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Tender Value
₹8.4 Cr
EMD Value
₹16.8 L
Closing Date
24 Aug 2026, 3:00 pmDue today
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DENEAST
20 conditions · 2 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.
The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfillment of financial eligibility criteria should be with UDIN (Unique Document Identification Number), failing which the offer is likely to be rejected without any further reference. (Authority: Chief Engineer/Works/SER/GRC's letter no. CE/G/Arb &Cont. Mgt./Tender Circular/Pt.I/317, dated 11.03.2025)
(Technical Eligibility Criteria: (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.
However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Technical Eligibility Criteria: 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.
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 or entity authorized by RBI to do so for the relevant date or immediately previous date for which rates have been published. 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 1.1.1 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 or immediately previous date for which rates have been published.
[Explanation for Eligibility Criteria: 1. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. 2. In case a work is started prior to 07 (seven) years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfillment of credentials. 3. If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfillment of credentials. 4. In case of completed work, the value of final bill (gross amount) including the PVC amount (if paid) shall be considered as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. 5. If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form (Second Sheet) of GCC April - 2022, the same shall be considered for the purpose of fulfillment of credentials.
6. In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility. 7. In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution /split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his 1.2.1 bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. 8. In case of existing partnership firm, if any one or more partners quit the partnership firm, the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on the date of quitting the partnership firm(e.g. in a partnership firm of partners A, B & C having share 30%, 30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc
9. In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firm shall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6 above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc. 10. Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. 11. In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will 1.2.2 be passed on to the successor. 12. If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in their value. Further, in case a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. 13. In a partnership firm "AB" of A&B partners, in case A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not beadded in partnership firm AB. 14. In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. 15. In case company A is merged with company B, then company B would get the credentials of company A also.]
Defination of Similar Work :- Execution of earth work in formation with mechanical compaction and construction of bridges.
42 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
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 copy of Permanent Account Number, GST registration
Tenderes are required to upload ESI & EPF regsitration certificate
Tenderers are required to furnish a valid and functional email ID and mobile no. to which communication can be done by the Railway Administration
Drawings for the Work: The Drawing for the work can be seen in the office of the DRM(Engg)/S.E. Railway/Adra Railway at any time during the office hours. The drawings are only for the guidance of Tenderer(s). Detailed working drawings (if required) based generally on the drawing mentioned above, will be given by the Engineer or his representative from time to time
1. Rights of the Railway to deal with Tender: The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender, and tenderer(s) shall neither demand any explanation for the cause of rejection of his/ their tender nor the Railway to assign reasons for declining to consider or reject any particular tender or tenders. 2. If the tenderer(s) deliberately gives / give wrong information in his / their tender or creates / create circumstances for the acceptance of his / their tender, the Railway reserves the right to reject such tender at any stage. 3. If any partner(s) of a partnership firm expires after the submission of its tender or after the acceptance of its tender, the Railway shall deem such tender as cancelled/contract as terminated under clause 61 of the Standard General Conditions of Contract, unless the firm retains its character as per partnership agreement. If a sole proprietor expires after the submission of tender or after the acceptance of tender, the Railway shall deem such tender as cancelled / contract as terminated under clause 61 of the Standard General Conditions of Contract.
Should a tenderer find the discrepancies in, or omissions from the drawings or any of the tender forms or should be in doubt as to their meaning, he should at once notify the authority inviting tenders who may issue a corrigendum. It shall be understood that every endeavor has been made to avoid any error which can materially affect the basis of the tender and the successful tenders shall take upon himself and provide for the risk of any error which may subsequently be discovered and shall make no subsequent claim on account thereof.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he entered in the tender form are adequate and all inclusive to accord with the provisions in clause-37 of the General Conditions of Contract for the completion of work to the entire satisfaction of the engineer.
All these conditions and specifications should carefully be studied by the tenderer / tenderers before submitting his/their tender. He/they should in his/their own interest be well acquainted with the site of work.
Bid Security: The tenderer shall be required to submit the Bid Security with the tender for the due performance with the stipulation to keep the offer open till such date as specified in the tender, under the conditions of tender. The Bid Security shall be as under: Value of the Work - For all work - Bid Security -2% of the estimated cost of the work. Note: (i) The Bid Security shall be rounded off to the nearest 100. This Bid Security shall be applicable for all modes of tendering. (ii) Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security detailed above. (iii) Labour Cooperative Societies shall submit only 50% of above Bid Security detailed above. (b) It shall be understood that the tender documents have been issued to the tenderer and the tenderer is permitted to tender in consideration of stipulation on his part, that after submitting his tender he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to the Engineer. Should the tenderer fail to observe or comply with the said stipulation, the aforesaid amount shall be liable to be forfeited to the Railway. (c) If his tender is accepted, this Bid Security mentioned in sub para (a) above will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract. The Bid Security of other Tenderers shall, save as herein before provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation that may happen thereto while in their possession, nor be liable to pay interest thereon.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VIA and shall be valid for a period of 90days beyond the bid validity period.
Beneficiary- FA and CAO, South Eastern Railway,Garden Reach, Kolkata.
Execution of P Way work with formation and extension of subway related to the work of extension of all lines with provision of PQRS line beside DN Loop line and provision of UP Passenger Platform at Ondagram(ODM).
E-DRM-Engg-ADRA-64-26
E-DRM-Engg-ADRA-64-26
Open
Works - General
12 Months
Purulia, West Bengal
₹0
₹16.8 L
31 Jul 2026
31 Jul 2026
10 Aug 2026
212 items across 10 schedules · ₹7,92,31,460.51 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms with contractor's own earth conforming 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 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 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 prevailing guidelines. | etc. to to for per | — | — | — | |
| 1 | Using Soil Class SQ2 | cum | 40000.00 | 253.42 | 1,01,36,800 |
| 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 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 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 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 dumped / stacked away from toe embankment. (ii) All hard rock /and boulders not fit for filling will be stacked the contractor and will be property of Railways. (iii)Cut trees shall be property Railways and to be deposited in the railway godown unless specified otherwise in Conditions of Contract. | of of & per be of by the of the | — | — | — | |
| 2 | In all conditions and classifications of except rock | soil cum | 5000.00 | 106.59 | 5,32,950 |
| 3 | Extra for leading of Cut spoil every one beyond original lead of 2 km over item nos. 012011 to 012014 | km cum | 2000.00 | 26.9 | 53,800 |
| 4 | Manufacturing of blanketing material wet mixing of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, in designed proportion in 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 correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. | by cum Pug to | 4000.00 | 776.01 | 31,04,040 |
| 5 | Supplying, driving and erecting in all types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. protection of bank slope including coats of coal tar paint complete, directed. Note: Payment will be made per actual driven length of pile. | Metre for two as as | 7000.00 | 190.4 | 13,32,800 |
| Providing and laying in position Plain cement concrete of specified Nominal f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - work up to plinth level : | Mix All | — | — | — | |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) 4 graded stone aggregate 20 mm nominal size) | : cum | 780.00 | 2,473.31 | 19,29,181.8 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): graded stone aggregate 40 mm nominal size). | 6 cum | 600.00 | 2,499.64 | 14,99,784 |
| Centering and shuttering including strutting, propping etc. and removal form for : | of | — | — | — | |
| 8 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall up to 5m above ground level | Sqm Pier etc. | 1200.00 | 674.52 | 8,09,424 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 9 | Pozzolana Portland Cement approved brands/makes | MT | 415.00 | 8,429.01 | 34,98,039.15 |
| 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. | & | — | — | — | |
| 10 | For Through Rail Renewal work | TRM | 500.00 | 44.96 | 22,480 |
| Under conditions not requiring 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 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 250m & all lift, clear of infringements, crossing of track, if any complete, directed - N o t e : 1. This item shall operated only when existing turnout replaced either with new turnout in case T T R 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. | to of as be is of | — | — | — | |
| 11 | 1 in 8½ Turnout (Under conditions requiring Traffic Block). | not Set | 6.00 | 24,686.52 | 1,48,119.12 |
| 12 | 1 in 12 Turnout (Under conditions not requiring Traffic Block). | Set | 5.00 | 26,764.29 | 1,33,821.45 |
| 13 | Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material- wise and classification-wise duly releasing all fittings carefully without causing damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks any, etc., complete as directed by Engineer-in-charge. | Set any if the | 2.00 | 4,560.04 | 9,120.08 |
| 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, specified location with 52Kg / 60Kg section on PSC sleepers with Railways rails/sleepers available anywhere within 5 0 0 m 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 requirement of signaling including crossing of track, filling and spreading of ballast crib and shoulder as required, linking turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for kmph speed including lubrication fittings/fastenings, complete in all respect a n d as directed by Engineer in-charge. Note: Required P.Way fittings shall supplied at the SSE/P.Way stores. | at rail per in of 20 of be | — | — | — | |
| 14 | 1 in 8½ Turnouts | Set | 1.00 | 59,213.7 | 59,213.7 |
| 15 | 1 in 12 Turnouts | Set | 18.00 | 68,779.23 | 12,38,026.14 |
| 16 | Derailing Switch | Set | 2.00 | 14,680 | 29,360 |
| Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top 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 ballast stack measurement. | of & on | — | — | — | |
| 17 | For average lead up to 50m and lift up 5m | to cum | 4000.00 | 102.86 | 4,11,440 |
| 18 | Lifting and packing for regrading existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion moorum / sand / stone ballast uniformly under the existing track and placing same to safe approved gradient, gauge, cushion including levelling and one round through packing to allow train movement 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 done in stages as per procedure prescribed in latest edition of IRPWM to get proposed final level as per approved working profile, as directed by Engineer charge. | the TRM of the of at be the in- | 5000.00 | 178.8 | 8,94,000 |
| 19 | Extra for additional lift over 75mm every 50mm lift or part thereof up 275mm for item nos. 083010 for each TRM. | for TRM to | 5000.00 | 27.67 | 1,38,350 |
| 20 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion Welder and finishing of weld to meet prescribed tolerances and pass stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position fixing of joggled fish plate at new weld, be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. Required nos. of Joggled fish plates shall supplied by Railway at nearest P. Way Stores and the same shall be returned nearest P. Way Store or at other location per direction of Engineer-in-Charge after release from track. | Each & the all as of and to 3. be at as | 545.00 | 1,599.21 | 8,71,569.45 |
| 25mm gap Cess Welding with Railway's welding portion and finishing of weld meet the prescribed tolerances and pass stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Only welding portion related accessories as per Annexure - shall be supplied by Railways. 2 . Welding shall be carried out only by trained welder having valid competency certificate. Hydraulic Weld trimmer shall be used chipping and profile Grinder for finishing. | to all as of and I 3. for | — | — | — | |
| 21 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Petrol/LPG pre heating technique | Each Air | 100.00 | 1,088.69 | 1,08,869 |
| 22 | Dismantling of existing LWR/SWR track any structure, removing rails, sleepers, plates, cutting of rails, segregation stacking of released Rails, Sleepers fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile laying new track over it, all as per direction of Engineer-in-Charge. | of TRM fish and and for | 500.00 | 189.06 | 94,530 |
| 23 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at 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 centre line of proposed track in correct & level with all ascents & descents, 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 excess ballast while rolling to obtain uniform plane cambered surface. | cum all to line as of | 4000.00 | 43.18 | 1,72,720 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section sleeper of specified density, on ballast spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along alignment on to formation, leading spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers fixing rails to sleepers with all types fittings and fastenings to correct gauge alignment, lubrication of fittings and fastenings with contractor's grease as IRPWM standards with contractors labour, tools, consumables, with all lead, lifts complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed Indian Railway Track Machine Manual 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. | and bed the and and of & per etc. in for | — | — | — | |
| 24 | For sleeper density of 1660 sleepers per | km TRM | 2900.00 | 279.3 | 8,09,970 |
| First or Second Through Packing of track all sleeper density including giving general lift, as desired to eliminate after Deep Screening work, lifting of track, lowering of track and major realignment curves and formation rehabilitation as procedure prescribed in latest edition IRPWM. Note: General lift is normally mm and isolated lift may be up to 50 mm. | of a sag of per of 25 | — | — | — | |
| 25 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 5000.00 | 137.85 | 6,89,250 |
| Third or subsequent Through Packing 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 isolated lift may be up to 50 mm. | of and | — | — | — | |
| 26 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 5000.00 | 106.04 | 5,30,200 |
| 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 procedure prescribed in latest edition IRPWM complete as per direction 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 required to pass train over it. | per of of is | — | — | — | |
| 27 | 1 in 8½ PSC layout | Set | 1.00 | 11,468.01 | 11,468.01 |
| 28 | 1 in 12 PSC layout | Set | 18.00 | 14,919.82 | 2,68,556.76 |
| Quick cutting with abrasive rail cutter of types of rail sections including wear resistant, head hardened rails up to UTS, with contractors tools & plants, equipment, consumable with all lead & etc. complete as directed by Engineer charge. Abrasive Rail Cutter will be as RDSO Specification No. TM/SM/1 (Rev. 01 2012) with latest status of RDSO; Cutting Wheel Abrasive Disc will be as RDSO Specification No.TM/SM/2 (Rev. 01 2020) | all 110 lift in- per of Rail per of | — | — | — | |
| 29 | 60 Kg - 110/90 UTS - Outside Track | Each | 715.00 | 162.22 | 1,15,987.3 |
| 30 | 60 Kg - 110/90 UTS - On Running Line | Each | 585.00 | 210.39 | 1,23,078.15 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in types of rail section with contractor's tools & plants, equipment, consumable with lead & lift etc. complete, as directed Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification TM/SM/3, dated 24.04.1991. | all all by No. | — | — | — | |
| 31 | Outside Track | Each | 2860.00 | 53.88 | 1,54,096.8 |
| 32 | On Running Line | Each | 2600.00 | 70.49 | 1,83,274 |
| Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up 5 metres. | to | — | — | — | |
| 33 | I n Wagon where mechanical handling possible and traffic block is not required in Truck/trailer. | is MT or | 500.00 | 119.83 | 59,915 |
| Loading, leading and unloading of 52Kg 60Kg rail up to 13 metre length Railway's Rail Dolly / Dip Lorry to nominated location under traffic with protection in case road carriage is possible with different lead with a lift up 5 metre during block period. | / by the line not to | — | — | — | |
| 34 | For lead beyond 500 metre and up to 1 Km. | MT | 1200.00 | 496.47 | 5,95,764 |
| 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. | — | — | — | — | |
| 35 | From wagons during period of traffic block where handling by mechanical means is possible | MT not | 128.56 | 176.56 | 22,698.55 |
| Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is possible for different leads and lift up to metres. | Rail not 5 | — | — | — | |
| 36 | For lead beyond 500 metre and up to 1 Km | MT | 3330.00 | 444.11 | 14,78,886.3 |
| 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 m a t e r i a l except Rails, sleepers, switches, crossings, SEJs Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | and | — | — | — | |
| 37 | Lead up to 5 Km | MT | 65.00 | 168.25 | 10,936.25 |
| 38 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 210.86 | 10,543 |
| 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 unloading. 2. Loading and unloading shall be paid extra under relevant items. | and | — | — | — | |
| 39 | Lead beyond 5 Km and up to 10 km | MT | 500.00 | 96.02 | 48,010 |
| Unloading of 52kg / 60kg PSC line special sleepers up to 2.75 metre length Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) 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 damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | and in or any | — | — | — | |
| 40 | From DMT - During period of traffic block | MT | 1755.00 | 166.73 | 2,92,611.15 |
| Unloading of Switches / Crossings / Rails / Glued Joints of any rail section 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. | SEJ and & & | — | — | — | |
| 41 | From Truck / Trailer | MT | 500.00 | 119.99 | 59,995 |
| 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 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 as per IRPWM guidelines, pasted substrate by an adhesive backing which shall be activated by applying heat pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c back-support frame of M.S. angle iron size 25mm x25mm x 3mmprovided 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. | to or on and to of all | — | — | — | |
| 42 | Caution Indicator Board of 1400mmx400mm with back support frame fixed to vertical post of MS angle of 50mmx50mmx6mm of 3650 mm long | size Each size | 5.00 | 6,298.57 | 31,492.85 |
| 43 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each all | 5.00 | 17,702.49 | 88,512.45 |
| Schedule total | ₹3,28,13,683.46 | ||||
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