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Tender Value
₹7.9 Cr
EMD Value
₹5.4 L
Closing Date
9 Mar 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
EAST
24 conditions · 5 needing a document upload
10.2 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-Y, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. ( Click here to download Format)
Each page of the copy of documents/certificates in support of Special Financial Criteria, submitted by the tenderer, shall be self- attested/digitally signed by the tenderer or authorized representative of the tendering firm. Self attestation shall include signature, stamp and date (on each page)
Note Explanation for clause 10 including 10.2 contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC- April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
10.1 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) (i) 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 Contract or 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. ( Click here to download Format)
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 Substantially Completed Work :- 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. 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.
Definition of Similar Work :- Works like CTR, TSR, TRR, TTR, TWR, TFR 1.1.1 and deep screening, lifting of track, shallow screening, pre and post BCM work, De- stressing and P.way linking work.
The tenderer in support of his/their claim of qualifying the laid down "Technical Eligibility Criteria" must submit Experience Certificate as per 1.1.2 format prescribed in Annexure "W" duly self attested/digitally signed on each page (Self Attestation shall include signature, date & stamp of the tenderer).
The copy o f respective letter of acceptance/agreement for which experience certificate h a s b e e n produced i n Annexure-W m u s t be enclosed i n support o f "Similar Nature of Work". This document should be duly self attested/digitally signed on each page (Self Attestation shall include signature, date & stamp of the tenderer).
Tenderer has to submit details of employment/partnership etc. of Retired Railway Employees, as applicable, as per Para 16(a), 16(b) & 16(c) of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips upto-date and as given in para 24.1 & 24.2 of "General Instructions to Tenderers for e-Tenders" attached with tender document. Tender submitted without the aforementioned sought information or tender submitted without a statement to the effect that no such retired Engineer or retired Gazetted Officer, as per Para 16(a), 16(b) & 16(c) of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up-to- date, is so associated with the tenderer, as the case may be, shall be rejected. The format for providing the aforementioned sought information is given in Annexure-J in the attached documents with the tender. ( Click here to download Format)
Each page of the copy of the documents/ certificates in support of Special Technical Criteria, submitted by the tenderer, shall be duly self attested/digitally signed by the tenderer (Self Attestation shall include signature, date & stamp of the tenderer).
Note Explanation for clause 10 including 10.1, contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
48 conditions
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.
GENERAL INSTRUCTIONS TO TENDERERS For e-Tenders:-
E-tender have been invited for and on behalf of the President of India through website www.ireps.gov.in for the work mentioned against t h e tender notice number available in the website. Tenderers are required to bid online only in the above mentioned website. All Mandatory fields marked have to be filled in by the tenderer. No manual offer is acceptable against this tender. No Tender document i n hard c o p y w i l l b e sold against this tender. Please read the Instructions to Tenderers for e-tendering, Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) and Special Condition of Contract before filling the e-tender through online.
E-Tender forms are not transferable and the same is to be submitted with digital signature by the Tenderer already registered with the site.
T h e submitted e-tender forms w ill b e considered a s digitally signed by the tenderer as a confirmation from the tenderer that the tenderer has read, agreed and accepted all the conditions and attached documents referred in para 1.2 above as well as Schedule of Tender, Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) and Special Conditions of Contract.
The tender offer complete in all respect and with all documents i s t o be submitted online by e-tendering process through the website www.ireps.gov.in before t h e closing time/date o f this t e n d e r a s mentioned i n t h e N I T (Notice Inviting Tender). Tenderer can revise the bids any number of times till the closing time/date of the tender. No manual offers shall be accepted.
The Railway may, of its own o r i n response to any clarification requested/ suggested by any person including that from the tenderer, may modify this tender document at its sole discretion at least 15 days before the due date of closing of the tender as corrigendum.
Corrigendum as required may be issued at least 15 days prior to the closing of the tender. The corrigenda of this tender, if any, as issued time to time will be available on website at least 15 days in advance of closing of tender. The tenderers are requested to check the website before submitting their offer whether any such corrigendum to the tender has been issued or not and revise the offer if required accordingly. Failure on the part of tenderer on this aspect will be solely tenderers responsibility.
This document is the Standard Tender Document which consists of the General Instruction t o Tenderers, NIT (Notice Inviting Tender), Indian Railways Standard G e n e r a l Conditions of Contract- April- 2022 (GCC-April-2022), Special Conditions of Contract, Tender Schedules, Specifications of the works & various Annexures etc. All the above-mentioned documents taken together if not scored off, shall constitute the complete tender document here after referred to as "Tender Document" & have to be read together & acted upon accordingly. No part of the tender document can be relied upon or acted upon in isolation.
T h e Railway a n d t h e website w i l l h a v e n o responsibility for incorrect evaluation of cost and thereby incorrect cost of work and ranking of tenderers, if the schedule i s not filled correctly and unambiguously for each item. No claim or clarification o f a tenderer regarding applicability, inclusion or exclusion o f any element o f t a x o r d u t y o r a n y o t h e r change i n t h e offer subsequently (after opening o f the tender) will b e entertained. F o r this the tenderers are advised to read the Instructions, Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022), Special Conditions of Contract and other Instructions carefully before submission of tender.
In case of any problem with the portal is faced while filling the e- tender, Tenderers are advised to contact with the Helpdesk of IREPS portal who will render all help and assistance related with the website and portal except that related with the details of the tender. Railway will not take any responsibility for nonparticipation in the e-tender online for the reasons related to the website and portal or server etc beyond the control of railways.
Railway and the IREPS website will not take the responsibility for any online payment made by the tenderer and debited from his/their account towards the Earnest Money due to wrong or mismanipulation or any reasons related with the IT o r found unsuitable for the tender etc. In this regard Railway and IREPS website will not entertain any claim or refund the paid amount. E- Tender Forms shall be issued free of cost to all tenderers.
All documents uploaded or information furnished in the website are digitally signed by the competent authority.
INCONSISTENCY BETWEEN THE DOCUMENTS
The Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022), Standard Schedule of Rate SSOR), CPWD Specifications 2019 Vol I & II and the USSOR [Unified Standard Schedule of Rates (Labour & Materials) & Indian Railway Unified Standard Specification shall be read with all correction slips issued thereto from time to time and shall form integral part of this tender document. In case of any difference, contradiction, discrepancy, with regard to Conditions o f tender/ contract, Specifications, Drawings, Bill of quantities etc., forming part of the tender/ contract, the following shall b e the order of precedence: (i) Letter of Award/Acceptance (LOA) (ii) Bill(s) of Quantities (iii) Special Conditions of Contract (iv) Technical Specifications as given in tender documents (v) Drawings (vi) Indian Railways Standard General Conditions of Contract updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (vii) Indian Railways Unified Standard Specification (IRUSS) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract. (viii) CPWD Specifications Vol I & II updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract. (ix) Indian Railways Unified Standard Specifications (Works and Material) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract. (x) IR Specifications/Guidelines updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (xi) Relevant B.I.S. Codes updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
TENDERER S POSTAL ADDRESS
Address of tenderer: The address, email Id and Mobile phone, other phone nos. and other details given in the portal while registering will be considered as official address a n d all correspondences t o t h e tenderer will be m a d e in these registered m o d e s . All communication sent i n t i m e t o the tenderer by post at the said address shall be deemed to have reached the tenderer duly and in time. Important documents shall be sent by Registered Post. However, an undertaking has t o b e given i n the enclosed annexure b y uploading a scanned copy of duly filled in form in the portal.
THE SCHEDULE OF WORKS
The Schedules of Works is also available seperately in the website online and Rates are to be quoted online and submitted online duly signed digitally.
INSPECTION OF DATA
Drawings f o r t h e work c a n b e seen i n t h e offi c e inviting this tender on any working day during working hours. The drawings are only for the guidance of tenderers. Detailed working drawings, if required based o n the drawings mentioned above, will be given by the Engineer or his representative from time to time.
OPENING OF TENDER
Opening of e-tender online:- The e-tenders will be opened online using the IREPS portal. No representative is required to be present for opening of tender and taking notes of rates quoted and ranking as the complete details of rates etc. of all the bidders shall be available to the bidders in the website after the opening of the tender. In case of two packet system, technical bids will be opened first and financial bid will be opened in a subsequent date and time to b e notified/intimated t o those bidder whose technical bids are found acceptable. The tenderer must submit the documents in support of technical bids against eligibility criteria as mentioned in special technical criteria at para 4 and filled the financial bid on schedule.
In case the date of closing mentioned in the Notice Inviting Tender is declared a holiday/bandh/strike etc. on any account, the date of closing tender online will not be changed as the application in the website of IREPS does not permit submission of any offer after closing date and time of the tender. However, opening of tenders online will be on any convenient day after the closing date/time of tenders.
SUBMISSION OF DOCUMENTS IN SUPPORT OF ELIGILIITY CRITERIA, IF APPLICABLE:-
All documents in support of fulfillment of the eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and minimum average annual contractual turnover for Financial Eligibility Criteria must be uploaded over the website www.ireps.gov.in with scanned copy in .Pdf format at the time of tender bidding with details in specified format (Annexure W & Y).
T h e tenderer shall submit along w i t h t h e tender document, documents in support of his / their claim t o fulfill the eligibility criteria as mentioned in the tender document. Each page of the copy of documents/certificates in support of credentials, submitted by the tenderer, shall be self- attested / digitally signed by the tenderer or authorized representative of the tendering firm. Self - attestation shall include signature, stamp and date (on each page).
T h e R ailw a y reserves t h e r i g h t t o v e r i f y a l l statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when s o required b y the Railway, m a k e available a l l s u c h information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of its obligations or liabilities here under nor will it affect any rights of the railway there under.
In case of any wrong information submitted by tenderer, the contract shall be terminated. Bid Security, Performance Guarantee (PG) and Security Deposit ( SD) of contract shall be forfeited and agency shall be debarred for doing business on entire Indian Railways for 2 (Two) years.
Tenderer are advised to take utmost care while scanning/uploading the documents related to their eligibility. Railway administration will not be responsible for improperly scanned/uploaded document, corrupt file, illegible documents etc.
The tenderer should ensure that the information/documents, being submitted in support of claim of qualifying the laid down eligibility criteria, are prepared in prescribed formats duly signed by an official authorized t o d o so. Documents issuing authority must furnish a l l relevant information i n the prescribed format itself. Complete details of issuing authority should also be indicated in the document. Furnishing incomplete, illegible, vague information may lead to rejection of offer.
SUBMISSION OF COST OF TENDER FORM:
E-Tender Forms shall be issued free of cost to all tenderers.
SUBMISSION OF Bid Security: 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. The Bank Guarantee bond shall be as per Annexure-H and shall be valid for a period of 90 days beyond the bid validity period.
Tender must be accompanied with Bid Security of requisite amount as mentioned in NIT in A/c of P.F.A., S.E.C.Railway, Bilaspur deposited through Internet Banking or payment gateway only. i Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security deposit detailed above. ii Labour Cooperative Societies shall deposit only 50% of above Bid Security deposit detailed above.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:- i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document (i.e.Official Address mean: Sr.Divisional Engineer/East/Bilaspur, Office of the Sr.Divisional Engineer/Co-ord/Bilaspur, Near Titali Chowk, Railway Settlement Area, Bilaspur, Chhattisgarh-495004) before closing date for submission of bids (i.e. excluding the last date of submission of bids). iii. Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the officer and address as mentioned in the tender document. viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
SOUTH EAST CENTRAL RAILWAY TENDER FORMS (FIRST SHEET) ANNEXURE-I
I/We have read the various conditions to tender attached hereto and agree to abide by the said conditions. I/We also agree to keep this offer open for acceptance for a period of 60 (Sixty days) days from the date fixed for closing of the tender and in default thereof, I/we will be liable for forfeiture of my/our "Bid Security". I/We offer to do the work for South East Central Railway, at the rates quoted in the attached bill(s) of quantities and hereby bind myself/ourselves to complete the work in all respects within as mentioned in NIT of this instant tender (months) from the date of issue of letter of acceptance of the tender.
I/We also hereby agree t o abide b y the Indian Railways Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up-to-date and to carry out the work according to the Special Conditions of Contract and Specifications of materials and works as laid down by Railway in the annexed Special Conditions/Specifications, Schedule of R a t e s w i t h all correction slips up-to-date for the present contract.
A Bid Security of Rs. (as mentioned in NIT of this instant tender) has already been deposited online/ submitted as Bank Guarantee bond. Fu l l value o f t h e Bid Security shall stand forfeited without prejudice to any other right or remedies in case my/our tender is accepted and if: -
I/We do not submit the Performance Guarantee within the time specified in the Tender document;
I/We do not execute the contract documents within seven days 10.3.2 after receipt of notice issued by the Railway that such documents are ready, and
I/We do not commence the work within fifteen days after receipt of orders to that effect.
( a ) I/We am/are a Start up firm registered by........................ Department of Industrial Policy a n d Promotion (DIPP) a n d my registration number is................ valid upto...................... (Copy enclosed) and hence exempted from submission of Bid Security.
We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modifications, as maybe mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
TENDER FORM (SECOND SHEET) ANNEXURE-I
Instructions to tenderers and conditions of tender: -The following documents form part of Tender/Contract:
Execution of P.Way works like TRR(P), TBR, TTR and Renewal of SEJs & Glued Joints, Deep Screening of Point & Crossing and other track work under the jurisdiction of Assistant Divisional Engineer/Brajrajnagar of Bilaspur division.
DRM-ENGG-BSP-T-195-25-26
DRM-ENGG-BSP-T-195-25-26
Open
Works - General
12 Months
Bilaspur, Chhattisgarh
₹0
₹5.4 L
9 Mar 2026
10 Feb 2026
205 items across 3 schedules · ₹7,98,38,983.37 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality 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 and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ3 | cum | 1500.00 | 360.33 | 5,40,495 |
| Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. | — | — | — | — | |
| 2 | Soft rock not requiring blasting | cum | 1500.00 | 238.12 | 3,57,180 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 3 | Pozzolana Portland Cement approved brands/makes | MT | 12.00 | 7,847.94 | 94,175.28 |
| 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. | — | — | — | — | |
| 4 | Up to 40 m long rail panel | RM | 611.00 | 8.79 | 5,370.69 |
| 5 | More than 40 m long rail panel | RM | 46370.00 | 13.89 | 6,44,079.3 |
| 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. | — | — | — | — | |
| 6 | For Through Rail Renewal work | TRM | 12863.00 | 43.13 | 5,54,781.19 |
| 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. | — | — | — | — | |
| 7 | For Through Rail Renewal work | TRM | 23575.00 | 44.46 | 10,48,144.5 |
| 8 | For Casual/Scattered Rail Renewal work | RM | 611.00 | 36.24 | 22,142.64 |
| 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. | — | — | — | — | |
| 9 | For location of work not involving deep screening | Each | 12.00 | 326.91 | 3,922.92 |
| 10 | For location of work involving deep screening (deep screening to be paid separately). | Each | 967.00 | 182.26 | 1,76,245.42 |
| 11 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 2135.00 | 343.25 | 7,32,838.75 |
| 12 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 967.00 | 191.37 | 1,85,054.79 |
| 13 | Extra to item no. 062011, 062012, 062013 and 062014 for sleepers lying on slope / toe of bank beyond initial height of 5 metres. | Each | 967.00 | 39.66 | 38,351.22 |
| 14 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC | 148644.00 | 4.75 | 7,06,059 |
| 15 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 36326.00 | 4.31 | 1,56,565.06 |
| Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete. | — | — | — | — | |
| 16 | By using Contractor's Grease Graphite | Each | 11200.00 | 35.4 | 3,96,480 |
| Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in t i m e . 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 17 | On Cess | Each | 2641.00 | 306.68 | 8,09,941.88 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 18 | Rail section of 52Kg and above | Each | 412.00 | 94.69 | 39,012.28 |
| 19 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block c o n d i t i o n s as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 60.00 | 8,248.61 | 4,94,916.6 |
| 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 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. | — | — | — | — | |
| 20 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 1.00 | 5,477.68 | 5,477.68 |
| Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item. | — | — | — | — | |
| 21 | Derailing Switch | Set | 1.00 | 10,454.92 | 10,454.92 |
| Casual renewal of PSC sleepers on points and crossings, derailing switches and diamonds portion of any layout including packing under new sleepers. All the released materials shall be stacked at specified location in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed with contractor's vehicles, consumables, stores, labour etc. complete, as directed by Engineer in- charge. Note: Approach and Exit sleepers shall be paid as normal sleepers under relevant item. | — | — | — | — | |
| 22 | Sleepers up to 2.85 m length | Each | 1736.00 | 584.01 | 10,13,841.36 |
| 23 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 2229.00 | 804.32 | 17,92,829.28 |
| 24 | Sleepers of more than 4.20 m length | Each | 910.00 | 1,267.21 | 11,53,161.1 |
| Renewal of CMS Crossing of all rail sections with CMS crossing or with WCMS crossing complete with fastenings including replacement of worn-out rubber pads, liners and ERC, as required. All the released materials shall be stacked at specified location in a countable manner within the lead of 500m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as directed by engineer in-charge. Note: Rail cutting and drilling shall be paid separately under relevant item. | — | — | — | — | |
| 25 | 1 in 8½ Turnout | Set | 29.00 | 3,683.48 | 1,06,820.92 |
| 26 | 1 in 12 Turnout | Set | 50.00 | 4,030.47 | 2,01,523.5 |
| Through Switches Renewals of existing curved/Thick web switches with Thick Web Switches on 60Kg Points and crossings including approach rails as required, on PSC sleepers, removing and re-fixing or replacing fittings, fastenings, stretcher bar, blocks etc., with housing of tongue rails as per requirement of signaling etc. including preparation for operation of traffic block, under line block conditions and packing of any disturbed sleepers and boxing of ballast to profile, picking of slacks of track at switch portion, crossing of track wherever necessary. All the released materials shall be stacked at specified location in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed with contractor's vehicles, consumables, stores, labour etc. complete, as directed by engineer in-charge. Note: Rail cutting and Hole Drilling shall be paid under relevant item. | — | — | — | — | |
| 27 | For 1 in 12 Turnouts | Set | 46.00 | 29,559.73 | 13,59,747.58 |
| 28 | For 1 in 8.5 Turnouts | Set | 7.00 | 23,647.78 | 1,65,534.46 |
| 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. | — | — | — | — | |
| 29 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 1606.36 | 893.31 | 14,34,977.45 |
| 30 | Lifting and packing for regrading the 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 of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 3800.00 | 171.63 | 6,52,194 |
| 31 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 3800.00 | 26.54 | 1,00,852 |
| 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 | 1660.00 | 25.26 | 41,931.6 |
| 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 | 21436.82 | 50.52 | 10,82,988.15 |
| 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor. | — | — | — | — | |
| 34 | For 60 Kg - 90 UTS Rail | Each | 1159.00 | 4,211.86 | 48,81,545.74 |
| 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. | — | — | — | — | |
| 35 | For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 1434.00 | 1,762.11 | 25,26,865.74 |
| 25mm gap Cess Welding and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respe c t as 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 of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (Zircon washed) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG p r e h e a t i n g technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. | — | — | — | — | |
| 36 | For 60 Kg - 90 UTS Rail | Each | 206.00 | 3,164.26 | 6,51,837.56 |
| 25mm gap Cess Welding with Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I shall be supplied by Railways. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. | — | — | — | — | |
| 37 | For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique. | Each | 155.00 | 1,067.73 | 1,65,498.15 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 38 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 12863.00 | 100.2 | 12,88,872.6 |
| Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in- charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section. | — | — | — | — | |
| 39 | For PSC Sleeper | TRM | 1286.30 | 85.89 | 1,10,480.31 |
| 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. | — | — | — | — | |
| 40 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 17970.00 | 132.26 | 23,76,712.2 |
| 41 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1286.30 | 396.78 | 5,10,378.11 |
| 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. | — | — | — | — | |
| 42 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 17470.00 | 101.74 | 17,77,397.8 |
| 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. | — | — | — | — | |
| 43 | 1 in 8½ PSC layout | Set | 48.00 | 11,004.54 | 5,28,217.92 |
| 44 | 1 in 12 PSC layout | Set | 279.00 | 14,315.93 | 39,94,144.47 |
| 45 | 1 in 8½ Derailing Switch | Set | 12.00 | 1,567.73 | 18,812.76 |
| 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. | — | — | — | — | |
| 46 | With Railway's Hydraulic Rail tensor | TRM | 12963.00 | 40.47 | 5,24,612.61 |
| 47 | With Contractor's Hydraulic Rail tensor | TRM | 12000.00 | 42.79 | 5,13,480 |
| 48 | Without Rail tensor | TRM | 52300.00 | 38.9 | 20,34,470 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately). | — | — | — | — | |
| 49 | With Clamps | Set | 1272.00 | 151.2 | 1,92,326.4 |
| 50 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as r e q u i r e d including stacking of released material and as directed by engineer in- charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 155.00 | 1,745.84 | 2,70,605.2 |
| 51 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in- charge to keep drains clean and clear in cuttings etc. | RM | 4551.85 | 31.05 | 1,41,334.94 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done. | — | — | — | — | |
| 52 | For 60 Kg Rails | TRM | 2000.00 | 83.65 | 1,67,300 |
| 53 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 1000.00 | 22.03 | 22,030 |
| 54 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against severe corrosion for any rail section with one coat of high build epoxy paint (two pack) of reputed make confirming to RDSO Specification M&C/PCN-111/99 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 292.00 | 39.01 | 11,390.92 |
| 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. | — | — | — | — | |
| 55 | 1 in 8½ Turnout | Each | 7.00 | 51,072.02 | 3,57,504.14 |
| 56 | 1 in 12 Turnout | Each | 46.00 | 58,789.78 | 27,04,329.88 |
| 57 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re- fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM | 20300.00 | 15.55 | 3,15,665 |
| 58 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM | 21500.00 | 37.65 | 8,09,475 |
| 59 | Removal of screened muck discharged by BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 16300.00 | 28.58 | 4,65,854 |
| 60 | Removal of screened muck discharged by FRM/SBCM where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 11000.00 | 19.06 | 2,09,660 |
| 61 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 2200.00 | 2.65 | 5,830 |
| 62 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | TRM | 16300.00 | 19.8 | 3,22,740 |
| 63 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: 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 and cess profile. | TRM | 20851.85 | 35.51 | 7,40,449.19 |
| 64 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM | 14851.85 | 31.75 | 4,71,546.24 |
| 65 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 15351.85 | 29.7 | 4,55,949.95 |
| 66 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM | 9851.85 | 402.32 | 39,63,596.29 |
| 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. | — | — | — | — | |
| 67 | For day time block working | TRM | 33492.30 | 18.29 | 6,12,574.17 |
| 68 | For night time block working | TRM | 45069.00 | 20.49 | 9,23,463.81 |
| Pre, during & post tamping operations, for tamping of track on level crossing portion on all types of track structure and density, during traffic block, duly opening the road surface by digging up to the required width and up to 50mm below bottom of sleeper to facilitate tamping, removing and refilling ballast, adjustment of deficient ballast if necessary by picking from adjoining track/shoulder/cribs, removing and refixing all inter locking gears interfering, removing and re-fixing of check rails and painting of running rail & check rail with coal tar emulsion, completing road surface to smooth motorable condition after tamping is over, including tightening of loose fittings, replacement of broken/missing fittings, correction of displaced sleepers to correct position and as directed by Engineer in charge. | — | — | — | — | |
| 69 | Level crossing with asphalted surface | Sqm | 20.00 | 368.7 | 7,374 |
| 70 | Level crossing with CC block surface | Sqm | 20.00 | 319.12 | 6,382.4 |
| 71 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 570.00 | 101.38 | 57,786.6 |
| 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. | — | — | — | — | |
| 72 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 18.00 | 8,977.56 | 1,61,596.08 |
| 73 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 94.00 | 10,446.35 | 9,81,956.9 |
| Extra Over Item Numbers 156011 to 156015 for night block working | — | — | — | — | |
| 74 | Extra to Item no. 156011 for night block working | Set | 9.00 | 1,346.63 | 12,119.67 |
| 75 | Extra to Item no. 156012 for night block working | Set | 47.00 | 1,566.95 | 73,646.65 |
| Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day. | — | — | — | — | |
| 76 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 188.00 | 4,830.68 | 9,08,167.84 |
| 77 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 304.00 | 4,406.98 | 13,39,721.92 |
| 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) | — | — | — | — | |
| 78 | 60 Kg - 110/90 UTS - Outside Track | Each | 2320.00 | 224.91 | 5,21,791.2 |
| 79 | 60 Kg - 110/90 UTS - On Running Line | Each | 3255.00 | 287.72 | 9,36,528.6 |
| Cutting of rails with electrically operated Rail Cutting Machine in all types of rail sections, with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge as per Specifications. Machine to be fitted with monorail wheel arrangement and a handle of convenient height to enable it to be pushed over one rail by one person to take it to the work-site. | — | — | — | — | |
| 80 | Outside track - When Electricity provided by static power supply of Railway : | Each | 1290.00 | 148.25 | 1,91,242.5 |
| 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. | — | — | — | — | |
| 81 | Outside Track | Each | 3533.00 | 53.08 | 1,87,531.64 |
| 82 | On Running Line | Each | 2969.00 | 68.99 | 2,04,831.31 |
| Loading of rails of any section and length up t o 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | — | — | — | — | |
| 83 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 563.43 | 128.09 | 72,169.75 |
| 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. | — | — | — | — | |
| 84 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 161.56 | 333.29 | 53,846.33 |
| 85 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 195.05 | 125.77 | 24,531.44 |
| 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. | — | — | — | — | |
| 86 | For lead up to 500 metre. | MT | 161.56 | 369.58 | 59,709.34 |
| 87 | For lead beyond 500 metre and up to 1 Km. | MT | 356.61 | 476.21 | 1,69,821.25 |
| 88 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 161.56 | 56.63 | 9,149.14 |
| 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. | — | — | — | — | |
| 89 | For lead up to 500m | MT | 1627.24 | 415.64 | 6,76,346.03 |
| 90 | For lead beyond 500 metre and up to 1 Km | MT | 1394.04 | 604.58 | 8,42,808.7 |
| 91 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 346.74 | 75.45 | 26,161.53 |
| 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. | — | — | — | — | |
| 92 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 563.43 | 94.45 | 53,215.96 |
| Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work. | — | — | — | — | |
| 93 | During period of traffic block | MT | 1548.96 | 28.41 | 44,005.95 |
| 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. | — | — | — | — | |
| 94 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 5787.85 | 100.32 | 5,80,637.11 |
| 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. | — | — | — | — | |
| 95 | For lead up to 500 metres | MT | 796.01 | 287.71 | 2,29,020.04 |
| 96 | For lead beyond 500 metre and up to 1 Km | MT | 5001.04 | 425.97 | 21,30,293.01 |
| Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | — | — | — | — | |
| 97 | Lead beyond 5 Km and up to 10 km | MT | 40.19 | 204.56 | 8,221.27 |
| 98 | Lead beyond 10 Km and up to 20 km | MT | 395.71 | 259.68 | 1,02,757.97 |
| 99 | Lead beyond 20 Km and up to 30 km | MT | 340.85 | 326.48 | 1,11,280.71 |
| 100 | Lead beyond 100 Km and up to 150 Km | MT | 580.35 | 919.67 | 5,33,730.48 |
| 101 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 149.44 | 3.08 | 460.28 |
| 102 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 49.20 | 70.84 | 3,485.33 |
| 103 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 113.14 | 141.68 | 16,029.68 |
| 104 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 59.68 | 154 | 9,190.72 |
| 105 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 127.45 | 215.6 | 27,478.22 |
| 106 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 240.81 | 277.2 | 66,752.53 |
| 107 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 149.44 | 304.92 | 45,567.24 |
| 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. | — | — | — | — | |
| 108 | Lead beyond 5 Km and up to 10 km | MT | 185.18 | 94.4 | 17,480.99 |
| 109 | Lead beyond 10 Km and up to 20 km | MT | 1239.71 | 149.52 | 1,85,361.44 |
| 110 | Lead beyond 20 Km and up to 30 km | MT | 964.92 | 216.32 | 2,08,731.49 |
| 111 | Lead beyond 100 Km and up to 150 Km | MT | 3776.00 | 809.51 | 30,56,709.76 |
| 112 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 1743.65 | 3.08 | 5,370.44 |
| 113 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 12.67 | 70.84 | 897.54 |
| 114 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 78.85 | 123.2 | 9,714.32 |
| 115 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 28.51 | 141.68 | 4,039.3 |
| 116 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 1649.79 | 154 | 2,54,067.66 |
| 117 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 124.67 | 215.6 | 26,878.85 |
| 118 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 18.26 | 224.84 | 4,105.58 |
| 119 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 258.23 | 277.2 | 71,581.36 |
| 120 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 41.09 | 295.68 | 12,149.49 |
| 121 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 1743.65 | 304.92 | 5,31,673.76 |
| 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. | — | — | — | — | |
| 122 | From DMT - During period of traffic block | MT | 5000.00 | 159.93 | 7,99,650 |
| 123 | From Truck / Trailer | MT | 5787.85 | 91.72 | 5,30,861.6 |
| 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. | — | — | — | — | |
| 124 | From Truck / Trailer | MT | 195.05 | 130.69 | 25,491.08 |
| 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 of track(s) wherever necessary as directed by Engineer-in-Charge. | — | — | — | — | |
| 125 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 278.18 | 372.67 | 1,03,669.34 |
| 126 | All type of PSC sleepers | MT | 1366.01 | 406.38 | 5,55,119.14 |
| 127 | P.Way fittings of all types and other similar loose items | MT | 245.46 | 371.58 | 91,208.03 |
| 128 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 20.00 | 353.08 | 7,061.6 |
| 129 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM | 15.00 | 174.78 | 2,621.7 |
| Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re-fixing check rails duly ensuring standard clearances, re- inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in-charge. | — | — | — | — | |
| 130 | Level crossings with asphalted road surface | Sqm | 217.20 | 552.2 | 1,19,937.84 |
| 131 | Level crossings with concrete blocks road surface | Sqm | 50.00 | 502.3 | 25,115 |
| Manufacturing, supplying and laying factory made CC block pavers for road surface of level crossings to RDSO Drg. No. M.00003, manufactured using 20mm size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 132 | 120mm thick blocks of M-40 grade for heavy traffic. | Sqm | 650.00 | 1,449.2 | 9,41,980 |
| 133 | Paving of level crossing road surface with Railway's precast RCC slab / blocks as per standards / approved drawings for light and heavy vehicles on bed of sand, moorum or gravel, duly compacted and joints filled with mixture of sand & tar/bitumen in proportion of 1:2 by weight. | Sqm | 135.00 | 220.65 | 29,787.75 |
| 134 | Fixing of speed breaker on approaches of level crossings with pre-cast concrete blocks (M-25) of parabolic shape for entire road width with 125 mm central rise including painting two coats with paint of approved quality and colour in the width of 2 metres.Note: Cost of pre-cast concrete blocks shall be paid separately. | RM | 80.00 | 374 | 29,920 |
| 135 | Provision of one Asphalt Speed Breaker Rumble Strip on each side of the approaches of manned level crossings as per approved drawing including painting two coats with paint of approved quality and colour. | RM | 80.00 | 646.84 | 51,747.2 |
| 136 | Supplying providing and fixing country kali wood/hard wood (Non teak) sleepers of various thickness and length as per the RDSO re railing ramp Drg No T-8259 for fixing bent rails and MS plates including cutting the wood in saw mills, transporting to site of work with all leads and lifts, labour, tools and plant etc. as directed by Engineer In-charge. | cudm | 50.00 | 64.22 | 3,211 |
| Schedule total | ₹7,03,88,532.2 | ||||
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