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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC 192 SAHARANPUR ROAD PATEL NAGAR OPP BANK OF BARODA DEHRADUN 248002 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248002 | L1 | Accepted-AOC As per financial evaluation | |
| 2 | L2₹3.4 L+₹12,171 (3.76%)Rejected-AOC GOLDEN JEWELLERS NEAR AZAD TENT HOUSE MAJRA MAJRA SAHARANPUR ROAD PATAL NAGER DEHRADUN UTTARAKHAND 248171 | DEHRADUN | UTTARAKHAND | 248171 | L2 | Rejected-AOC As per financial evaluation | |
| 3 | L3₹3.4 L+₹19,380 (5.98%)Rejected-AOC 35 MOTI BAZAR DEHRADUN DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | L3 | Rejected-AOC As per financial evaluation | |
| 4 | L4₹5.6 L+₹2.4 L (74.2%)Rejected-AOC | L4 | Rejected-AOC As per financial evaluation |
Tender Value
₹3.2 L
EMD Value
₹3,246
Closing Date
30 Jul 2022, 5:00 pmClosed
AGM(Procurement)
Gangotri bhawan,Pragati puram,By pass Road,THDCIL,Rishikesh
Shifting of I.T assets and inferastructure from Pragati Bhawn to Gangotri Bhawan
2022_THDC_701531_1
THDC/RKSH/PROC/13/2022-23
Limited
Miscellaneous Works
Works
45 days
THDCIL Rishikesh
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,298
Yes
THDC India Limited
₹3,246
Yes
3 Feb 2023
19 Jul 2022
1 Aug 2022
19 Jul 2022
30 Jul 2022
19 Jul 2022
Dismantling of following size network racks including jack panel, KVM switches, connecting cables, and other accessories and re-installation of same in the new location
Dismantling of rack-mount servers from the existing server rack and re-installation of same in the new location
Dismantling of network switches, UTM appliance, and Wi-Fi controller including connecting cables and re-installation of same with proper tagging for all connecting cables in the new location
Network Switch
Router
Wi-Fi Controller
Shifting of fireproof almirah of about 700 Kg weight to the new location
Shifting of Desktop, Monitor, Printer, UPS and Scanner with all accessories to the new location
Desktop PC
Monitor
Printer
Installation of Heavy Grade Raised Flooring at new server room for a floor size of 30x15 feet (450 sq. feet) or 41.82Sqm Item specifications: Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: (a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machinescrew with rawl plug. (b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. (c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction withan enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centreof the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.54.2- 450 mm Finished Floor Height (FFH).
Data Link Technology
ARTLINE SOLUTIONS
Maan computer Servies
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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