
Conducting Rebound Hammer Tests on selected critical RCC elements (columns, beams, slabs) to evaluate surface concrete hardness profiles across various zones. | 60 | Point | - | - |
| 2.01 | Conducting Ultrasonic Pulse Velocity (UPV) Tests along RCC members to evaluate internal concrete density, core homogeneity and determine crack depths/voids. | 60 | Point | - | - |
| 2.02 | Profometer / High-Resolution Cover Meter scan to non-destructively locate embedded steel reinforcement bars, measure concrete cover depth, and determine rebar pitch/spacing. | 60 | Point | - | - |
| 2.03 | Core Drilling and extraction of standard concrete core samples (75mm to 100mm diameter) from designated structural zones, laboratory compressive testing and structural patching of core voids using high-strength polymer mortar. | 24 | Nos | - | - |
| 2.04 | Chemical Analysis of concrete elements, including carbonation depth profiling, extraction tests for active water-soluble chlorides and total structural sulfate content analysis | 24 | Tests | - | - |
| 2.05 | Half cell potential test: The half cell potential test is anon destructive technique used in the field of corrossion assessment and evaluation of reinforced concrete structure. The primary purpose of the half cell potential test is to assess the likelihood of corrosion in reinforced concrete elements and to identify areas where corrosssion may be occurring or is likely to occur. | 24 | Nos | - | - |
| 2.06 | Carbonation test the method of testing consists of determining the depth of the carbonated layer on the surface of hardened concrete by means of an indicator. | 24 | Nos | - | - |
| 3 | Engineering Design, Reporting & Formal Certification:-
Compilation and formal submission of the final vetted Structural Audit Report, from vetted/certified by IIT/NIT. Provide 4 Nos copy of report in soft & hard copy. | 1 | Job | - | - |
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