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Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
8 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 conditions · 5 needing a document upload
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.
Tender value is including escalation of (-) 15% (minus Fifteen percent) on CPWD DSR rates Tender should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Nanded Division -SW-I -Mudkhed - Pimpalkutti (SL) - CTR(P) - 0.560 Tkm & Manmad - Mudkhed (SL) - CTR(P) - 0.689 Tkm.(sanctioned locations enclosed as Annexure), SW-II Nanded Divison -Mudkhed - Pimpalkuti CTR(P) = 1.000 Tkm Single Line 92.600 to 93.600 = 1.000 Tkm (sanctioned locations enclosed as Annexure) ( IRPSM ID : 11.04.31.24.4.53.005 & LSWP of 2024-25), SW-III -Nanded Division -Purna - Akola CTR(P) = 0.800 Tkm with slack gauge sleeper 742.200 -743.000 = 0.800 Tkm (sanctioned locations enclosed as Annexure) ( IRPSM ID : 11.04.31.24.4.53.010 & LSWP of 2024-25) ,SWIV -Nanded Division - Manmad - Mudkhed - CTR(S) -1.386 Tkm. , Mudkhed - Pimpalkutti - CTR(S) - 1.506 Tkm & Akola-Purna - CTR(S) - 1.420 Tkm on Non-Passenger Loop Line (sanctioned locations enclosed as Annexure) ( IRPSM ID :11.04.31.25.3.53.024 & PWP of 2025-26) & SW-V- Nanded Division:Manmad - Mudkhed - TBR - 12.884 Tkm, TBR (TO) - 62 Sets and Mudkhed - Pimpalkutty - TBR (TO) - 4 Setshed (sanctioned locations enclosed as Annexure) ( IRPSM ID : 11.04.31.25.3.53.019 & SCR FWP item no. 31096 of 2025-26)
T-202627-2-010
T-202627-2-010
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹5.5 L
8 Jun 2026
6 May 2026
25 May 2026
119 items across 3 schedules · ₹2,73,28,643.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. | — | — | — | — | |
| 1 | More than 40 m long rail panel | RM | 11122.00 | 12.46 | 1,38,580.12 |
| Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | — | — | — | — | |
| 2 | For Through Rail Renewal work | TRM | 6112.00 | 38.7 | 2,36,534.4 |
| Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 3 | For Through Rail Renewal work | TRM | 6112.00 | 39.9 | 2,43,868.8 |
| Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation / slope / toe within 5 metres height with all fittings to specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge. | — | — | — | — | |
| 4 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 1348.00 | 307.99 | 4,15,170.52 |
| 5 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 6660.00 | 171.67 | 11,43,322.2 |
| Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed. | — | — | — | — | |
| 6 | Locations other than Ballasted Deck Bridge | Each | 22.00 | 407.84 | 8,972.48 |
| 7 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 700.00 | 44.66 | 31,262 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 8 | Rail section of 52Kg and above | Each | 809.00 | 110.77 | 89,612.93 |
| 9 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 16.00 | 7,559.55 | 1,20,952.8 |
| 10 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in- Charge after release from track. | Each | 349.00 | 1,443.86 | 5,03,907.14 |
| De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. | — | — | — | — | |
| 11 | With Railway's Hydraulic Rail tensor | TRM | 15609.00 | 44.78 | 6,98,971.02 |
| 12 | With Contractor's Hydraulic Rail tensor | TRM | 2616.00 | 46.48 | 1,21,591.68 |
| 13 | Without Rail tensor | TRM | 4586.00 | 43.36 | 1,98,848.96 |
| 14 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 58.00 | 1,567.39 | 90,908.62 |
| Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | — | — | — | — | |
| 15 | 60 Kg - 110/90 UTS - Outside Track | Each | 153.00 | 212.2 | 32,466.6 |
| 16 | 52 Kg - 90 UTS - Outside Track | Each | 52.00 | 191.5 | 9,958 |
| 17 | 60 Kg - 110/90 UTS - On Running Line | Each | 97.00 | 270.31 | 26,220.07 |
| 18 | 52 Kg - 90 UTS- On Running Line | Each | 104.00 | 219.15 | 22,791.6 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 19 | Outside Track | Each | 122.00 | 50.55 | 6,167.1 |
| 20 | On Running Line | Each | 130.00 | 64.84 | 8,429.2 |
| 21 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 288.00 | 34.01 | 9,794.88 |
| Schedule total | ₹41,58,331.12 | ||||
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details.html
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nit.pdf
NIT
QtySheet-CTRPCTRSGoodLineTBRPTTO_1.pdf
ATTACHMENT
GCC_April-2022_ACS1to91.pdf
ATTACHMENT
AdvanceCorrectioSlip10forGCC2022.pdf
ATTACHMENT
PVC-forthevalueoftheworkdoneincludingvariationinquantities._1.pdf
ATTACHMENT
TechnicalSpecification-_1.pdf
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specialconditionforEarthwork_1.pdf
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TRD-Condition4.pdf
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TenderBookletNEDNEW1.pdf
ATTACHMENT
TenderBookletNEDNEW2.pdf
ATTACHMENT
CombinedLocationCTRPCTRSGoodLineTBRPTTO.pdf
ATTACHMENT
2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111_compressed.pdf
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