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Tender Value
₹38.2 L
EMD Value
₹76,400
Closing Date
24 Sept 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
TENDER
48 conditions · 6 needing a document upload
Valid copy of PAN and GSTIN needs to be furnished along with the documents.
Tenderer should fill up the 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 Partnershipdeed. b)Special Power of Attorney as per proforma given in'Proforma-III' to be submitted by Partnership firm. (Not requiredif one or more partners are authorized in Parternership deed tosign 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.
The total cost is including GST. Hence tenderers are advised to quote the tender inclusive of GST.
All the dismantled material should be handed over to E.I.C. at site with proper challan.
All materials which will be utilized for this work shall confirm to relevant IS specifications.
All the materials should be got inspected and approved by the competent authority Sr.DEE/G/RNY or his representative & Engineer in Charge at site should be contacted before execution of work.
The contractor(s) have to supply all petty stores, which may be required for successful commissioning of the equipments, but not mentioned in the schedule of works. The rate quoted against each item shall be inclusive of those petty stores.
The Contractor shall execute the work to entire satisfaction of the site Engineer, SR DEE/RNY(G) or his representative.
Successful Tenderer shall produce & hand over test and Guarantee certificate issued by manufacturer of all the equipment/ Component at the time of supply to Railways, failing which bill of the work will not be passed.
High mast make should be of Make- Bajaj / Crompton/Nezone/Utkarsh.
Flood Light fittings make should be of Bajaj/Crompton/Havell's/Richa/Benlo/ Goldmedal/Vinay Electricals.
HDPE pipe make should be of Swastik/Aja plus/Quotone/North East Communication.
XLPE armoured aluminium cable/PVC Cu cable make should be of Havell's/KEI/Polycab/Richa.
Insurance policy has to be taken against contract by contractor, indemnifying the Railways of any financial implication arising due to payout of claims on account of damages, accidents, untoward incidents etc. during the execution of work.
Tenderer should submit the documents as per the Annexure-'A' attached at the time of submission of bill.
Successful contractor must follow guidelines as per extant rules of IR-Shramik Kalyan Portal.
GI pipe make should be of Jindal/Bansal/TATA/Nezone.
MCB, RCCB, DB Make should be of BCH/C&S/ABB/Geco/Legrand/Havell's/Richa /Benlo/Goldmedal/ Vinay Electricals/Schneider
Penalty: - In case of any damage causes to railway materials at the time execution of work, penalty will be imposed as per railway norms otherwise the same should be rectified as per original.
Agency should give their email id and mobile no. on which instruction for daily work will be issued for different site. 12 hours will be given after mail/message for arranging labour and site supervisor.
No work can be carried out without availability of site supervisor. if site supervisor is not available, then work will be stopped, and action will be taken as per GCC.
All staff at site should wear all safety gears and follow all safety precaution to avoid any untoward incident. If staff is found without proper safety gear, then work will be stopped and penalty of Rs 50,000 per day per site will be imposed.
Work will be need to be done at multiple sites at same time. No excuse will be entertained by Administration regarding working at multiple sites. In case, staff is not provided by Agency for multiple sites, then penalty of Rs 1,00,000 per site per day will be imposed on the Agency.
For any damage to railway, recovery will be made as per cost of damage to railway.
If staff as per message of SSE/Office is not provided by Agency, then penalty of Rs 50,000 per day per site will be imposed for delay in work on Agency.
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 24.10 manufacture.iii)Wind speed rating.iv)Safe working load.v)Mast Height.vi)Serial number of Mast.
At AIE, BEKI, MANAS bridge, EWS&Track Depot/BNGN - Replacement of fabricated tower by High mast.
RNY-EL-T-04-2026-27-RT~NFR
RNY-EL-T-04-2026-27-RT
Open
Works - General
90 Days
Kamrup, Assam
₹0
₹76,400
24 Sept 2026
2 Sept 2026
10 Sept 2026
39 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 38,18,818.78 | ||
| — | 5.00 | — | — | ||
| Dismantling & cutting of the existing 20.0 mtr long approx. old and rusted fabricated tower by taking all safety precautions and handing over to the EIC's store at site with proper challan. All labour cost, vehicle and necessary tools and machineries required for the work should be borne by the contactor. | — | — | — | 4,85,000 | |
| — | 5.00 | — | — | ||
| Supply of 16 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 stainless steel wire rope min 6 mm dia (7/19 construction) double drum winch, galvanised lantern carriage arrangement suitable for 9 luminaries (9 nos of 72LED/216 watt LED flood lights) symmetrically & its control gear boxes & lightning final with locking arrangement. The mast shall have an integral power tool installed inside the base compartment for its operation. 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. | — | — | — | 7,85,804.55 | |
| — | 45.00 | — | — | ||
| Supply, installation, testing & commissioning of LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy >135 lm/Watt) Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection,EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) - 150 watt. | — | — | — | 1,62,090 | |
| — | 20.00 | — | — | ||
| Supply, installation, testing & handing over of LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy >135 lm/Watt) Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection,EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) - 150 watt. | — | — | — | 72,040 | |
| — | 5.00 | — | — | ||
| 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. | — | — | — | 44,387.6 | |
| — | 5.00 | — | — | ||
| Supply of foundation bolts manfactured from special steel along with nuts, washers, anchor plates and templates. | — | — | — | 28,410.5 | |
| — | 10.00 | — | — | ||
| Supply, of twin dome aviation obstruction lights with 1 no 25 W neon spiral lamp (2 fittings/mast necessary). | — | — | — | 11,039.7 | |
| — | 5.00 | — | — | ||
| Design and casting of suitable shallow foundation with M-20 concrete (1:1.5:3) for 16 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. | — | — | — | 1,29,615.6 | |
| — | 5.00 | — | — | ||
| Errection of high mast tower with the help of suitable equipments & wiring of luminaries with supply of necessary wiring materials as per IS. | — | — | — | 91,174.55 | |
| — | 10.00 | — | — | ||
| Supply and erection of 80 mm dia thickness not less than 4.0 mm, 3 mtr. long G.I.pipe earthing including connection to high mast with G.I.Flats size 25x5mm (2 nos per mast) including construction of earth pit, RCC earth cover slab 1/2" thick and earth continuity as per EIC at site. | — | — | — | 14,113.4 | |
| — | 5.00 | — | — | ||
| Cutting of rail pole of 13 mtr long in to 1.6 mtr length, erection of rail pole 1.6 mtr long by contactor own arrangement by digging the pit to 1/5th of the pole height with execution of CC foundation work of size 45cmx45cm in ratio 1:2:4 by cement, sand and chips of size 19 mm and down up to full depth & 1ft above the GL and 8 nos of rail pole (cutting) surrounding the high mast tower as per direction of EIC at site. Painting of rail pole by 2-coats of red oxide as primer and 2 coats of Aluminium paint as final coat as per direction of EIC at site. (Rail pole will be supplied by Railway) | — | — | — | 2,839.4 | |
| — | 1000.00 | — | — | ||
| Supply , testing and connection of 1100 volt grade, 16 sq mm 4 core XLPE insulated heavy duty power cables aluminium multistrand armoured cable as per IS:1554(PART I) & IS 7098(Part 1) 1988 with up to date amendments including all as per site requirement. | — | — | — | 3,52,820 | |
| — | 700.00 | — | — | ||
| Supply , testing and connection of 1100 volt grade, 25 sq mm 4 core XLPE insulated heavy duty power cables aluminium multistrand armoured cable as per IS:1554(PART I) & IS 7098(Part 1) 1988 with up to date amendments including all as per site requirement. | — | — | — | 3,05,830 | |
| — | 50.00 | — | — | ||
| " Horizontal machine borring under track crossing at a depth of 2.0 mtr below GL including required size HDPE pipe and observing all necessary safety for human life & others movement as per direction of engineer at site. " | — | — | — | 2,33,600 | |
| — | 1700.00 | — | — | ||
| Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required - Upto 35 sq. mm . | — | — | — | 7,70,100 | |
| — | 800.00 | — | — | ||
| Excavation of cable trench 0.75 mtrs. below the GL with laying of armored cable and refilling the same by supply of 70mm sand and soil after digging the earth. The laying of armoured cable should be done as per direction of Engineer at site. | — | — | — | 95,200 | |
| — | 4.00 | — | — | ||
| Design, fabrication, supply, installation, testing and commissioning of outdoor type (KIOSK type) hinged, feeder pillar box comprising of following items and made of MS angle, channel by MS sheet of not less than 18 SWG duly welded and painted by 2 coats of primer, two coats of finishing paint (spray paint) Doco/Nerolac brand of approved colour both in interior and exterior as per direction of EIC at site - i) 100A,4P, 18KA, Ics = 100% Icu, conforms to IEC 60947-2 MCCB - 1 nos, ii) 63A, MCB TPN - 1 nos, iii) 40A, MCB DP - 1 nos & iv) 200A 4P copper bus bar - 1 set. | — | — | — | 28,779.28 | |
| — | 1050.00 | — | — | ||
| Supplying and laying of following size HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required - 90 mm dia (OD-90 mm & ID-76 mm nominal). | — | — | — | 1,92,150 | |
| — | 10.00 | — | — | ||
| 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 to the 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). | — | — | — | 13,824.2 |
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details.html
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nit.pdf
NIT
GCCUpdateduptoACS-7.pdf
ATTACHMENT
ACS-8.pdf
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ACS-09.pdf
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ACS-10.pdf
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ACS11new.pdf
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JPO8.5.24-CablediggingworksNFR.pdf
ATTACHMENT
TechCircularwithDrgforEarthingandCableLayingUG.pdf Drawing for Earthing UG cable layin
ATTACHMENT
Annexure.pdf
ATTACHMENT
TD-042026-27RT.pdf
ATTACHMENT
RailwaysRB_TechnicalCircularofHighMast2_1.PDF
ATTACHMENT
TechCircularwithDrgforEarthingandCableLayingUG.pdf
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