Bid Publish Date
15-Oct-2026, 7:53 pm
Bid End Date
26-Oct-2026, 6:00 pm
EMD
₹5,000
Location
Progress
The Indian Army, Department Of Military Affairs, seeks supply and execution of RCC foundation by footing, PCC layer, reinforcement, anchor bolts, RCC pedestal, main pole, base plate, gusset plate, display frame and unit assembly, ACP cladding/border, cable management, electrical protection, fabrication, welding, excavation, curing, and related works at Y Junction, Taw ang, Arunachal Pradesh 790104. The BOQ lists 63 items covering structural concrete, metalwork, mounting frames, display modules, and integration of LED/display systems, with site delivery to Taw ang. Bidder scope includes fabrication, installation, testing, and commissioning where applicable, with a bid price inclusive of all cost components. The EMD is ₹5,000. The procurement may involve 25% quantity variation with extensions on contracted rates. The address for delivery/installation is Y Junction, Taw ang. The tender emphasizes security policy compliance and NDA, with a Malicious Code certificate requirement.
EMD ₹5,000; submission with bid
Delivery at Y Junction, Taw ang; 25% quantity variation
Malicious code and NDA certificates required
No explicit payment terms provided; standard government terms apply, with payment after delivery/completion as per contract
Delivery period to commence from last date of original delivery order; extension rules for increased quantity specified; minimum 30 days for extensions
No explicit LD details in data; standard procurement practice may apply
Must possess PAN and GSTIN
Must provide EFT mandate and NDA
Compliance with Malicious Code certificate and security policies
Quantity
63
Category
Display Unit
Bid Type
Two Packet Bid
Bid Validity
170 (Days)
Bid Type
Service
Evaluation
Total value wise evaluation
Inspection Required
No
RA Qualification Rule
H1-Highest Priced Bid Elimination
Tech Clarification Time
2 Days
EMD Required
Yes
MII Purchase Preference
Yes
MII Preference Band
L1+20%
MSE Purchase Preference
Yes
MSE Preference Band
L1+15%
Bid Splitting Applied
No
Min. Avg. Annual Turnover
5
OEM Avg. Turnover
3
Past Performance
10 %
Experience Required
1 Year (s)
Arbitration Clause
No
Mediation Clause
No
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
Yes
Item Category
Rcc Foundation by Footing , PCC Layer , Reinforcement , Anchor Bolts , RCC Pedestal , Main Pole , Base Plate , Gusset Plate , Display Frame , Display Unit , ACP Clading , ACP Border Bording , Surface Treatment , cable management , Electrical protection , febrication and welding , Excavation , PCC , RCC Footing , Main Reinforcement , Distribution Ties , Concrete Cover , Anchor Template , Curing , Pole Height , Gusset Plates , Rear Support Grid , Fasteners , Welding , LED Module , LED Cabinet , Cabinet Fixing , Module Alignment , Receiving Card , SMPS , Service Access , Ventilation , AC Distribution , SMPS Input , DC Distribution , Signal Chain , Power and Signal Separation , Cable Protection , Cable Entry , Earthing , SPD , Testing , ACP Sheet , Pole Cladding , Display Border , Side Return Depth , Corners , Joints , Bottom Closure , MS Steel , Exposed Outdoor Steel , Welded Areas , Final Colour
Advisory Bank
State Bank of India
ePBG Percentage
1%
ePBG Duration (Months)
2
Max Delivery Days
15
Delivery Locations
1
Delivery Cities
Tawang
| Consignee | Address | City | State | Pincode | Quantity | Delivery Days | Additional Requirement |
|---|---|---|---|---|---|---|---|
| - | Tawang | Tawang | - | - | 1 | 15 | - |
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS
Rcc Foundation by Footing
Material dash M20 grade RCC Typical Size by Thickness Approx 600 x 600 x 750 mm Foundation sized as per soil condition and wind load
PCC Layer
Material PCC Typical size 100 mm thick Tech Specification dash below RCC Footing
Reinforcement
Material TMT Steel Typical size dash 12mm mainby 8 dash 10 mm distribution tech specification spacing cage to structual design
Anchor Bolts
Material dash GI by HDG Typical size dash M16 by M20 Tech Specification Heavy dash duty bolts with nuts and washers
RCC Pedestal
Material M20 RCC Typical size Approx300 x 300 mm Tech Specification Raised pedestal above finished ground level
Main Pole
Material MS by GI squre pipe Typical Size 100 x 100 x 4 mm Tech Specification Heavy duty single pole support
Base Plate
Material MS Plate Typical Size 10-12 mm thick tech Specification Approx 250 x 250 by 300 x 300 mm final size by engineer
Gusset Plate
Material MS Plate Typical Size As Reqd Tech Specfication Strengthening between pole and base plate
Display Frame
Material MS by GI squre rectangular pipe Typical size 40 x 40 2 mm or 50 x 25 x 2 m Tech Specification frame fabricated to display dimensions
Display Unit
Material LED Digital Signage typical size As per Approved design Tech Specification secure mounted with service access
ACP Clading
Material exterior Grade ACP Typical Size 3 mm Tech Specification Clading on pole and Structual frame
ACP Border Bording
Material ACP Folded Sheet Typical Size Approx 50 dash 100 mm Tech Specification Neat folded corners and concealed fixing
Surface Treatment
material Primer plus exterior paint HDG Typical Size As specified tech specification Anti Corrosion protection for outdor use
cable management
Material Outdoor conduit Typical size As Required Tech Specification concealed vertical cable routing through pole
Electrical protection
material MCB SPD Earthing Typical size As required Tech Specification Waterproof instalation and proper earthing
febrication and welding
material MS GI fabrication typical size As per structural detail Tech Specification Continuous appropriate welds visible welds ground smooth
Excavation
As per structural drawing firm undisturbed bearing surface
PCC
100 mm thick below RCC footing.
RCC Footing
M20 grade previous reference approx 600 x 600 x 750 mm final size to be recalculated for actual pole display and wind moment
Main Reinforcement
12 mm dia TMT bar number spacing and cage arrangement as per structural design
Distribution Ties
8 dash10 mm dia TMT spacing as per structural design
Concrete Cover
As per structural civil design maintain proper cover with spacers chairs
RCC Pedestal
Approx 300 x 300 mm raised above finished ground as required
Anchor Bolts
M16 M20 GI or HDG quantity diameter grade and bolt pattern as per base plate calculation
Anchor Template
MS template plate keep bolt centers accurate during RCC casting
Curing
Proper curing after casting not load erect before adequate concrete strength is achieved
Main Pole
100 x100 x 4 mm MS GI square tube single pole support final section by engineer
Pole Height
Approx 12 ft above ground final height according to visibility and structural design
Base Plate
10 dash12 mm MS plate typical 250 x 250 or 300 x 300 mm final plate by calculation
Gusset Plates
MS plate typically 6 dash 10 mm provided at polebase connection as required
Display Frame
40x40x2 mm or 50x25x2 mm MS GI rigid perimeter intermediate members spacing to match cabinet module fixing points
Rear Support Grid
MS GI square rectangular tube size grade according to connection design provide locking arrangement where required
Fasteners
High strength GI HDG bolts nuts & washers locking arrangement where required
Welding
Qualified MS GI fabrication proper structural welds exposed visible welds to be ground smooth
LED Module
Common outdoor module format 320 x 160 mm fix into manufacturer approved cabinet module receiving surface
LED Cabinet
Common modular cabinet formats approx. 960 x 960 mm or 960 x 640 mm use exact cabinet size supplied with selected LED system
Cabinet Fixing
MS GI rear frame suitable brackets fasteners align cabinet rows columns level faces and maintain uniform joints
Module Alignment
Row by row column bycolumn correct orientation and pixelpitch continuity
Receiving Card
Inside cabinet signal orientation according to selected receiving card manufacturer arrangement
SMPS
Inside cabinet protected rear compartment quantity and wattage based on actual LED load
Service Access
Rear or front service maintain safe clearance for module SMPS and receiving card maintenance
Ventilation
Natural forced ventilation as cabinet design requires avoid blocked heat dissipation
AC Distribution
Dedicated protected supply MCB isolator sized from calculated load
SMPS Input
Properly rated outdoor cable to each cabinet section
DC Distribution
Manufacturer-approved DC wires connectors correct polarity and cable size
Signal Chain
Controller sending system receiving cards module data chain
Power and Signal Separation
Route power and signal wiring neatly avoid unnecessary parallel runs
Cable Protection
UV/weather resistant conduit flexible conduit or suitable cable protection
Cable Entry
Weatherproof glands sealed entries and drip loops
Earthing
Bond metal structure and electrical equipment as required by electrical design
SPD
Surge protection recommended selected according to electrical design
Testing
Continuity polarity insulation earthing signal sequence and full display load test
ACP Sheet
3 mm exterior grade ACP approved colour texture
Pole Cladding
3 mm ACP folded panels neat folded returns concealed mechanically secure fixing
Display Border
Approx 50 100 mm visible border uniform width around display
Side Return Depth
As per actual cabinet frame depth measure before ACP folding
Corners
Folded bent where practical clean aligned corners
Joints
Exteriorgrade neutralcure silicone approved sealant weather sealed neat finish
Bottom Closure
ACP closure skirting as required keep drainageservice access where needed
MS Steel
Clean degrease suitable anti corrosion primer exterior-grade top coat
Exposed Outdoor Steel
Prefer hot dip galvanizing where specified otherwise suitable epoxy PU paint system
Welded Areas
Clean slag spatter grind where appropriate and prime repaired areas before top coat
Final Colour
As per approved branding design ensure coating finish is compatible with primer
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Rcc Foundation by Footing | Material dash M20 grade RCC Typical Size by Thickness Approx 600 x 600 x 750 mm Foundation sized as per soil condition and wind load | 1 | nos | 72@fd | 10 | |
| 2 | PCC Layer | Material PCC Typical size 100 mm thick Tech Specification dash below RCC Footing | 1 | nos | 72@fd | 10 | |
| 3 | Reinforcement | Material TMT Steel Typical size dash 12mm mainby 8 dash 10 mm distribution tech specification spacing cage to structual design | 1 | nos | 72@fd | 10 | |
| 4 | Anchor Bolts | Material dash GI by HDG Typical size dash M16 by M20 Tech Specification Heavy dash duty bolts with nuts and washers | 1 | nos | 72@fd | 10 | |
| 5 | RCC Pedestal | Material M20 RCC Typical size Approx300 x 300 mm Tech Specification Raised pedestal above finished ground level | 15 | kg | 72@fd | 10 | |
| 6 | Main Pole | Material MS by GI squre pipe Typical Size 100 x 100 x 4 mm Tech Specification Heavy duty single pole support | 1 | nos | 72@fd | 10 | |
| 7 | Base Plate | Material MS Plate Typical Size 10-12 mm thick tech Specification Approx 250 x 250 by 300 x 300 mm final size by engineer | 1 | nos | 72@fd | 10 | |
| 8 | Gusset Plate | Material MS Plate Typical Size As Reqd Tech Specfication Strengthening between pole and base plate | 1 | nos | 72@fd | 10 | |
| 9 | Display Frame | Material MS by GI squre rectangular pipe Typical size 40 x 40 2 mm or 50 x 25 x 2 m Tech Specification frame fabricated to display dimensions | 1 | nos | 72@fd | 10 | |
| 10 | Display Unit | Material LED Digital Signage typical size As per Approved design Tech Specification secure mounted with service access | 1 | nos | 72@fd | 10 | |
| 11 | ACP Clading | Material exterior Grade ACP Typical Size 3 mm Tech Specification Clading on pole and Structual frame | 1 | nos | 72@fd | 10 | |
| 12 | ACP Border Bording | Material ACP Folded Sheet Typical Size Approx 50 dash 100 mm Tech Specification Neat folded corners and concealed fixing | 1 | nos | 72@fd | 10 | |
| 13 | Surface Treatment | material Primer plus exterior paint HDG Typical Size As specified tech specification Anti Corrosion protection for outdor use | 1 | nos | 72@fd | 10 | |
| 14 | cable management | Material Outdoor conduit Typical size As Required Tech Specification concealed vertical cable routing through pole | 1 | nos | 72@fd | 10 | |
| 15 | Electrical protection | material MCB SPD Earthing Typical size As required Tech Specification Waterproof instalation and proper earthing | 1 | nos | 72@fd | 10 | |
| 16 | febrication and welding | material MS GI fabrication typical size As per structural detail Tech Specification Continuous appropriate welds visible welds ground smooth | 1 | nos | 72@fd | 10 | |
| 17 | Excavation | As per structural drawing firm undisturbed bearing surface | 1 | nos | 72@fd | 10 | |
| 18 | PCC | 100 mm thick below RCC footing. | 1 | nos | 72@fd | 10 | |
| 19 | RCC Footing | M20 grade previous reference approx 600 x 600 x 750 mm final size to be recalculated for actual pole display and wind moment | 1 | nos | 72@fd | 10 | |
| 20 | Main Reinforcement | 12 mm dia TMT bar number spacing and cage arrangement as per structural design | 1 | nos | 72@fd | 10 | |
| 21 | Distribution Ties | 8 dash10 mm dia TMT spacing as per structural design | 1 | nos | 72@fd | 10 | |
| 22 | Concrete Cover | As per structural civil design maintain proper cover with spacers chairs | 1 | nos | 72@fd | 10 | |
| 23 | RCC Pedestal | Approx 300 x 300 mm raised above finished ground as required | 1 | nos | 72@fd | 10 | |
| 24 | Anchor Bolts | M16 M20 GI or HDG quantity diameter grade and bolt pattern as per base plate calculation | 1 | nos | 72@fd | 10 | |
| 25 | Anchor Template | MS template plate keep bolt centers accurate during RCC casting | 1 | nos | 72@fd | 10 | |
| 26 | Curing | Proper curing after casting not load erect before adequate concrete strength is achieved | 1 | nos | 72@fd | 10 | |
| 27 | Main Pole | 100 x100 x 4 mm MS GI square tube single pole support final section by engineer | 1 | nos | 72@fd | 10 | |
| 28 | Pole Height | Approx 12 ft above ground final height according to visibility and structural design | 1 | nos | 72@fd | 10 | |
| 29 | Base Plate | 10 dash12 mm MS plate typical 250 x 250 or 300 x 300 mm final plate by calculation | 1 | nos | 72@fd | 10 | |
| 30 | Gusset Plates | MS plate typically 6 dash 10 mm provided at polebase connection as required | 1 | nos | 72@fd | 10 | |
| 31 | Display Frame | 40x40x2 mm or 50x25x2 mm MS GI rigid perimeter intermediate members spacing to match cabinet module fixing points | 1 | nos | 72@fd | 10 | |
| 32 | Rear Support Grid | MS GI square rectangular tube size grade according to connection design provide locking arrangement where required | 1 | nos | 72@fd | 10 | |
| 33 | Fasteners | High strength GI HDG bolts nuts & washers locking arrangement where required | 1 | nos | 72@fd | 10 | |
| 34 | Welding | Qualified MS GI fabrication proper structural welds exposed visible welds to be ground smooth | 1 | nos | 72@fd | 10 | |
| 35 | LED Module | Common outdoor module format 320 x 160 mm fix into manufacturer approved cabinet module receiving surface | 1 | nos | 72@fd | 10 | |
| 36 | LED Cabinet | Common modular cabinet formats approx. 960 x 960 mm or 960 x 640 mm use exact cabinet size supplied with selected LED system | 1 | nos | 72@fd | 10 | |
| 37 | Cabinet Fixing | MS GI rear frame suitable brackets fasteners align cabinet rows columns level faces and maintain uniform joints | 1 | nos | 72@fd | 10 | |
| 38 | Module Alignment | Row by row column bycolumn correct orientation and pixelpitch continuity | 1 | nos | 72@fd | 10 | |
| 39 | Receiving Card | Inside cabinet signal orientation according to selected receiving card manufacturer arrangement | 1 | nos | 72@fd | 10 | |
| 40 | SMPS | Inside cabinet protected rear compartment quantity and wattage based on actual LED load | 1 | nos | 72@fd | 10 | |
| 41 | Service Access | Rear or front service maintain safe clearance for module SMPS and receiving card maintenance | 1 | nos | 72@fd | 10 | |
| 42 | Ventilation | Natural forced ventilation as cabinet design requires avoid blocked heat dissipation | 1 | nos | 72@fd | 10 | |
| 43 | AC Distribution | Dedicated protected supply MCB isolator sized from calculated load | 1 | nos | 72@fd | 10 | |
| 44 | SMPS Input | Properly rated outdoor cable to each cabinet section | 1 | nos | 72@fd | 10 | |
| 45 | DC Distribution | Manufacturer-approved DC wires connectors correct polarity and cable size | 1 | nos | 72@fd | 10 | |
| 46 | Signal Chain | Controller sending system receiving cards module data chain | 1 | nos | 72@fd | 10 | |
| 47 | Power and Signal Separation | Route power and signal wiring neatly avoid unnecessary parallel runs | 1 | nos | 72@fd | 10 | |
| 48 | Cable Protection | UV/weather resistant conduit flexible conduit or suitable cable protection | 1 | nos | 72@fd | 10 | |
| 49 | Cable Entry | Weatherproof glands sealed entries and drip loops | 1 | nos | 72@fd | 10 | |
| 50 | Earthing | Bond metal structure and electrical equipment as required by electrical design | 1 | nos | 72@fd | 10 | |
| 51 | SPD | Surge protection recommended selected according to electrical design | 1 | nos | 72@fd | 10 | |
| 52 | Testing | Continuity polarity insulation earthing signal sequence and full display load test | 1 | nos | 72@fd | 10 | |
| 53 | ACP Sheet | 3 mm exterior grade ACP approved colour texture | 1 | nos | 72@fd | 10 | |
| 54 | Pole Cladding | 3 mm ACP folded panels neat folded returns concealed mechanically secure fixing | 1 | nos | 72@fd | 10 | |
| 55 | Display Border | Approx 50 100 mm visible border uniform width around display | 1 | nos | 72@fd | 10 | |
| 56 | Side Return Depth | As per actual cabinet frame depth measure before ACP folding | 1 | nos | 72@fd | 10 | |
| 57 | Corners | Folded bent where practical clean aligned corners | 1 | nos | 72@fd | 10 | |
| 58 | Joints | Exteriorgrade neutralcure silicone approved sealant weather sealed neat finish | 1 | nos | 72@fd | 10 | |
| 59 | Bottom Closure | ACP closure skirting as required keep drainageservice access where needed | 1 | nos | 72@fd | 10 | |
| 60 | MS Steel | Clean degrease suitable anti corrosion primer exterior-grade top coat | 1 | nos | 72@fd | 10 | |
| 61 | Exposed Outdoor Steel | Prefer hot dip galvanizing where specified otherwise suitable epoxy PU paint system | 1 | nos | 72@fd | 10 | |
| 62 | Welded Areas | Clean slag spatter grind where appropriate and prime repaired areas before top coat | 1 | nos | 72@fd | 10 | |
| 63 | Final Colour | As per approved branding design ensure coating finish is compatible with primer | 1 | nos | 72@fd | 10 |
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PAN card copy
GSTIN copy
Cancelled cheque copy
EFT mandate certified by bank
Malicious Code Certificate
Non-disclosure declaration certificate
Vendor Code creation documents
Any OEM authorizations if applicable
Bidders must submit PAN, GSTIN, cancelled cheque, EFT mandate, NDA and Malicious Code Certificate along with bid; prepare vendor-code creation documents and any OEM authorizations if applicable to participate in the Indian Army procurement at Taw ang.
The purchaser may increase or decrease quantity up to 25% at contract award and during the currency of the contract with contracted rates; additional delivery time uses the formula (increased quantity/original quantity) × original delivery period, with a minimum 30 days extension.
Delivery/installation must occur at Y Junction, Taw ang, Arunachal Pradesh 790104; the scope includes on-site fabrication and structural assembly at the specified location.
The Earnest Money Deposit required is ₹5,000; bidders must accompany bid with the EMD as part of vendor-creation requirements.
The tender requires Malicious Code Certificate and NDA; while specific IS/ISO standards are not stated, bidders should align with civil/structural and electrical safety norms per government practice.
Scope covers RCC foundation by footing, PCC layer, reinforcement, anchor bolts, RCC pedestal, main pole, base plate, gusset plates, display frame/unit, ACP cladding/border, cable management, electrical protection, fabrication, welding, excavation, curing, and LED/display module integration.
Prepare a certificate asserting no embedded malicious code in hardware/software; confirm no security breaches or IP infringements; attach to bid submission as part of buyer added terms for the Indian Army Taw ang procurement.
Delivery period starts from the last date of the original delivery order; quantity increases allowed by 25%; extended time calculated as (increased/original) × original period, minimum 30 days; extensions may extend up to the original delivery period.