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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | ₹15.9 L | L1 | Accepted-AOC AOC is being awarded to the lowest bidder |
| 2 | L2₹17.9 L+₹2.0 L (12.3%)Rejected-Finance B 248 BASEMENT BLOCK B CHITTARANJAN PARK NEW DELHI 110019 11 SOUTH DELHI DELHI 110019 | SOUTH EAST DELHI | DELHI | 110019 | ₹17.9 L+₹2.0 L (12.3%) | L2 | Rejected-Finance Rejected for being other than lowest |
| 3 | L3₹19.8 L+₹3.9 L (24.3%)Rejected-Finance C 131 1ST FLOOR ANTOPHILL WAREHOUSING COMPLEX VIT COLLEGE MARG WADALA EAST MUMBAI 400037 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400037 | ₹19.8 L+₹3.9 L (24.3%) | L3 | Rejected-Finance Rejected for being other than lowest |
| 4 | L4₹23.3 L+₹7.4 L (46.4%)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 | ₹23.3 L+₹7.4 L (46.4%) | L4 | Rejected-Finance Rejected for being other than lowest |
| 5 | L5₹28.8 L+₹12.8 L (80.5%)Rejected-Finance | ₹28.8 L+₹12.8 L (80.5%) | L5 | Rejected-Finance Rejected for being other than lowest |
Tender Value
₹32.0 L
EMD Value
₹64,000
Closing Date
5 Mar 2026, 11:00 amClosed
CCE(RnD)Delhi
P-1 Building Metcalfe House Complex, Delhi 110 054
PROVISION OF STRUCTURAL HEALTH ASSESSMENT OF RESIDENTIAL ACCOMMODATION AT TIMARPUR, DELHI
2026_DRDO_899676_1
CCE (R N D)D/ENQ/SHA/TIMARPUR/DLI/25-26
Open Tender
Miscellaneous Works
Percentage
60 days
Timarpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹64,000
7 May 2026
20 Feb 2026
6 Mar 2026
20 Feb 2026
5 Mar 2026
26 Feb 2026
VISUAL SURVEY
Visual inspection for surface damages, cracks, flaking, coloration, local weaknesses, etc and their damage classification. Simple tools and instruments like camera with flash light, magnifyingglass, binoculars, gauge for crack width measurement, chisel and hammer, etc shall be used for measuring the distresses. The visual inspection shall largely cover areas of high distress, cracks and their location, 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 etc
REBOUND HAMMER TEST
For determining the estimated compressive strength of concrete and uniformity of concrete in terms of surface hardness as per IS: 516 (Part5/Sec. 4): 2020, also establishing correlation chart between rebound hammer and other confirmatory test for estimated in-situ strength of concrete if required.
ULTRA-SONIC PULSE VELOCITY TEST
ELECTRICAL RESISTIVITY METER TEST
It is used in determination of Estimation of the likelihood of corrosion, Indication of corrosion rate, Correlation to chloride permeability, Determination of zonal requirements for cathodic protection systems, Identification of areas within a structure most susceptible to chloride penetration as per BS EN 12696:2000, RILEM TC-154, AASHTO T277 RCP, AASHTO T259, ASTM C 1202 97
CORE TEST
PH VALUE TEST (FOR ALKANITY OF CONCRETE)
As per relevant B.S. 5328, ACI 201.2R-92 and ACI-318-99, IS 456:2000, BS 8110
CARBONATION TEST
COVER DEPTH MEASUREMENT
HALF CELL POTENTIAL TEST
REPAIR METHODOLOGY
Repairing Methodology for structural serviceability and safety, periodic maintenance scheme, futuristic protection of structure. The recommendation for structural repair and rehabilitation to the structures shall have detailed technical specifications, materials to be used and design details, vulnerability indices and order of urgency to repair along with submission of Appriximate Estimate, rate analysis & supporting quotations for all items of work etc. all complete and all as per direction of EIC / PM / CCE.
STRUCTURAL STABILITY ANALYSIS THROUGH STAAD PRO
To check the vulnerability analysis, structural deficiencies and structural stability analysis of overall structure, In the structural analysis of existing structure, we will use the results of NDT & STAAD of the materials/available properties of existing materials.
REPORT AND INTERPRETATION (FOR 04 TOWERS)
Preparing and submitting of comprehensive report consisting of findings from visual inspection, test data, interpretation of results, final conclusions and recondenation along with detailed drawings, sketch indicating the location of the test. The cost shall include the cost of multiple site visits (including fee, boarding & lodging charges) & vetting charges by IIT or any reputed Institution approved by Department. Also recommend the name of the reputed rectrofitting agencies having credential and expertise in respective field to carry out all such kind of Structures / Buidlings .
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