Soil Investigation,Boring of Soil,Conducting of Soil tests,Recommendation of foundation,Submission
Indian Army
ERNAKULAM, KERALA
Bid Publish Date
08-Aug-2025, 6:22 pm
Bid End Date
25-Aug-2025, 4:00 pm
Location
Progress
Quantity
38
Category
Structuhral audit of bldgs 1a
Bid Type
Two Packet Bid
Indian Army announces a tender for Structuhral audit of bldgs 1a, Structuhral audit of bldgs 1b, Structuhral audit of bldgs 1c, Structuhral audit of bldgs 1d, Structuhral audit of bldgs 1e, Structuhral audit of bldgs 1f, Structuhral audit of bldgs 1g, Structuhral audit of bldgs 1h, Structuhral audit of bldgs 2a, Structuhral audit of bldgs 2b, Structuhral audit of bldgs 2c, Structuhral audit of bldgs 2d, Structuhral audit of bldgs 2e, Structuhral audit of bldgs 2f, Structuhral audit of bldgs 2g, Structuhral audit of bldgs 2h, Soil investigation of bidgs 3a, Soil investigation of bidgs 3b, Soil investigation of bidgs 3c, Soil investigation of bidgs 3d, Soil investigation of bidgs 3e, Soil investigation of bidgs 3f, Soil investigation of bidgs 3g, Soil investigation of bidgs 3h, Soil investigation of bidgs 3i in SOUTH ANDAMAN, ANDAMAN & NICOBAR. Quantity: 38. Submission Deadline: 25-08-2025 16: 00: 00. Last date to apply is approaching fast!
Main Document
BOQ
BOQ
OTHER
GEM_GENERAL_TERMS_AND_CONDITIONS
Indian Army
ERNAKULAM, KERALA
Indian Army
Indian Army
DHEMAJI, ASSAM
Indian Army
DEHRADUN, UTTARAKHAND
Indian Army
DEHRADUN, UTTARAKHAND
Tender Results
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| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | Structuhral audit of bldgs 1a | Conducting structural audit for Rehabilitation for the building nos P35 URO approx total Plinth Area 33 Sqm which includes following Visual Survey Visual inspection for surface damages damage classification The visual inspection shall largely cover areas of high distress corrosion moisture leakage abnormal variations in structure algae and fungus growth efflorescence etc Visual inspection would be documented in the form of worksheets photographic records and distress over drawings Simple tools and instruments like camera with flash light magnifying glass binoculars chisel and hammer etc shall be used for measiring the distresses as per site requirement | 1 | job | bsobuyerbrich | 60 |
| 2 | Structuhral audit of bldgs 1b | Rebound Hammer Test Nos of tests 4 For determining the estimated compressie strength of concrete and iniformity of concrete in terms of surface hardness as per IS 13311 Part 2 1992 ASTM C 805 02 BS 6089 and 1981 and BS 1881 Part 202 BS EN 13791 also establishing correlation chart between rebound hammer and other confirmatory test for having estimated in sity strength of concrete if required In absence of the confirmatory test strength data will be generated on the basis of empirical formula obtained from the callibration chart | 1 | each | bsobuyerbrich | 60 |
| 3 | Structuhral audit of bldgs 1c | Ultrasonic Pulse Velocity Test Nos of tests 2 for ascertaining the quality of concrete uniformity of concrete in terms of soundness and density of concrete as per IS 13311 Part 1 1992 ASTM C597 83 BS 6098 1981 and BS 1881 Part 203 and BS EN 13791 also establishing correlation chart between ultrasonic Pulse velocity and other confirmatory test having estimated insitu strength of concrete if required. | 1 | each | bsobuyerbrich | 60 |
| 4 | Structuhral audit of bldgs 1d | Core Extraction and Testing Extracting the concrete core samples following the codal provisions and evaluating the properties fck value grade of concrete in the laboratory from the core samples selected IS 456 2000 IS 516 and 1959 IS 1199 and 2002 ASTM C42 without encountering any steel reinforcement from the RCC members covered under the study at specified locations by site in charge | 1 | each | bsobuyerbrich | 60 |
| 5 | Structuhral audit of bldgs 1e | Half Cell Potential Test Nos of tests 2 Measuring the half cell surface potentials at selected locations on RCC members of the structures covered under the study to understand the extent of reinforcement corrosion in terms of probable risk of corrosion of steel bar as per ASTM C876 The rate shall include surface preparation moistening concrete surface | 1 | each | bsobuyerbrich | 60 |
| 6 | Structuhral audit of bldgs 1f | Carbonation Test Nos of tests not less than 30 Measurement of carbonation depth by phenolphthalein spray test at selected locations drilled powder sample or concrete core sample as per site condition on RCC members of the structures covered under the study to see the depth of carbonation as per BS EN 14630 2006 BS EN 13295 2004 Cover depth is also measured at the same location to know the ratio of Carbonation depth | 1 | each | bsobuyerbrich | 60 |
| 7 | Structuhral audit of bldgs 1g | Report Interpretation and Recommendation Preparing and submitting comprehensive report consisting of findings from visual inspection test data interpretation of results conclusions and final recommendations along with sketch indicating the location of the test recommending suitability of the buildings for special repair or otherwise and suggesting methodology for retrofitting of the buildings Note a Each type of test will be done in all buildings as per scope of work No of tests in each building should be optimised in such a way that it gives best possible representation of the structural health of the building b Report should be duly vetted from IIT or NIT c The HD quality site photographs and video shall be provided in a good quality of CD or DVD along with soft copy | 1 | each | bsobuyerbrich | 60 |
| 8 | Structuhral audit of bldgs 1h | Repairing Methodology and retrofitting scheme for structural serviceability and safety periodic maintenance scheme futuristic protection of structures The recommendation for structural repair and rehabilitation to the structures shall have detailed technical specificatiosn materials to be used and design details vulnarability indices and order of urgency to repair Suggesting retrofitting methodology to increase the load carrying capacity of structural members Incl preparation and submission of BOQ and conceptual shceme for Rehabilitation or retrofitting works feasible and economic options with Rate analysis material specifications execution drawing for strengthening of structure along with technical specifications and periodic inspection and maintenance | 1 | each | bsobuyerbrich | 60 |
| 9 | Structuhral audit of bldgs 2a | Conducting structural audit for Rehabilitation for the building nos P 321 MT at Brichgunj Military Station Sri Vijaya Puram approx total Plinth Area 186 Sqm which includes following Visual Survey Visual inspection for surface damages damage classification The visual inspection shall largely cover areas of high distress corrosion moisture leakage abnormal variations in structure algae and fungus growth efflorescence etc Visual inspection would be docemented in the form of worksheets photographic records and distress over drawings Simple tools and instruments like camera with flash light magnifying glass binoculars chisel and hammer etc shall be used for measiring the distresses as per site requirement | 1 | job | bsobuyerbrich | 60 |
| 10 | Structuhral audit of bldgs 2b | Rebound Hammer Test Nos of tests 8 For determining the estimated compressie strength of concrete and iniformity of concrete in terms of surface hardness as per IS 13311 Part2 1992 ASTM C 805 02 BS 6089 1981 and BS 1881 Part 202 BS EN 13791 also establishing correlation chart between rebound hammer and other confirmatory test for having estimated in sity strength of concrete if required In absence of the confirmatory test strength data will be generated on the basis of empirical formula obtained from the callibration chart | 1 | each | bsobuyerbrich | 60 |
| 11 | Structuhral audit of bldgs 2c | Ultrasonic Pulse Velocity Test Nos of tests 4 for ascertaining the quality of concrete uniformity of concrete in terms of soundness and density of concrete as per IS 13311 Part 1 on 1992 ASTM C597 83 BS 6098 1981 and BS 1881 Part 203 and BS EN 1379 also establishing correlation chart between ultrasonic Pulse velocity and other confirmatory test having estimated insitu strength of concrete if required a | 1 | each | bsobuyerbrich | 60 |
| 12 | Structuhral audit of bldgs 2d | Core Extraction and Testing Extracting the concrete core samples following the codal provisions and evaluating the properties fack value grade of concrete in the laboratory from the core samples selected IS 456 2000 IS 516 1959 IS 1199 2002 ASTM C42 without encountering any steel reinforcement from the RCC members covered under the study at specified locations by site in charge | 1 | each | bsobuyerbrich | 60 |
| 13 | Structuhral audit of bldgs 2e | Half Cell Potential Test Nos of tests 4 Measuring the half cell or surface potentials at selected locations on RCC members of the structures covered under the study to understand the extent of reinforcement corrosion in terms of probable risk of corrosion of steel bar as per ASTM C876 The rate shall include surface preparation moistening concrete surface | 1 | each | bsobuyerbrich | 60 |
| 14 | Structuhral audit of bldgs 2f | Carbonation Test Nos of tests 3 Measurement of carbonation depth by phenolphthalein spray test at selected locations drilled powder sample or concrete core sample as per site condition on RCC members of the structures covered under the study to see the depth of carbonation as per BS EN 14630 2006 BS EN 13295 2004 Cover depth is also measured at the same location to know the ratio of Carbonation depth | 1 | each | bsobuyerbrich | 60 |
| 15 | Structuhral audit of bldgs 2g | Report Interpretation and Recommendation Preparing and submitting comprehensive report consisting of findings from visual inspection test data interpretation of results conclusions and final recommendations along with sketch indicating the location of the test recommending suitability of the buildings for special repair or otherwise and suggesting methodology for retrofitting of the buildings Note Each type of test will be done in all buildings as per scope of work No of tests in each building should be optimised in such a way that it gives best possible representation of the structural health of the building Report should be duly vetted from IIT or NIT or any Govt Engineering College The HD quality site photographs and video shall be provided in a good quality of CD or DVD along with soft copy | 1 | each | bsobuyerbrich | 60 |
| 16 | Structuhral audit of bldgs 2h | Repairing Methodology and retrofitting scheme for structural serviceability and safety periodic maintenance scheme futuristic protection of structures The recommendation for structural repair and rehabilitation to the structures shall have detailed technical specificatiosn materials to be used and design details vulnarability indices and order of urgency to repair Suggesting retrofitting methodology to increase the load carrying capacity of structural members Incl preparation and submission of BOQ and conceptual shceme for Rehabilitation or retrofitting works feasible and economic options with Rate analysis material specifications execution drawing for strengthening of structure along with technical specifications and periodic inspection and maintenance | 1 | each | bsobuyerbrich | 60 |
| 17 | Soil investigation of bidgs 3a | M& L for carring out the soil investigation to cover field and laborotory studies includes building P414 | 1 | job | bsobuyerbrich | 60 |
| 18 | Soil investigation of bidgs 3b | Mobilizatiion of plants & equipments Incl man & materils required at site of soil imestigation setting of boring drlling rig as required and demobilization of plants and equipments on completion of woek etc complete which includes conveyance of sample collected to testing lab as required for the purpose of testing | 2 | lumpsum | bsobuyerbrich | 60 |
| 19 | Soil investigation of bidgs 3c | Shifting and transportation of entire arrangement including men and materials from one bore hole to another bore hole location including setting of bore for carrying out the test | 1 | each | bsobuyerbrich | 60 |
| 20 | Soil investigation of bidgs 3d | Boring 150mm dia boreholes to any depth through following type of strata Any type of soil including soft rock | 10 | rm | bsobuyerbrich | 60 |
| 22 | Soil investigation of bidgs 3e | Carrying out standard penetration test SPT as per IS 2131 including collection of disturbed soil samples in bore holes at every 1 m depth or any change of strata and submit the report with all requisite data | 3 | nos | bsobuyerbrich | 60 |
| 23 | Soil investigation of bidgs 3f | Collection of Undistrubed soil samples at 3 M intervals or at any chnge strata in 150 mm bore thin wall tube of thin strata including waxing sealing and packing transporting to the lab | 2 | nos | bsobuyerbrich | 60 |
| 24 | Soil investigation of bidgs 3g | Conducting necessary tests on all collection of DS or UDS or SPT samples which includes the determination of 1a Shrinkage limits 2b Atterberg limits 3c Natural moisture content 4d Wet and dry density 5e Particle size soil grain size 6f Consolidation test 7g Triaxial shear test 8h Specific gravity test 9i Direct shear test 10j Testing of water samples sulphates chlorides PH 11k Free swell index 12l Crushing strength of rock samples 13m Soluble salt content | 1 | nos | bsobuyerbrich | 60 |
| 25 | Soil investigation of bidgs 3h | Comlpetion and analysis of laboratory and field test results and submission of reports in 4 sets containing NSBC SBC and settlement test results graphs charts calculations etc along with recomendations for selections of type of foundation with supporting design details complete | 1 | lumpsum | bsobuyerbrich | 60 |
| 26 | Soil investigation of bidgs 3i | Submit Structural drawings of class room based on soil bearing capacity in 03 sets Line diagram of two class room in Ground foor and first floor will be provided by the department consultant shall also submit soft copy of design calculations on STAAD or other software used for design 03 sets | 1 | lumpsum | bsobuyerbrich | 60 |
Experience Criteria
Past Performance
Bidder Turnover
OEM Annual Turnover *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Extended Deadline
25-Aug-2025, 4:00 pm
Opening Date
25-Aug-2025, 4:30 pm
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | B.J. MEHTA ARCHITECTURAL & STRUCTURAL CONSULTANTS PRIVATE LIMITED Under PMA | - | 20-08-2025 17:57:22 | Qualified |
| 2 | ENGINEERS & CONSULTANCY Under PMA | - | 22-08-2025 10:57:32 | Qualified |
| 3 | HORIZON Under PMA | - | 11-08-2025 13:22:47 | Qualified |
| 4 | MANUPAMA TECHNOLOGIES PRIVATE LIMITED Under PMA | - | 19-08-2025 21:38:28 | Qualified |
| 5 | Reflex Architects Under PMA | - | 20-08-2025 13:45:03 | Qualified |
| 6 | RPR ARCHINEERS LLP Under PMA | - | 23-08-2025 16:40:03 | Qualified |
| 7 | SLIP TEC Under PMA | - | 14-08-2025 10:10:06 | Qualified |
| 8 | SM CONSULTANTS PRIVATE LIMITED Under PMA | - | 25-08-2025 15:28:54 | Qualified |
| Rank | Seller | Price | Item |
|---|---|---|---|
| L1 | ENGINEERS & CONSULTANCY(MSE)( MSE Social Category:General ) Under PMA | ₹2,68,100 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L2 | SLIP TEC (MSE)( MSE Social Category:General ) Under PMA | ₹3,27,743 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L3 | MANUPAMA TECHNOLOGIES PRIVATE LIMITED (MSE)( MSE Social Category:General ) Under PMA | ₹6,38,380 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L4 | RPR ARCHINEERS LLP (MSE)( MSE Social Category:General ) Under PMA | ₹6,42,250 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L5 | B.J. MEHTA ARCHITECTURAL & STRUCTURAL CONSULTANTS PRIVATE LIMITED (MSE)( MSE Social Category:General ) Under PMA | ₹6,68,500 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L6 | Reflex Architects (MSE)( MSE Social Category:OBC ) Under PMA | ₹7,62,000 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L7 | SM CONSULTANTS PRIVATE LIMITED (MSE)( MSE Social Category:General ) Under PMA | ₹8,89,714 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
| L8 | HORIZON (MSE)( MSE Social Category:General ) Under PMA | ₹19,00,000 | Item Categories : Structuhral audit of bldgs 1a,Structuhral audit of bldgs 1b,Structuhral audit of bldgs 1c,Structuhr |
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Main Document
BOQ
BOQ
OTHER
GEM_GENERAL_TERMS_AND_CONDITIONS