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Tender Value
₹125.6 Cr
EMD Value
₹64.3 L
Closing Date
30 Jan 2026, 11:30 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
02/01/2026 15:30
Lowest to Highest
90 days
Expenditure
Capital (Works)
BRIDGELINE
14 conditions · 2 needing a document upload
Submit the scanned copy (In PDF Form) of the documents as per the requirement of financial eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Submit the scanned copy (In PDF Form) of the work(s) completion certificate(s) as per the requirement of Technical eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Definition of Similar work: (a) Minor Component - Re-girdering and P-way works (54.917 crore): Similar nature of work: " Re-girdering of existing bridges or execution of superstructure work for new bridges which includes supply, fabrication, erection and launching of Open Web/Semi- Through/Plate/Composite Girders on running/non-running tracks." (b) Major Component - Strengthening of substructure and allied works (70.649 crore): Similar nature of work: " Rehabilitation of major/important bridges involving jacketing works or construction of substructure of major/important bridges/ROB/RUB works . Note: However, it is clarified for Minor Component that "Any ROB work including ROB work across Railway tracks will not be considered to be meeting the criterion for fulfilment of Technical Eligibility criterion related to Similar works".
65 conditions · 18 needing a document upload
The tenderer has to opt for taking payment through letter of credit (LC)as per Railway Board's letter no. 2018/CE-I/CT/9 dated 4.6.18.
Tenderers are required to upload the particulars of their Bank Account as per format of Vender Mandate Form provided in the tender document.
Tenderers are required to upload their GST registration certificate
Tenderers are required to upload ESI & EPF registration certificate
For all contracts costing more than Rs. 5 Crore, Contractor's e- MB is mandatory and Contractor's e-MB should be part of Tender Documents as per the Railway Board letter No. 2017/CE- I/CT/9 dated 31.05.2023,.
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.
Notes for all schedules: Standard Schedule of Rates (SSOR) Items: Any item of work carried out by the Contractor on the instructions of the Engineer which is not included in the accepted Bill(s) of Quantities but figures in the Standard Schedule of Rates (SSOR), shall be executed at the rates set forth in the "Standard Schedule of Rates (SSOR)" modified by the tender percentage as accepted in the contract for that chapter of Standard Schedule of Rates (SSOR). However, the cumulative value of all such extra item(s) together (modified by the respective tender percentage) shall not exceed 10 % of the original contract value.
Option of Payment through Letter of Credit (L.C.): Tenderer(s) may submit option for taking payment through Letter of Credit (L.C.). [Refer para 7 of tender document].
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India for the relevant date. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date.
Electronic Reverse Auction (eRA) is applicable in works tender valued more than Rs 50 crore in each case. Electronic Reverse Auction (eRA) is Not Applicable for this tender.
There are several changes in the tender document after the new GCC April 2022 is issued. Tenderer(s) are requested to go through the tender document & GCC carefully before the submission of the offer.
Clarification of Bids: To assist in the examination, evaluation & comparison and pre-qualification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
All General Instructions are available in the uploaded tender document.
The original Bank Guarantee against Bid Security should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). Nominated officials are Dy.Chief Engineer/Bridge Line/Garden Reach, S. E. Railway, Kolkata-700043.
"KGP Division"- Conversion of existing bridges into Composite girders/Ballasted decks for running of 25T Axle loaded freight trains @ 100Kmph in (a) Bridge No. 69 DN (Span 4x18.3m) in between station GTS-DVM Bridge No. 94UP (Span 2x18.3m) in between station JGM-GII (b) Bridge No. 217 UP (Span 9x18.3m) in between station RGT-ARD (c) Bridge No. 235UP (Span 9x18.3m) in between station BTS- NMBR (d) Bridge No. 235DN (Span 9x18.3m) in between station NMBR-BTS (e) Bridge No. 264UP (Span 9x18.3m) in between station HIP-BLS (f) Bridge No. 238 UP (Span 3x12.2m) in between station NMBR-ROP & Bridge No. 239 UP (Span 2x12.2m+2x18.3m) in between NMBR-ROP (g) Bridge 239 DN (Span 2x12.2m+2x18.3m) in between station ROP-NMBR & Bridge No. 258 UP (Span 4x12.2m) in between station HIP-BLS (h) Bridge No. 217DN (Span 9x18.3m) in between station ARD-RGT & Br. No. 234UP (Span 5x12.2m) in between station BTS-NMBR (i) Bridge No. 168DN (Span 4x12.2m+2x18.3m) in between station VKD-NYA & Bridge No. 176 DN (Span 3x12.2m) in between station BLDA-VKD."
BR-HQ-KGP-25-26-12~SER
BR-HQ-KGP-25-26-12
Open
Works - General
24 Months
Kolkata, West Bengal
₹0
₹64.3 L
30 Jan 2026
19 Dec 2025
16 Jan 2026
2 Jan 2026
228 items across 3 schedules · ₹82,30,98,609.33 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality C l a s s SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ2 | cum | 60150.00 | 253.42 | 1,52,43,213 |
| Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer- in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. | — | — | — | — | |
| 2 | In all conditions and classifications of soil except rock | cum | 1440.00 | 106.59 | 1,53,489.6 |
| 3 | Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturally a v a ila b le or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. | cum | 1440.00 | 776.01 | 11,17,454.4 |
| Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge. | — | — | — | — | |
| 4 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test a n d Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 1600.00 | 170.98 | 2,73,568 |
| 5 | Making suitable designed staging for cast in-situ PSC girders/slabs up to 10.5m height from bed level up to soffit of girder/slab with all contractors materials, machinery, tools and plants, transportation complete in all respects required for casting and removal of the same after completing the work and restoring the site to original. Note: The payment for staging shall be made on the cubical quantity of concrete of main Girders/slabs. | cum | 1726.10 | 2,565.12 | 44,27,653.63 |
| 6 | Design, manufacturing, supplying and fixing in position elastomeric bearing true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. | Cubic Centimetre | 6989415.00 | 1.28 | 89,46,451.2 |
| Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms. | — | — | — | — | |
| 7 | Up to 5.00 Km | MT | 180.00 | 121.92 | 21,945.6 |
| 8 | Above 5 km up to 10 km | MT | 180.00 | 158.61 | 28,549.8 |
| 9 | Above 10 km up to 15 km | MT | 180.00 | 191.5 | 34,470 |
| 10 | Above 15 km up to 20 km | MT | 180.00 | 221.73 | 39,911.4 |
| 11 | Above 20 km up to 25 km | MT | 180.00 | 250.02 | 45,003.6 |
| 12 | Above 25 km up to 30 km | MT | 180.00 | 276.87 | 49,836.6 |
| 13 | Above 30 km up to 35 km | MT | 180.00 | 302.6 | 54,468 |
| 14 | Above 35 km up to 40 km | MT | 180.00 | 327.46 | 58,942.8 |
| 15 | Above 40 km up to 60 km | MT | 180.00 | 384.49 | 69,208.2 |
| Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms. | — | — | — | — | |
| 16 | Above 60 km up to 80 km | MT | 180.00 | 474.32 | 85,377.6 |
| 17 | Above 80 km up to 100 km | MT | 180.00 | 562.23 | 1,01,201.4 |
| 18 | Above 100 km up to 150 km | MT | 180.00 | 740.47 | 1,33,284.6 |
| 19 | Above 150 km up to 200 km | MT | 180.00 | 997.72 | 1,79,589.6 |
| 20 | Above 200 km | MT-Km | 1800.00 | 5.3 | 9,540 |
| Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 21 | 50mm dia. Drainage Spouts | Metre | 3701.00 | 605.41 | 22,40,622.41 |
| Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and s p e c i fi c a t i o n s . Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% | — | — | — | — | |
| 22 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 1873.30 | 1,27,282.14 | 23,84,37,632.86 |
| 23 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 35444.31 | 199.91 | 70,85,672.01 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 24 | On new girder during fabrication | Sqm | 46472.00 | 749.25 | 3,48,19,146 |
| 25 | Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. | MT | 77.50 | 1,02,364.88 | 79,33,278.2 |
| Design, supply and fixing 300MT capacity Spherical Bearing in position t r u e to line and level consisting of set of concave and convex mating steel backing plate with a low friction sliding interface, flat sliding elements ,guides and restraining rings; with all components conforming to approved drawing and technical specifications & Bridge Code including grouting of holes for anchor bolts and underside of base plate with approved non- shrink epoxy grout with all material, labour, T&P as a complete job. Note: Sliding surface with PTFE or UHMWPE low friction thermoplastic material and steel for backing plate of Mild steel in accordance to IS:2062 grade-B. Cast steel in accordance with IS 1030 Grade 280-520W. Stain less steel in accordance with AISI 304/316.Low friction thermo - plastic sliding PTFE material either pure polytetrafluroethalyne (PTFE) Or Ultra High Molecular weight Polyethylene (UHMWPE). Austanitic steel is of stainless steel for the sliding interface shall be in accordance with AISI 316L or O2 Cr17 NI12 of IS-6911. The thickness of the stain less steel sheet shall be 3mm minimum. The stainless steel sheet shall be attached to its backing plate either by screwing/riveting or by continuous fillet weld. Hard chromium plated surface shall be entire curved surface of the convex steel plate mating with hard chromium plated concave sliding surface .The thickness of the hard chromium plating shall be at least 100 microns and the final surface roughness of the plated surface shall not exceed 3 microns. Bearing manufacturer shall give the guarantee for satisfactory performance of bearing for period specified. | — | — | — | — | |
| 26 | Spherical Slide Guide (L) Bearing | Each | 112.00 | 1,23,921.97 | 1,38,79,260.64 |
| 27 | Supply & applying two coats of bitumen emulsion of Grade RS-1, conforming to IS:8887 on the top surface of concrete deck slab (New bridges) @ 1.70 kg/sqm after cleaning surface with all materials, labour, tools and plants, equipment etc. complete. | Sqm | 6443.49 | 81.53 | 5,25,337.74 |
| Launching in position, by any approved method, pre- fabricated Steel Girders, precast PSC girders/slabs, c a s t e d at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect. | — | — | — | — | |
| 28 | PSC girders / slabs | MT | 2634.00 | 1,295.45 | 34,12,215.3 |
| Delaunching of all types of Steel girders, PSC girders/Slabs and stacking away from river stream or passage as directed by Engineer in charge with all labour, tools and plant, equipment etc., complete. | — | — | — | — | |
| 29 | Structural steel plate girders. | MT | 2150.00 | 1,053.24 | 22,64,466 |
| 30 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, r i v e t i n g , hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer- i n - c h a r g e . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 450.00 | 1,14,366.59 | 5,14,64,965.5 |
| Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). | — | — | — | — | |
| 31 | 1200mm dia. | Metre | 1120.00 | 8,899.13 | 99,67,025.6 |
| 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. | — | — | — | — | |
| 32 | Up to 40 m long rail panel | RM | 240.00 | 9.16 | 2,198.4 |
| 33 | Extra to Item no. 061011 for working on bridge | RM | 240.00 | 3.99 | 957.6 |
| 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. | — | — | — | — | |
| 34 | For Casual/Scattered Rail Renewal work | RM | 210.00 | 35.7 | 7,497 |
| 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 w e l d i n g and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 35 | For Casual/Scattered Rail Renewal work | RM | 210.00 | 37.79 | 7,935.9 |
| 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. | — | — | — | — | |
| 36 | For location of work not involving deep screening | Each | 150.00 | 340.78 | 51,117 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 37 | Fish plates with 4 fish bolts. | Joint | 16.00 | 192.41 | 3,078.56 |
| 38 | Fish plates of 6 bolts. | Joint | 56.00 | 265.81 | 14,885.36 |
| 39 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 1592.00 | 2.98 | 4,744.16 |
| Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in e m e r g e n c i e s with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 40 | In-situ situation | Each | 168.00 | 464.49 | 78,034.32 |
| Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc. | — | — | — | — | |
| 41 | Hole of dia. 26.5mm and above | Each | 976.00 | 280.48 | 2,73,748.48 |
| Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ. | — | — | — | — | |
| 42 | Under Conditions not requiring Traffic Block | Set | 16.00 | 6,671.37 | 1,06,741.92 |
| 43 | Under Traffic Block Conditions | Set | 20.00 | 7,338.5 | 1,46,770 |
| 44 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 20.00 | 9,051.84 | 1,81,036.8 |
| Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by E n g i n e e r- i n - c h a r g e . Note: Payment shall be made based on ballast stack measurement. | — | — | — | — | |
| 45 | For average lead up to 50m and lift up to 5m | cum | 564.00 | 102.86 | 58,013.04 |
| 46 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 316.00 | 26.79 | 8,465.64 |
| 47 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average lift exceeds 5m. | Each | 324.00 | 12.18 | 3,946.32 |
| 48 | Lifting and packing for regrading the existing PSC s l e e p e r track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in- charge. | TRM | 2224.00 | 178.8 | 3,97,651.2 |
| 49 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 1824.00 | 27.67 | 50,470.08 |
| 50 | Boxing and profiling of b a l l a s t as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 400.00 | 26.33 | 10,532 |
| 51 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the v e g e t a t i o n , benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on t h e progress of earthwork starting from toe of the embankment. | cum | 80700.00 | 303.63 | 2,45,02,941 |
| 52 | Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. | cum | 40350.00 | 30.36 | 12,25,026 |
| 53 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper i n c l u d i n g leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 234.00 | 409.96 | 95,930.64 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 54 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 800.00 | 104.43 | 83,544 |
| Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in- charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section. | — | — | — | — | |
| 55 | For PSC Sleeper | TRM | 800.00 | 89.51 | 71,608 |
| First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 56 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 800.00 | 125.32 | 1,00,256 |
| Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 57 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 800.00 | 96.4 | 77,120 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats o f thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done. | — | — | — | — | |
| 58 | For 60 Kg Rails | TRM | 240.00 | 86.13 | 20,671.2 |
| Painting 2 coats to Bridge Reference / Boards, Structures etc. along track with enamel paint of approved make with different colours & letters, as directed by Engineer in-charge. | — | — | — | — | |
| 59 | Bridge Board | Each | 2.00 | 141.81 | 283.62 |
| 60 | Bridge Tablet | Each | 2.00 | 41.71 | 83.42 |
| 61 | Bridge Height Gauge | Each | 2.00 | 2,433.78 | 4,867.56 |
| 62 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 2.00 | 629.89 | 1,259.78 |
| 63 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 2.00 | 98.98 | 197.96 |
| 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) | — | — | — | — | |
| 64 | 60 Kg - 110/90 UTS - Outside Track | Each | 24.00 | 162.22 | 3,893.28 |
| 65 | 60 Kg - 110/90 UTS - On Running Line | Each | 24.00 | 210.39 | 5,049.36 |
| 66 | Drilling of holes (vertically) of required size into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. | Each | 120.00 | 110.42 | 13,250.4 |
| Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. | — | — | — | — | |
| 67 | For lead up to 500 metre. | MT | 14.60 | 385.33 | 5,625.82 |
| Loading, leading and unloading of all types of P.Way fittings and all other m i s c e l l a n e o u s material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | — | — | — | — | |
| 68 | Lead up to 5 Km | MT | 152.00 | 168.25 | 25,574 |
| 69 | Lead beyond 5 Km and up to 10 km | MT | 152.00 | 210.86 | 32,050.72 |
| 70 | Lead beyond 10 Km and up to 20 km | MT | 152.00 | 269.08 | 40,900.16 |
| 71 | Lead beyond 20 Km and up to 30 km | MT | 152.00 | 340.26 | 51,719.52 |
| 72 | Lead beyond 30 Km and up to 50 km | MT | 140.00 | 439.46 | 61,524.4 |
| 73 | Lead beyond 50 Km and up to 100 Km | MT | 140.00 | 656.22 | 91,870.8 |
| 74 | Lead beyond 100 Km and up to 150 Km | MT | 140.00 | 980.11 | 1,37,215.4 |
| 75 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 680.00 | 3.3 | 2,244 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. | — | — | — | — | |
| 76 | Lead up to 5 Km | MT | 333.00 | 53.41 | 17,785.53 |
| 77 | Lead beyond 5 Km and up to 10 km | MT | 308.00 | 96.02 | 29,574.16 |
| 78 | Lead beyond 10 Km and up to 20 km | MT | 308.00 | 154.24 | 47,505.92 |
| 79 | Lead beyond 20 Km and up to 30 km | MT | 308.00 | 225.42 | 69,429.36 |
| 80 | Lead beyond 30 Km and up to 50 km | MT | 140.00 | 324.62 | 45,446.8 |
| 81 | Lead beyond 50 Km and up to 100 Km | MT | 140.00 | 541.38 | 75,793.2 |
| 82 | Lead beyond 100 Km and up to 150 Km | MT | 140.00 | 865.27 | 1,21,137.8 |
| 83 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 680.00 | 3.3 | 2,244 |
| Dismantling existing track on girder bridges including guard rails and foot path etc., cutting existing SW panels / LWR, if required into free rails of not less than 12 metre length and leading all released materials to nominated place within 50m of bridge approaches and stacking the released m a t e r i a l s clear of i n f r i n g e m e n t s , as per direction of Engineer-in- Charge. Note: Rail cutting and drilling shall be paid separately. | — | — | — | — | |
| 84 | Under Traffic Block Conditions | TRM | 219.00 | 436.8 | 95,659.2 |
| 85 | Removing existing Channel/H-Beam sleepers with fittings from the running track under traffic block for T B T R & stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in-charge. | Each | 425.00 | 279.6 | 1,18,830 |
| 86 | Extra to item no. 192010 for Track Circuited area including handling of released PVC washers on bolts and extra rubber pads on sleepers | Each | 1025.00 | 17.31 | 17,742.75 |
| 87 | Renewal of existing running rail and guard rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. | TRM | 120.00 | 735.27 | 88,232.4 |
| 88 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. N o t e : (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 4.00 | 4,437.3 | 17,749.2 |
| 89 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 20.00 | 3,699.28 | 73,985.6 |
| 90 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 1300.00 | 68.23 | 88,699 |
| 91 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels a n d adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 1200.00 | 203.92 | 2,44,704 |
| 92 | Dismantling of existing flared portion of guard rails of any rail section over PSC sleepers duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 4.00 | 2,072.59 | 8,290.36 |
| Supplying & fixing of Anti- Skid MS / Stainless Steel chequered plates on un- ballasted deck bridge as per approved drawings, with matching grade stainless steel fasteners as directed by Engineer-in- Charge, on new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers | — | — | — | — | |
| 93 | Anti-Skid Stainless Steel chequered plate conforming to latest IS: 6911, ISS Symbol 409 M, minimum 6mm thick (excluding bead height) with flat bottom and top pattern conforming to IS: 3502, 1A with bead height of minimum 0.8 mm - on New Bridges as per RDSO drawings. | Kg | 53298.00 | 170.3 | 90,76,649.4 |
| 94 | Providing staging during traffic block to 3.6 m x 3.0 m x 3.0 m approx. size using steel cribs and/or wooden sleepers as per RDSO's approved drawing, duly excavating earth in pit and driving rails / sleepers vertically to form shoring and filling gap with sand bags etc. complete, as directed. Note: (1) Steel CC cribs, rails and wooden sleepers will be supplied by Railway. (2) Dismantling and linking of track will be paid separately. | Each | 46.00 | 21,834.62 | 10,04,392.52 |
| Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type- IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 95 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 16.00 | 6,298.57 | 1,00,777.12 |
| 96 | Galvanisation of Railway's Chequered Plates, Channels, Plates, Angles, and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in- charge. | MT | 198.00 | 26,001.92 | 51,48,380.16 |
| Item- 2 | works related to above work - Strengthening of substructure | covered under SER and allied | USSOR-2021 works). | as per Schedule-A | — |
| Schedule total | ₹44,76,58,320.59 | ||||
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