Indian Army Procurement: Flex PCB & Cable Assemblies Tender Dimapur Nagaland 2026
Indian Army
DIMAPUR, NAGALAND
Bid Publish Date
09-Feb-2026, 10:59 am
Bid End Date
02-Mar-2026, 11:00 am
EMD
₹2,75,600
Value
₹2,75,54,720
Location
Progress
Quantity
35681
Category
A1
Bid Type
Two Packet Bid
Public procurement opportunity for Uranium Corporation Of India Limited A1, A2, A3, A4, A5, A6, A7, A8, A9, A10, A11, A12, A13, A14, A15, B1, B2, B3, C1, C2, C3, C4, C5, C6, D1 in CUDDAPAH, ANDHRA PRADESH. Quantity: 35681 issued by. Submission Deadline: 02-03-2026 11: 00: 00. View full details and respond.
Main Document
BOQ
BOQ
BOQ
OTHER
ATC
GEM_GENERAL_TERMS_AND_CONDITIONS
Indian Army
DIMAPUR, NAGALAND
Engineers India Limited
PUNE, MAHARASHTRA
Indian Army
DIMAPUR, NAGALAND
Armed Forces Tribunal
LOHIT, ARUNACHAL PRADESH
Indian Oil Corporation Limited
BEGUSARAI, BIHAR
Tender Results
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| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | A1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 350 | cum | tmplconsignee2 | 365 |
| 2 | A2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m, complete as per directions of Engineer-in-charge. | 300 | cum | tmplconsignee2 | 365 |
| 3 | A3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1-3-6 (1 Cement - 3 coarse sand (zone-III) -6 graded stone aggregate 20 mm nominal size), complete as per directions of Engineer-in-charge. | 100 | cum | tmplconsignee2 | 365 |
| 4 | A4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1-1.5-3 (1 cement - 1.5 coarse sand (zone-III)- 3 graded stone aggregate 20 mm nominal size), complete as per directions of Engineer-in-charge. | 350 | cum | tmplconsignee2 | 365 |
| 5 | A5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level and below plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or 550D, complete as per directions of Engineer-in-charge. | 28,000 | kg | tmplconsignee2 | 365 |
| 6 | A6 | Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and lifta) in Foundations, footings, bases of columns, etc.complete as per directions of Engineer-in-charge. | 750 | sqm | tmplconsignee2 | 365 |
| 7 | A7 | Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and liftb) In superstructure columns, lintels, beams, plinth beams, roofs etc., complete as per directions of Engineer-in-charge. | 750 | sqm | tmplconsignee2 | 365 |
| 8 | A8 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete, complete as per directions of Engineer-in-charge. | 650 | sqm | tmplconsignee2 | 365 |
| 9 | A9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete,complete as per directions of Engineer-in-charge. | 250 | cum | tmplconsignee2 | 365 |
| 10 | A10 | Demolishing R.C.C. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 150 | cum | tmplconsignee2 | 365 |
| 11 | A11 | Neat cement punning | 500 | sqm | tmplconsignee2 | 365 |
| 12 | A12 | Providing and Grouting of pockets with cementitious grout Non Shrink of approved make by suitable means Free flowing pump curing etc Complete as per directions of Engineer in charge The payment shall be made on the basis of actual weight of approved grout used as per directions of Engineer in charge | 1,000 | kg | tmplconsignee2 | 365 |
| 13 | A13 | Structural steel work riveted, bolted or welded in built up sections, and framed work like purlins, frames, trusses etc. including cutting, hoisting, fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer, complete as per directions of Engineer-in-charge.. | 1,000 | kg | tmplconsignee2 | 365 |
| 14 | A14 | Providing, laying and jointing glazed stoneware pipes of 150mm dia pipe of class SP1with stiff mixture of cement mortar in the proportion of 1ratio1 1 cement 1 fine sand including testing of joints etc complete as per directions of Engineer in charge | 150 | meter | tmplconsignee2 | 365 |
| 15 | A15 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1-4 (1 cement - 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1-2-4 mix (1 cement - 2 coarse sand - 4 graded stone aggregate 20 mm nominal size) , ic necessary excavation, foundation concrete 1-5-10 (1 cement -5 fine sand - 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1-3 (1 cement - 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design - 18.35.1 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5, complete as per directions of Engineer-in-charge. | 10 | nos | tmplconsignee2 | 365 |
| 16 | B1 | Providing and Laying Sheet Base Lining on the Wall, Floor Drain, Collection Sump using Compatible Material Poly Propylene Homo Laminated and Duly bonded with Fiber compitable to Polyster Resin and Fiber. Total thickness of the Lining Shall be 4.0 MM suitable to withstand against 98 percentSulfuric Acid. Scope includes Bond Test (With Wooden Mallet, not more then 3 percent Air Pocket or Any Air Pocket of 6inchX 6inch should be there) and 100 percent Spark testing of the Lining. The Lining should be applied after thorough cleaning of surface and preparation of surface by mechanical means like Grinding, Cleaning With Cup / Wire Brush and Acid Wash to be done before commencement of the job including cost of all materials, labour charges, tools and tackles and taxes etc. complete as per specifications and directions of Engineer-in-charge. | 400 | sqm | tmplconsignee2 | 365 |
| 17 | B2 | Supply and Installation of pre-fabricated & moulded outside and then to be fixed at the location and make it leak proof by Welding or Any Other Means. Material used for the Fabrication of the Drain must have due Chemical Resistant against 98% Sulphuric Acid and Sodium Sulphate and compatible to the site other operating conditions. Total Thickness of the Drain Fabricated with Plastic Laminated Poly Propylene Homo, Sheet, Fibre and Resin with 6 to 8MM thick including cost of all materials, labour charges, tools and tackles and taxes etc. complete as per specifications and directions of Engineer-in-charge. | 150 | sqm | tmplconsignee2 | 365 |
| 18 | B3 | Supply and Application of Acid Resistant Tiles Lining of12mm in the chemical house floor ans sherting material used should be with stand Hydrogen Peroxide ,Uranium Peroxide and Caustic used. Scope includes suppy of acid resistant tiles 12mm thick 300mmX300mm as per IS4457 application and laying Bitumen primer followed with fixing of the Bricks with Cres mort-cn CNRL Based mortar as per IS 4443 Joint filling with Cres Fill -VE as per IS 4832 Part 2, Polysrter Resing Base Mortat Using Binyl Ester. complete as per specifications and directions of Engineer-in-charge. | 400 | sqm | tmplconsignee2 | 365 |
| 19 | C1 | M12X150 HILTI ANCHOR BOLT RE 500 V4 CHEICAL DRILLING AND FIXING WITH MATERIAL | 120 | nos | tmplconsignee2 | 365 |
| 20 | C2 | M16X200 HILTI ANCHOR BOLT RE 500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL | 120 | nos | tmplconsignee2 | 365 |
| 21 | C3 | M20 X240 HILTI ANCHOR BOLT RE 500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL | 100 | nos | tmplconsignee2 | 365 |
| 22 | C4 | M24X300 HILTI ANCHOR BOLT RE 500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL | 40 | nos | tmplconsignee2 | 365 |
| 23 | C5 | M27X300 HILTI ANCHOR BOLT RE500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL | 20 | nos | tmplconsignee2 | 365 |
| 24 | C6 | M30X380 HILTI ANCHOR BOLT RE500 V4 CHEICAL DRILLING AND FIXING WITH MATERIAL | 20 | nos | tmplconsignee2 | 365 |
| 25 | D1 | Design, Supply, installation and commissioning with all allied works of Automatic Drum Filling System by volumetric base Powder filling, GLASS CHAMBER of 10 meter x 22 meter and 10 meter height approx. with SS Glass Supports and Covering all Four Sides and Top side also with no leakages in any place, Ventilation system for glass chamber to keep dust free always inside the glass chamber and it should be under negative suction/ drought. | 1 | lot | tmplconsignee2 | 365 |
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Uranium Corporation Of India Limited
📍 CUDDAPAH, ANDHRA PRADESH
Bharat Petroleum Corporation Ltd
📍 SAGAR, MADHYA PRADESH
Bridge And Roof Company (india) Limited
📍 PANIPAT, HARYANA
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Main Document
BOQ
BOQ
BOQ
OTHER
ATC
GEM_GENERAL_TERMS_AND_CONDITIONS