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Tender Value
₹25.0 Cr
EMD Value
₹14.0 L
Closing Date
23 Mar 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS
16 conditions · 4 needing a document upload
Financial Eligibility Criteria:- 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.
All rates are inclusive of GST and bidders should be registered in GST.
Technical Eligibility Criteria:(a) The tenderer must have successfully completed or substantially completed (Which should have been issued not prior to 60 days of date of invitation of present tender) 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.
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature of work:- " Any track work. "
13 conditions · 9 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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / HUF etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.(Para 14.1 (see Page-17 of GCC, April-2022) & Tenderer shall submit the documents in support of their constitution of the firm as per Para 14 of GCC, April-2022 (See Page-17 to 19).
As per instructions please attach proforma of ANNEXURE V-A this certificate is to be given by attorney/authorized signatory/each member of partnership firm / Joint Venture (JV)/ Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.) Non submission of above certificate (s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent up on the tenderer to identify, state and submit the supporting documents duly self-attested / digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document. Proforma is available in uploaded documents.
Certificate of Information regarding Employment/Partnership etc. of Retired Railway Employees with the tender as per the attached Performa. As per clause No 16 (a) and (b) of GCC Part-I April 2022 corrected up to date. (As per Para 16 of GCC, April2022 (See Page-19 to 20).
Restrictions on the Employment of Retired Engineers of Railway Services Within One Year of their Retirement: As per Para 59.9, of GCC, April-2022 (see Page-91).
Certificate of NO Relative being an employee of Western Railway as per attached Performa.
The tenderer should upload the scan copy of EPFO and ESI registration number. However EPFO and ESI registration would be mandatory and documents towards EPFO and ESI registration must be submitted before execution of the agreement.
In case of Bid Security in the form of Bank Guarantee, the same should be in favor of Sr. DFM Vadodara with the tender for due performance with the stipulation to keep the offer open till such date as specified in the tender, under condition of tender. (GCC April 2022 Part I Instructions to tenderers (ITT) para 5 Bid Security (1) (a,b,c),(2) (3)(i-viii). As per ACS 2 issued vide Rly. Board letter No.2022/CEI/ CT/GCC-2022/Policy date 13.12.2022: (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. As pr ACS 5 RB No. 2022/CE-I/CT/GCC-2022/Policy date 20.10.2023:- Para 5(3) II The original bank guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bid.(i.e. excluding the last date of submission of bids).
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. As par Para 15 of GCC, April-2022 (see Page-19).
Maintenance period for the work is "6 Months" from the certified date of the completion.
Being a tender having advertised value more than Rs. 20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender as per Annexure-VI, Part-I of GCC April-2022 Correction Slip No.1 (Copy attached)
Track and associate civil work in Godhra and Vishwamitri station of Vadodara Division.
DRM-BRC-188-OF-2025-26
DRM-BRC-188-OF-2025-26
Open
Works - General
18 Months
Vadodara, Gujarat
₹0
₹14.0 L
23 Mar 2026
25 Feb 2026
9 Mar 2026
283 items across 4 schedules · ₹32,52,53,871.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for E m b a n k m e n t by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 2400.00 | 604.92 | 14,518.08 |
| 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 Class 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 a n d 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. | — | — | — | — | |
| 2 | Using Soil Class SQ2 | cum | 17322.00 | 529.05 | 91,64,204.1 |
| 3 | Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same 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. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. | cum | 5594.00 | 2,162.18 | 1,20,95,234.92 |
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 4 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 800.00 | 248.25 | 1,98,600 |
| 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. | — | — | — | — | |
| 5 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 11320.00 | 135.05 | 15,28,766 |
| 6 | Below the ballast and above blanket layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1 7 5 0 N , 800 N and 5800 N respectively. | Sqm | 10720.00 | 248.37 | 26,62,526.4 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 7 | All kinds of soils | cum | 14400.00 | 213.47 | 30,73,968 |
| 8 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre | 132.00 | 274.89 | 36,285.48 |
| 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. | — | — | — | — | |
| 9 | Up to 40 m long rail panel | RM | 1870.00 | 9.8 | 18,326 |
| 10 | More than 40 m long rail panel | RM | 1350.00 | 15.5 | 20,925 |
| 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. | — | — | — | — | |
| 11 | For Through Rail Renewal work | TRM | 750.00 | 48.05 | 36,037.5 |
| 12 | For Casual/Scattered Rail Renewal work | RM | 1630.00 | 38 | 61,940 |
| 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. | — | — | — | — | |
| 13 | For Through Rail Renewal work | TRM | 400.00 | 49.55 | 19,820 |
| 14 | For Casual/Scattered Rail Renewal work | RM | 1280.00 | 40.24 | 51,507.2 |
| 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. | — | — | — | — | |
| 15 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 400.00 | 383.31 | 1,53,324 |
| 16 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 400.00 | 214.17 | 85,668 |
| Re-spacing of existing PSC sleepers for Increasing Sleeper Density (ISD) work in track after marking of sleeper spacing as per required sleeper density, including fixing all fastenings and initial packing and all associated work required to complete the work, as directed. Note: Insertion of new sleeper will be paid extra under relevant item. | — | — | — | — | |
| 17 | For location of work not involving deep screening | TRM | 800.00 | 177.73 | 1,42,184 |
| 18 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 800.00 | 64.11 | 51,288 |
| 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. | — | — | — | — | |
| 19 | Locations other than Ballasted Deck Bridge | Each | 321.00 | 507.15 | 1,62,795.15 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 20 | Rail section of 52Kg and above | Each | 588.00 | 108.38 | 63,727.44 |
| Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item. | — | — | — | — | |
| 21 | 1 in 8½ Turnout (Under Traffic Block) | Set | 8.00 | 36,162.9 | 2,89,303.2 |
| 22 | 1 in 12 Turnout (Under Traffic Block) | Set | 11.00 | 41,060.82 | 4,51,669.02 |
| Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in- charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. | — | — | — | — | |
| 23 | 1 in 12 Turnouts | Set | 20.00 | 76,893.24 | 15,37,864.8 |
| 24 | Derailing Switch | Set | 2.00 | 16,126.03 | 32,252.06 |
| Manual deep screening of Plain track/ turnouts under traffic as per procedure prescribed in IRPWM, June 2020 or latest, in other than PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in- charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. | — | — | — | — | |
| 25 | Depth of 250 mm below bottom of sleeper of Plain Track | TRM | 1200.00 | 443.92 | 5,32,704 |
| 26 | Depth of 300 mm below bottom of sleeper of Plain Track | TRM | 1200.00 | 488.11 | 5,85,732 |
| Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in- charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. | — | — | — | — | |
| 27 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 430.00 | 884.56 | 3,80,360.8 |
| 28 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 430.00 | 996.86 | 4,28,649.8 |
| 29 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 21600.00 | 5.94 | 1,28,304 |
| Deep screening of turnout under line block within stipulated time by way of removing the Points and Crossing assembly by using T-28 cranes, removing the entire stone ballast bed by excavators up to shoulders to depth of 200/250/300 mm, limiting the digging up to original formation level only, screening the ballast so removed and stacking, spreading ballast on the formation in uniform layer from stack of new/screened ballast, placing the points and crossing assembly in designed position, dumping and spreading ballast in cribs and shoulders, lifting of track as required so as to get a clean cushion of 300mm, shifting of sleepers to correct spacing including removal and re-fixing of fittings wherever necessary, aligning of sleepers as per prescribed layout, initial packing, aligning, dressing/ lowering the cess to deep screened depth up to the edge of bank with a slope of 1 in 30, boxing of ballast to profile and making fit to run the trains at a speed of non stop 20 KMPH as specified in IRPWM - June 2020 or latest complete in all respect as directed by the Engineer - in - charge. Note: 1. Rail cutting and Rail hole drilling shall be paid under relevant items. 2. Scooped ballast shall be screened and the unused quantity of screened ballast shall be stacked for use in future. | — | — | — | — | |
| 30 | For 1 in 12 points and Crossings | Set | 6.00 | 52,377.37 | 3,14,264.22 |
| 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 Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement. | — | — | — | — | |
| 31 | For average lead up to 50m and lift up to 5m | cum | 3325.00 | 151.5 | 5,03,737.5 |
| 32 | Boxing and profiling of ballast 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 | 2330.00 | 28.14 | 65,566.2 |
| Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre-defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms. | — | — | — | — | |
| 33 | Under Traffic Block Conditions: | cum | 3325.00 | 56.2 | 1,86,865 |
| Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS- GE-1) with latest correction slips at R ailw a y depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. | — | — | — | — | |
| 34 | When distance of nearest quarry is more than 20 km and up to 30 km | cum | 875.00 | 1,024.89 | 8,96,778.75 |
| 35 | When distance of nearest quarry is more than 30 km and up to 40 km | cum | 6387.00 | 1,056.59 | 67,48,440.33 |
| 36 | When distance of nearest quarry is more than 40 km and up to 50 km | cum | 4039.00 | 1,102.53 | 44,53,118.67 |
| 37 | When distance of nearest quarry is more than 50 km and up to 100 km | cum | 1389.00 | 1,230.2 | 17,08,747.8 |
| 38 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. | TRM | 2000.00 | 205.23 | 4,10,460 |
| 39 | Spreading of ballast, from existing stacks available along formation on top or at c e s s , in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 12689.00 | 48.51 | 6,15,543.39 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. | — | — | — | — | |
| 40 | For sleeper density of 1660 sleepers per km | TRM | 3740.00 | 335.55 | 12,54,957 |
| Shifting / Slewing the existing or newly assembled track of any rail section with any type of sleepers and any density under line block to correct locations & alignment and attending to one round kutcha packing to run safely at 20KMPH speed with all contractors tools and consumables complete and as directed by Engineer in-charge. | — | — | — | — | |
| 41 | Maximum Shifting / Slewing up to 1 metre | TRM | 250.00 | 221.24 | 55,310 |
| 42 | Maximum Shifting / Slewing for more than 1 metre & up to 2 metres | TRM | 250.00 | 265.83 | 66,457.5 |
| Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution s p o t . Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms. | — | — | — | — | |
| 43 | For one shift ( 12 Hrs) | Each | 660.00 | 1,281.08 | 8,45,512.8 |
| 44 | For Half Shift (4 hours) | Each | 200.00 | 431.48 | 86,296 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 45 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 5340.00 | 111.67 | 5,96,317.8 |
| 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. | — | — | — | — | |
| 46 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 5340.00 | 147.4 | 7,87,116 |
| 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. | — | — | — | — | |
| 47 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 3500.00 | 113.38 | 3,96,830 |
| Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. | — | — | — | — | |
| 48 | 1 in 12 PSC layout | Set | 20.00 | 15,946.88 | 3,18,937.6 |
| 49 | 1 in 8½ Derailing Switch | Set | 2.00 | 1,738.65 | 3,477.3 |
| 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. | — | — | — | — | |
| 50 | Without Rail tensor | TRM | 5340.00 | 47.35 | 2,52,849 |
| 51 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 2302.00 | 402.37 | 9,26,255.74 |
| Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. | — | — | — | — | |
| 52 | For 60 Kg Rails | RM | 8200.00 | 95.59 | 7,83,838 |
| Dismantling of existing Turnout by removing switches, rails, crossings, check rails, sleepers and all fixtures and stacking all released materials, removing ballast and muck by excavating up to required depth, preparation of formation bed, laying of pre assembled Turnout by Railway's T-28 machine, linking of track with all fittings, filling up of ballast duly screened, packing, adjusting, opening & housing of switch, testing operation of switch assembly and attending track parameters, so as to make track fit for 20 kmph speed including disposing off muck to indicated places up to free lead after the block working etc. complete. Note: Rate includes making necessary preparation for T-28 machine movement like preparation of approaches, transportation and laying of wooden sleepers/blocks, etc. | — | — | — | — | |
| 53 | 1 in 12 Turnout | Each | 6.00 | 65,366.95 | 3,92,201.7 |
| Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. | — | — | — | — | |
| 54 | For day time block working | TRM | 5340.00 | 20.3 | 1,08,402 |
| Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings; (9) Removing and re-fixing joggled fish plates & wooden blocks, OHE bonds & other obstructions, wherever necessary ;(10) Removing and re-fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation. | — | — | — | — | |
| 55 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,639.19 | 2,32,783.8 |
| 56 | Derailing Switch (Under Traffic Block Conditions) | Set | 2.00 | 3,655.41 | 7,310.82 |
| 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) | — | — | — | — | |
| 57 | 60 Kg - 110/90 UTS - Outside Track | Each | 689.00 | 242.54 | 1,67,110.06 |
| 58 | 60 Kg - 110/90 UTS - On Running Line | Each | 289.00 | 310.82 | 89,826.98 |
| 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. | — | — | — | — | |
| 59 | Outside Track | Each | 3102.00 | 61.48 | 1,90,710.96 |
| 60 | On Running Line | Each | 3102.00 | 78.7 | 2,44,127.4 |
| 61 | 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 | 73.00 | 44.75 | 3,266.75 |
| 62 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 470.00 | 75.84 | 35,644.8 |
| 63 | Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Heavy Duty Hydraulic Extractor for jammed ERCs (10 Ton capacity) shall be used as per RDSO's Specification No. TM/SM/6, dated 8.05.1991. | Each | 815.00 | 36.81 | 30,000.15 |
| Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | — | — | — | — | |
| 64 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 524.00 | 216.82 | 1,13,613.68 |
| Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre. | — | — | — | — | |
| 65 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 161.00 | 265.65 | 42,769.65 |
| 66 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 161.00 | 206.4 | 33,230.4 |
| 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 | 376.00 | 410.32 | 1,54,280.32 |
| 68 | For lead beyond 500 metre and up to 1 Km. | MT | 175.00 | 529.6 | 92,680 |
| 69 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 2446.00 | 63.38 | 1,55,027.48 |
| Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre. | — | — | — | — | |
| 70 | For lead up to 500m | MT | 248.00 | 463.74 | 1,15,007.52 |
| 71 | For lead beyond 500 metre and up to 1 Km | MT | 248.00 | 675.16 | 1,67,439.68 |
| 72 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 2228.00 | 84.44 | 1,88,132.32 |
| Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. | — | — | — | — | |
| 73 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 248.00 | 189.12 | 46,901.76 |
| 74 | From Wagon where mechanical handling is possible a n d traffic block is not required or in Truck / trailer. | MT | 277.00 | 156.8 | 43,433.6 |
| Unloading of rails of any section and length from 13 metre to 39 metre, in neat manner for Railway usage from departmental material train (DMT) including lead up to 50 metre and lift up to 5 metre. | — | — | — | — | |
| 75 | During period of traffic block | MT | 248.00 | 197.7 | 49,029.6 |
| Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 76 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 2395.00 | 178.3 | 4,27,028.5 |
| Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 77 | I n Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 366.00 | 205.96 | 75,381.36 |
| Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres. | — | — | — | — | |
| 78 | For lead up to 500 metres | MT | 1645.00 | 319.49 | 5,25,561.05 |
| 79 | For lead beyond 500 metre and up to 1 Km | MT | 1645.00 | 474.19 | 7,80,042.55 |
| 80 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 11685.00 | 49.44 | 5,77,706.4 |
| Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous m a t e r i a l 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. | — | — | — | — | |
| 81 | Lead up to 5 Km | MT | 17.22 | 179.92 | 3,098.22 |
| 82 | Lead beyond 5 Km and up to 10 km | MT | 17.22 | 222.96 | 3,839.37 |
| 83 | Lead beyond 10 Km and up to 20 km | MT | 17.96 | 281.29 | 5,051.97 |
| 84 | Lead beyond 20 Km and up to 30 km | MT | 22.70 | 352.03 | 7,991.08 |
| 85 | Lead beyond 30 Km and up to 50 km | MT | 28.44 | 449.86 | 12,794.02 |
| 86 | Lead beyond 50 Km and up to 100 Km | MT | 34.18 | 662.06 | 22,629.21 |
| 87 | Lead beyond 100 Km and up to 150 Km | MT | 42.40 | 980.75 | 41,583.8 |
| 88 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 3079.88 | 3.26 | 10,040.41 |
| 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. | — | — | — | — | |
| 89 | Lead up to 5 Km | MT | 1140.66 | 56.61 | 64,572.76 |
| 90 | Lead beyond 5 Km and up to 10 km | MT | 1599.99 | 99.65 | 1,59,439 |
| 91 | Lead beyond 10 Km and up to 20 km | MT | 1513.32 | 157.98 | 2,39,074.29 |
| 92 | Lead beyond 20 Km and up to 30 km | MT | 1469.99 | 228.72 | 3,36,216.11 |
| 93 | Lead beyond 30 Km and up to 50 km | MT | 1426.66 | 326.55 | 4,65,875.82 |
| 94 | Lead beyond 50 Km and up to 100 Km | MT | 1971.66 | 538.74 | 10,62,212.11 |
| 95 | Lead beyond 100 Km and up to 150 Km | MT | 2475.33 | 857.43 | 21,22,422.2 |
| 96 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 271968.90 | 3.26 | 8,86,618.61 |
| Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 97 | From DMT - During period of traffic block | MT | 1198.20 | 178.18 | 2,13,495.28 |
| 98 | From Truck / Trailer | MT | 1198.20 | 146.36 | 1,75,368.55 |
| Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 99 | From DMT - During period of traffic block | MT | 183.60 | 226.54 | 41,592.74 |
| 100 | From Truck / Trailer | MT | 183.60 | 162.77 | 29,884.57 |
| Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres. | — | — | — | — | |
| 101 | From DMT - Not involving traffic block or on lines, not opened to traffic | MT | 98.75 | 179.36 | 17,711.8 |
| 102 | From Truck / Trailer | MT | 135.75 | 234.02 | 31,768.22 |
| Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing o f track(s) wherever necessary as directed by Engineer-in-Charge. | — | — | — | — | |
| 103 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 198.67 | 478.8 | 95,123.2 |
| 104 | All type of PSC sleepers | MT | 779.00 | 516.47 | 4,02,330.13 |
| 105 | P.Way fittings of all types and other similar loose items | MT | 15.48 | 414.33 | 6,413.83 |
| 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. | — | — | — | — | |
| 106 | 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 | 14.00 | 6,908.11 | 96,713.54 |
| 107 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 14.00 | 5,917.1 | 82,839.4 |
| 108 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 14.00 | 6,908.11 | 96,713.54 |
| 109 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 14.00 | 8,361.59 | 1,17,062.26 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 110 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 950.00 | 846.09 | 8,03,785.5 |
| 111 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 975.00 | 2,118.4 | 20,65,440 |
| 112 | Tractor with Trolley for local transportation or other misc. works. | Hour | 950.00 | 599.84 | 5,69,848 |
| 113 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 1025.00 | 753.26 | 7,72,091.5 |
| Schedule total | ₹7,24,36,453.88 | ||||
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