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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC HYDERABAD HYDERABAD TELANGANA 500068 INDIA UDYAM TS 09 0012645 | MEDCHAL MALKAJGIRI | TELANGANA | 500068 | L1 | Accepted-AOC L1 BIDDER IS TECHNO COMMERCIALLY ELIGIBLE | |
| 2 | L2₹13.0 L+₹1.9 L (16.7%)Rejected-Finance | L2 | Rejected-Finance REJECTED AS L2 | |
| 3 | L3₹17.0 L+₹5.9 L (53.1%)Rejected-Finance | L3 | Rejected-Finance REJECTED AS L3 | |
| 4 | L4₹21.8 L+₹10.7 L (96.0%)Rejected-Finance | L4 | Rejected-Finance REJECTED AS L4 |
Tender Value
₹30.0 L
EMD Value
₹37,600
Closing Date
18 Jul 2022, 5:00 pmClosed
SO ENM,Ib valley area
SO(EnM) Office, GM Office, IB Valley Area
Structural Stability Test on bunker and belt conveyor structure of circuit 1 (IR Feeder Breaker) and circuit 2 (Lnt Feeder) installed at Lajkura OCP of IB Valley Area.
2022_MCL_249100_1
MCL/GM/IBV/ENM/etender/112037 dated.05.07.2022
Open Tender
Miscellaneous Works
Item Rate
30 days
LOCP, IB VALLEY AREA
Please refer Tender documents.
4 documents required · 4 mandatory
₹37,600
9 Sept 2022
5 Jul 2022
20 Jul 2022
6 Jul 2022
18 Jul 2022
6 Jul 2022
6 Jul 2022 - 11 Jul 2022
Amount
Fabrication of Pontoon
Visual Inspection of Structural frames/ gantry/bunker/ hopper and foundation –As per ASME SEC V -2013
Non destructive test of Bunker,hopper and crusher material, welds, ultrasonic test, magnetic particle test, dye penetrant test as per ASME Sec V-Article-23
Ultrasonic Thickness gauging of bunker, frame material, gantry, foundation, structure- as per ASME SEC V-2013
Total Station Theodolite:- To check alignment of steel members, gantry girders, trusses, purlins and wind bracings with help of Total station theodolite.
Sections Verification.- Verification of steel cross sections, Steel members, column distances and all necessary dimension measurement of structure.
General Arrangement Drawing Preparation
Report and Interpretation: Preparing and submitting comprehensive report consisting of findings from visual inspection, test data, interpretation of results and final conclusions along with sketch indicating the location of the test.
Structural Stability Analysis:- 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 of the materials/available properties of existing materials in STAAD Pro V8i or manually whichever is preferred as per IS456, IS1893 and loading as perIS875. (For grade of concrete less than M15 manual calculation will be preferred).
Repair Methodology & BOQ
Stability Certification by Structural Chartered Engineer before repairing
Stability Certification by Structural Chartered Engineer after repairing suggested if any
Total impact of GST for the purpose of CTC
SHUBHAM ENTERPRISE
KBP Civil Engineering Services
ESI SERVICES INDIA LLP
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