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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
4 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
TENDER
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or "V" whichever is less ;where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of 'total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b)(1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
Defination of Similar Work :- Similar works for the above tender shall be:- Supply, installation, testing and commissioning of any LT/HT Electrical Work
68 conditions · 6 needing a document upload
Valid copy of PAN and GSTIN needs to be furnished along with the documents.
Tender Form (First Sheet) as per 'Annexure-I'
For Sole Proprietorship firm a)Affidavit as per 'Proforma I'. b)Special power of Attorney as per proforma given in 'Proforma II' to be submitted by sole proprietor firm duly notarized.(Not required if tender documents are submitted by proprietor himself)
For Partnership firm a)Self/Notary attested copies of Partnership deed. b)Special Power of Attorney as per proforma given in 'Proforma-III' to be submitted by Partnership firm. (Not required if one or more partners are authorized in Parternership deed to sign on behalf of the firm.)
For Limited Company a) Copy of Memorandum & Articles of Association of Company. b)Self /Notary attested copy of resolution passed by Board of Directors authorizing its Director/Employee to deal with tender on behalf of company. c) Attested copy of Notarized Special Power of Attorney including ratification clause duly signed by person authorized by the company.(D) A copy of Certificate of Incorporation
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Guideline/Specification for design, installation and commission of High Mast Tower.
The designing of high mast tower foundation should be done after testing of soil bearing capacity and approved by the competent authority
"The successful tenderer shall furnish complete specification of high mast & the following drawings:a) General arrangements drawing.b) Lighting layout & Electrical schematic drawing.c) Foundation drawing for High Mast.d) Any other drawing considered necessary by Railways."
"The design of High mast i) Must be validated and approved by RITES.ii)Galvanization thickness should conform to the relevant IS standard IS 2629/IS 4759/IS 1367(Part XIII)iii)Thickness of all sections (lower section, middle and top) should be clearly defined in the specification.iv)Design should ensure smooth raising/lowering operation under windy conditions."
Mandatory Documentation for High mast should be produced for traceability and quality assurance i) OEM test certificate ii) Type test report from NABL Lab iii) Tax invoice iv) Stock transfer Invoice v) Delivery Challan vi) Quality Assurance Plan (QAP) vii) General Arrangement drawing (GAD) viii) Technical data sheet ix) Warranty certificate x) Foundation Design calculation.
"Additional documents (If supplied through Authorized dealer) i) Material transfer certificate from OEMii)OEM authorization certificate iii) Receipt challans iv) Traceability documents for supplied material"
"For foundation bolts following points to be ensureda.Grade, make, and specifications of high tensile foundation bolts should be clearly mentioned in the technical specification.b.Foundation bolts should be supplied and certified by OEM only.c.Galvanized nuts, washers, and locking arrangements should be provided.d.Bolt tightening torque values should be specified and recorded during erection.e.Foundation Bolts & Hardware should confirm to relevant IS standards i.e. IS 2629 / IS 4759/ IS 1367(Part XIII) etc."
Provision of counterweights whenever required should form part of OEM design. Counterweight system should ensure proper balancing of lantern carriage, reduced load on winch mechanism and smooth operation during maintenance. Counterweights should be securely enclosed and protected and protected against corrosion.
Stainless steel wire rope should be used. Minimum specification should include grade material and should confirm to relevant IS standard. Diameter of wire rope should be min 6 mm or as per design requirement of OEM.
Design of High mast luminaire should account for size, weight and wind area so as to not affect structural loading of the Mast and the same to be certified by OEM.
"The mast should have permanent identification marking indicating.i)OEM name and address.ii)Year of manufacture.iii)Wind speed rating.iv)Safe working load.v)Mast Height.vi)Serial number of Mast."
Working life of High mast tower should be of 25 years.
All other specification/Guideline for High Mast Tower should be followed as per RDSO Technical circular No.2025/EEM/113/1/Pt. I dated 06.05.2026. in case of any inconsistency in technical specification mentioned in tender Document, RDSO Technical circular No.2025/EEM/113/1/Pt. I dated 06.05.2026 will be taken as reference.
At NBQ-Additional Electrical work for completion of NBQ 1st entry building & entry porch as per ABSS plan.
RNY-EL-T-13-2026-27~NFR
RNY-EL-T-13-2026-27
Open
Works - General
180 Days
Kamrup, Assam
₹0
₹3.4 L
9 Oct 2026
9 Oct 2026
21 Oct 2026
186 items across 6 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 56,73,376.56 | ||
| — | 1.00 | — | — | ||
| Supply of 20 mtr long high mast system with its all accessories and suitable equipments. Mast shaft shall be in two sections, hot dip galvanised and suitable for wind velocity as per IS: 875 part 3. It shall also include accessories for high mast including head frame, 3/4 point suspension system with steel wire rope 6 mm dia (7/19 construction) double drum winch, galvanised lantern carriage arrangement suitable for 9 luminaries (9 nos of 72 LED/200 watt LED flood lights) symmetrically & its control gear boxes & lightning finial. The mast shall have an integral power tool installed inside the base compartment for its operation and this include supply of foundation bolt manufactured from special steel along with nut and bolt washers,anchor plate and templates.. Lightning protection system and surge protection devices(type-3) to be provided at the top. The cable connection for luminaries should be the size of 4.0 sq. mm, 5 core flexible EPR insulated PCP sheathed copper cable.The design of High mast Must be validated and approved by RITES. | — | — | — | 4,01,200 | |
| — | 9.00 | — | — | ||
| Supply,testing, installation and commissioning of IP 66 high power LED flood light luminaries 120/150 watt LED with pressure die-cast aluminuium housing, complete with all accessories as per direction of EIC at site. Lumens out put should be of 120 Lumens/watt, LED should be as per LM-80/IS: 16105. LED driver's efficiency should be minimum 90%, Power factor of complete fitting should be greater than 0.90, Input operating voltage: 140V to 277V AC and driver should be as per IEC: 62384/IS:16104. The LED fittings should be warranted for 5 years. | — | — | — | 32,418 | |
| — | 1.00 | — | — | ||
| Supply and erection of control panel housing suitable for control circuit for the operation of the mast, it shall also consist of suitable control for the power tool motor including timeswitch for 50%& 100% opertion of luminaries also including automatic switching ON/OFFsystem with provision of Intelligent Field Device (IFD) having inbuilt energy metering, Analog Inputs, Digital Inputs, Digital Outputs, GPRS communication/ethernet, LAN, WiFi, etc., display along with filter power circuit having fuses, AC to DC power supply providing adequate DC Supply options (Viz. 5V/12V/24V etc) with battery back for monitoring and control of High Mast tower capable of monitoring & control electrical parameters, sensors parameters with necessary control capability through internet cloud computing alongwith integration with CRIS Software and hosted at Tier III level secured Data centre as per specifications- - IFD (1 x 1). | — | — | — | 9,396.68 | |
| — | 2.00 | — | — | ||
| Supply, of twin dome aviation obstruction lights with 1 no 25 W neon spiral lamp (2 fittings/mast necessary) | — | — | — | 2,335.64 | |
| — | 1.00 | — | — | ||
| "Design and casting of suitable shallow foundation with M-20 concrete (1:1.5:3) for 20 mtr high mast . The designing of high mast tower foundation should be done as per1.Type of Soil and soil bearing capacity of the site2.Wind loading3.Seismic zone4.Dynamic Loading Due to Vibration and Loading.5.Minimum factor of safety as per relevant IS standards should be ensured.Certificate regarding the above points must be approved before execution of work." | — | — | — | 27,439.11 | |
| — | 1.00 | — | — | ||
| Errection of high mast tower with the help of suitable equipments & wiring of luminaries with supply of necessary wiring materials as per IS. | — | — | — | 19,301.3 | |
| — | 50.00 | — | — | ||
| Supply and erection of earthing by made of B class GI pipe of 3000 mm length, 50 mm diameter & 3.6 mm thickness.The GI Strip ( should be welded with the earth pipe. The pipe is provided with a tapered casing at the lower end in order to facilitate the driving. A funnel with perforated plate to be provided at the top of the pipe for pouring water during dry season to have an effective earth value.The connecting conductor from earth electrode tothe distribution panel board should not be thinner than 8 SWG GI wire to carry the fault current. The earth fill shall be of homogeneous layer of common earth soil. Where soil restivity is high, earth restivity enhancing material may be used, Bentonite or similar earth enhancing material may be used in rocky soil. Earth box to be precasted RCC and The values of earth resistance measured should be painted on the Earth pit cover/lid along with the date of measurement. As per Drg. No. DRG NO:PCEE/ELG/DRG/2024/1 dated 30.09.2024 & as perTechnical circular no. EL/PS/2024/1 (EARTHING SYSTEM). | — | — | — | 84,325 | |
| — | 250.00 | — | — | ||
| Horizontal machine borring under track/Road/existing circulating area at a depth of 2.0 mtr below GL including required size HDPE pipe observing all necessary safety for human life and others movement as per direction of engineer at site. | — | — | — | 13,55,750 | |
| — | 300.00 | — | — | ||
| Supply of 4 core 150 sq mm, 1100 volt grade, XLPE insulated and PVC sheathed Aluminium multistrand armoured cable conforming to IS 1554(PART - I) & IS 7098(PART - I) with latest amendment. | — | — | — | 8,65,354 | |
| — | 300.00 | — | — | ||
| Supply, testing of 4 core 95 sq mm 1100 volt grade, XLPE insulated and PVC sheathed Aluminium multistrand armoured cable conforming to IS 1554(PART - I) & IS 7098(PART - I) with latest amendment. | — | — | — | 5,77,374 | |
| — | 200.00 | — | — | ||
| Supply, testing of 4 core 185 sq mm, 1100 volt grade, XLPE insulated and PVC sheathed Aluminium multistrand armoured cable conforming to IS 1554(PART - I) & IS 7098(PART - I) with latest amendment. | — | — | — | 7,21,275.33 | |
| — | 750.00 | — | — | ||
| Supply, testing of 4 core 25 sq mm 1100 volt grade, XLPE insulated and PVC sheathed Aluminium multistrand armoured cable conforming to IS 1554(PART - I) & IS 7098(PART - I) with latest amendment. | — | — | — | 4,54,447.5 | |
| — | 750.00 | — | — | ||
| Supply and layingand fixing of HDPE pipe, 63 mm dia towithstand 8.0 Kg/sq mm pressure confirming to IS:4984/2016 (complete with necessary jointing of pipes as per standard procedure)for protection of cable as perdirection of EIC at site. | — | — | — | 58,500 | |
| — | 500.00 | — | — | ||
| Supply and laying and fixing of HDPE pipe, 90 mm dia to withstand 8.0 Kg/sq mm pressure confirming to IS:4984/2016 (complete with necessary jointing of pipes as per standard procedure)for protection of cable as perdirection of EIC at site. | — | — | — | 54,000 | |
| — | 500.00 | — | — | ||
| Supply and layingand fixing of HDPE pipe,120 mm dia towithstand 8.0 Kg/sq mm pressure confirming to IS:4984/2016 (complete with necessary jointing of pipes as per standard procedure)for protection of cable as perdirection of EIC at site. | — | — | — | 78,000 | |
| — | 100.00 | — | — | ||
| Supply, fixing and commissioning of Galvanized Perforated Cable Tray, 1.6 mm (16 Swg), 300 mm (12 inch) with clamp of following size 300 mm x 50 mm for laying of cable in FOB/PP Shed with necessary fixing arrangements as per direction of EIC at site. | — | — | — | 86,600 | |
| — | 1500.00 | — | — | ||
| Laying of LT XLPE insulated armoured aluminium cables as per instruction of site engineer | — | — | — | 3,79,500 | |
| — | 500.00 | — | — | ||
| — | 500.00 | — | — | ||
| — | 3.00 | — | — |
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details.html
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nit.pdf
NIT
TD-132026-27.pdf
ATTACHMENT
AnnexureNEW.pdf
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
JPO8.5.24-CablediggingworksNFR.pdf
ATTACHMENT
TechCircularwithDrgforEarthingandCableLayingUG.pdf
ATTACHMENT
GCCUpdateduptoACS-11_1.pdf
ATTACHMENT
ACS-12.pdf
ATTACHMENT
RailwaysRB_TechnicalCircularofHighMast2.PDF
ATTACHMENT
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