Loading
Loading…
Loading…
Tender Value
₹42.8 Cr
EMD Value
₹85.6 L
Closing Date
28 Jul 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
NORTH
26 conditions · 7 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).
Bid Capacity : For tenders having advertised value more than Rs.10 Crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total value of the present tender. The available bid capacity shall be calculated as under:- Available Bid Capacity = [A x N x 2] (-)0.33 x N x B Where- A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N = Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. NOTE:- (a)The Tenderer (s) shall furnish the details of:- (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A and. (ii)Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (b)In case if a bidder is JV, the tenderer (s) must furnish the details of (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating 'A', and (ii)Existing commitment and balance amount of ongoing work with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each member of JV either in individual capacity or as a member of other JV but yet not started up to the date of inviting of tender for calculating 'B'. In case of no works in hand a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (c)Value of a completed work/work in progress/work awarded but yet not started for Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his / her compliance to the above mentioned bid capacity in the tender under consideration. (d)The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e)In case, the tenderer/s failed to submit the above statement along with offer, their/ his offer shall be considered as incomplete and will be Rejected Summarily. cntd.....
...... (f)The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of work put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria /tender requirement. TENDERER'S CREDENTIALS (BID CAPACITY) should be read in conjunction with Annexure -VI of Indian Railways Standard General Condition of Contract published in April-2022 up to latest correction slip.
10 Eligibility criteria: - 10.1 (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 April-2022 with update correction or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract April-2022 with update correction 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 April-2022 with update correction, 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 :- Any Civil Engineering work comprising 1.1.1 Earthwork in formation, Construction of Bridges, Supply or Supply and Spreading of machine crushed ballast and Linking of Track.
The tenderer in support of his/their claim of qualifying the laid down "Technical Eligibility Criteria" must submit Experience Certificate a s per format prescribed in Annexure "W" duly self attested/digitally signed on 1.1.2 each page (Self Attestation shall include signature, date & stamp of the tenderer). ( Click here to download Format)
The copy of respective letter of acceptance/agreement for which experience certificate has been produced in Annexure-W must be enclosed in support of "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 per Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up-to- date and as given in para 24.1 of "General instructions to tenderer" attached with tender document. Tender without the information above referred to or a statement to the effect that no such retired engineer or retired Gazetted Officer is so associated with the tenderer, as the case may be , shall be rejected. Format given in Annexure-J in attached documents. ( 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.
The 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 Corrigendum 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 Bid Security 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 2019/2021 Vol I & II and the USSOR [Unified Standard Schedule of Rates (Labour & Materials) & Indian Railway Unified Standard Specification- 2010/2021 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 of tender/ contract, Specifications, Drawings, Bill of quantities etc., forming part of the tender/ contract, the following shall be 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-2019/2021) 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 2019/2021 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) 2010/2021 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
All documents in support of fulfilment 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).
The tenderer shall submit along with the tender document, documents in support of his/ their claim to 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).
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such 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 02 (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 to do so. Documents issuing authority must furnish all relevant information in 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 before closing date for submission of bids(i.e excluding the last date of submission of bid). 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 Sixty days (in case of two packet system of tendering 90 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:
Construction of Long Haul Loop Lines by Extension of Existing Loop Lines and/or Construction of New Railway Lines, including Formation, Bridge Extension/Construction, Blanketing and Connectivity to the Main Line for Long Haul formation/Goods Parking Operations, along with Provision of Pathways and Other Associated Civil & P.Way Works at Lorha, Rupaund, Amlai, Mauhari and Bijuri Stations, including Construction of Track Machine Siding at Amlai Station, under the Jurisdiction of Senior Divisional Engineer North of Bilaspur Division.
DRM-ENGG-BSP-T-137-26-27
DRM-ENGG-BSP-T-137-26-27
Open
Works - General
18 Months
Bilaspur, Chhattisgarh
₹0
₹85.6 L
28 Jul 2026
6 Jul 2026
14 Jul 2026
425 items across 4 schedules · ₹42,87,29,655.79 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for E m b a n k m e n t by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 59051.00 | 521.74 | 3,08,092.69 |
| 2 | Benching of existing embankment manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in-charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. | Kilometre | 10.77 | 1,37,425.37 | 14,80,071.23 |
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality C l a s s SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per R D S O 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. | — | — | — | — | |
| 3 | Using Soil Class SQ1 | cum | 1000.00 | 307.43 | 3,07,430 |
| 4 | Using Soil Class SQ2 | cum | 138965.00 | 350.03 | 4,86,41,918.95 |
| 5 | Using Soil Class SQ3 | cum | 126268.15 | 360.33 | 4,54,98,202.49 |
| 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. | — | — | — | — | |
| 6 | In all conditions and classifications of soil except rock | cum | 118432.00 | 101.89 | 1,20,67,036.48 |
| 7 | Soft rock not requiring blasting | cum | 81775.64 | 238.12 | 1,94,72,415.4 |
| 8 | In hard rock requiring blasting | cum | 43590.00 | 367.43 | 1,60,16,273.7 |
| 9 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. | cum | 24350.00 | 912.29 | 2,22,14,261.5 |
| 10 | Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturally a v a i l a b l e or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. | cum | 22180.00 | 827.35 | 1,83,50,623 |
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | — | — | — | — | |
| 11 | Girth over 30 cm and up to 60 cm | Each | 3.00 | 337.16 | 1,011.48 |
| 12 | Girth over 60 cm and up to 1.5m | Each | 3.00 | 932.01 | 2,796.03 |
| 13 | Girth over 1.5m up to 3 m | Each | 2.00 | 1,857.33 | 3,714.66 |
| 14 | Girth over 3 m | Each | 1.00 | 3,113.11 | 3,113.11 |
| P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 15 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 13190.00 | 284.73 | 37,55,588.7 |
| Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. | — | — | — | — | |
| 16 | 0m to 10m | Metre | 80.00 | 1,486.64 | 1,18,931.2 |
| 17 | 10m to 20m | Metre | 80.00 | 1,612.54 | 1,29,003.2 |
| Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit. | — | — | — | — | |
| 18 | Plate size 30cm x 30cm | Each | 1.00 | 28,098.03 | 28,098.03 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 19 | All kinds of soils | cum | 23210.40 | 195.01 | 45,26,260.1 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 20 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 1130.00 | 2,785.7 | 31,47,841 |
| 21 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 845.00 | 2,876.34 | 24,30,507.3 |
| 22 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 15.00 | 2,888.36 | 43,325.4 |
| 23 | P r o v i d i n g and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 5083.41 | 2,919.98 | 1,48,43,455.53 |
| P r o v i d i n g and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 24 | Abutment & Pier | cum | 523.75 | 2,990.22 | 15,66,127.73 |
| 25 | Wing wall and Return wall | cum | 80.00 | 2,990.22 | 2,39,217.6 |
| 26 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 647.82 | 3,025.34 | 19,59,875.76 |
| 27 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 25.00 | 2,955.1 | 73,877.5 |
| 28 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 1369.18 | 2,917.5 | 39,94,582.65 |
| Boring, providing and installation of bored cast in- situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 29 | 1200mm diameter | Metre | 100.00 | 8,838.76 | 8,83,876 |
| 30 | Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | MT | 22.50 | 1,11,682.76 | 25,12,862.1 |
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. | — | — | — | — | |
| 31 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 1.00 | 86,365.95 | 86,365.95 |
| 32 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 35.00 | 5,021.67 | 1,75,758.45 |
| 33 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 1.00 | 43,182.97 | 43,182.97 |
| 34 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 8.00 | 3,028.05 | 24,224.4 |
| 35 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 17786.00 | 153.39 | 27,28,194.54 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 36 | All types of bridge sub- structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 21501.95 | 663.57 | 1,42,68,048.96 |
| 37 | All types of bridge super- structures, e.g. slabs, I- girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 790.89 | 859.11 | 6,79,461.51 |
| 38 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 90.65 | 105.98 | 9,607.09 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 39 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 802.00 | 8,953.04 | 71,80,338.08 |
| 40 | Pozzolana Portland Cement approved brands/makes | MT | 1767.79 | 7,847.94 | 1,38,73,509.85 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 41 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 573378.00 | 105.57 | 6,05,31,515.46 |
| P r o v i d i n g and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for cast in-situ Prestressed (Post- tensioned) concrete girder / Box girders/Slabs for different s p a n s including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per drawings, specifications and direction of the Engineer in- charge. Note: 1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 42 | With Soffit level up to 9m above Bed level | cum | 82.00 | 3,025.34 | 2,48,077.88 |
| 43 | Providing, fabricating & fixing in position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | MT | 2.50 | 1,93,726.49 | 4,84,316.23 |
| 44 | Design, manufacturing, supplying and fixing in position elastomeric bearing true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. | Cubic Centimetre | 155400.00 | 1.3 | 2,02,020 |
| Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in- charge. | — | — | — | — | |
| 45 | For 80mm expansion | Metre | 40.00 | 8,386.09 | 3,35,443.6 |
| Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. | — | — | — | — | |
| 46 | For Span design load up to 100 MT | Each | 1.00 | 78,344.95 | 78,344.95 |
| 47 | Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT | MT | 330.00 | 293.75 | 96,937.5 |
| 48 | Supplying and laying 160mm dia. PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. | Metre | 10000.00 | 535.84 | 53,58,400 |
| 49 | Deduction in rate of 031010, 031020 and 031030 for casting of slab in place of Girder for any height | cum | 37.00 | -35.12 | -1,299.44 |
| Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site c o n d i t i o n s (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and s p e c i fi c a t i o n s . Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% | — | — | — | — | |
| 50 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 61.00 | 1,30,208.1 | 79,42,694.1 |
| 51 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062 | MT | 61.00 | 4,371.98 | 2,66,690.78 |
| 52 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and s t e e l structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 1326.00 | 194.42 | 2,57,800.92 |
| Assembling and erection of fabricated Steel girders on bearings at site with crane/derrick / any other approved means at site on sub structure with labour, equipment, T&P including site bolting with all temporary arrangements, scaffolding etc. with contractors design and scheme for longitudinal launching/side slewing (not requiring traffic block) approved by Railway. Rate includes drifts, service bolts, Holding down bolts etc. as per drawings. Note: Payment for HSFG bolts used if any will be made separately under relevant item. | — | — | — | — | |
| 53 | Plate Girder/Semi Through Girder /Composite Girder more than 12.2 m span | MT | 61.00 | 15,705.7 | 9,58,047.7 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS- B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 54 | On new girder during fabrication | Sqm | 950.00 | 675.31 | 6,41,544.5 |
| 55 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum | 1640.00 | 1,799.4 | 29,51,016 |
| 56 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 215.00 | 1,936.3 | 4,16,304.5 |
| 57 | Providing weep holes by making suitable opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra. | Metre | 2886.80 | 469.96 | 13,56,680.53 |
| 58 | Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete. | Metre | 200.00 | 401.13 | 80,226 |
| Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). | — | — | — | — | |
| 59 | 1200mm dia. | Metre | 50.00 | 8,224.87 | 4,11,243.5 |
| 60 | Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in f o u n d a t i o n , behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | cum | 747.33 | 2,072.11 | 15,48,549.97 |
| 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. | — | — | — | — | |
| 61 | Up to 40 m long rail panel | RM | 2638.00 | 8.79 | 23,188.02 |
| 62 | More than 40 m long rail panel | RM | 19292.00 | 13.89 | 2,67,965.88 |
| 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. | — | — | — | — | |
| 63 | For Through Rail Renewal work | TRM | 6946.00 | 43.13 | 2,99,580.98 |
| 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. | — | — | — | — | |
| 64 | For Through Rail Renewal work | TRM | 11054.00 | 44.46 | 4,91,460.84 |
| 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. | — | — | — | — | |
| 65 | For location of work not involving deep screening | Each | 16.00 | 326.91 | 5,230.56 |
| 66 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 11564.00 | 191.37 | 22,13,002.68 |
| 67 | 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 | 13936.00 | 4.31 | 60,064.16 |
| Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 68 | On Cess | Each | 27.00 | 306.68 | 8,280.36 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 69 | Rail section of 52Kg and above | Each | 1074.00 | 94.69 | 1,01,697.06 |
| 70 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 8.00 | 8,248.61 | 65,988.88 |
| Assembling and Laying of I m p r o v e d Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ. | — | — | — | — | |
| 71 | Under Traffic Block Conditions | Set | 2.00 | 7,143.34 | 14,286.68 |
| Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as r e q u i r e d , shall be paid separately under relevant item. | — | — | — | — | |
| 72 | 1 in 12 Turnout (Under Traffic Block) | Set | 1.00 | 34,352.42 | 34,352.42 |
| 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 r e q u i r e d , shall be paid separately under relevant item. | — | — | — | — | |
| 73 | 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 a n d 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 w i t h 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. | — | — | — | — | |
| 74 | 1 in 12 Turnouts | Set | 3.00 | 54,264.56 | 1,62,793.68 |
| 75 | Derailing Switch | Set | 1.00 | 10,454.92 | 10,454.92 |
| 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. | — | — | — | — | |
| 76 | 1 in 12 Turnout | Set | 9.00 | 4,030.47 | 36,274.23 |
| Renewal of Switch Rails (Tongue rails, Stock rails and fittings) of all rail sections, under line block conditions ensuring proper housing & changing of stretcher bars and fittings as required. Work also includes drilling of hole, if any, and leading of rails laying anywhere in station yard to site of work. Released switch rails shall be stacked at indicated place in a countable m a n n e r 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: 1).One set means Two Tongue rails and Two Stock rails (2) One tongue & stock rail shall be considered as 1/2 set. (3) One tongue rail or one Stock rail shall be considered as 1/4 Set. | — | — | — | — | |
| 77 | 1 in 12 Switch Assembly | Set | 13.00 | 14,399.46 | 1,87,192.98 |
| 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. | — | — | — | — | |
| 78 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 6946.00 | 558.32 | 38,78,090.72 |
| 79 | 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 | 4710.00 | 25.26 | 1,18,974.6 |
| 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. | — | — | — | — | |
| 80 | Under Traffic Block Conditions: | cum | 3831.41 | 50.52 | 1,93,562.83 |
| Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. | — | — | — | — | |
| 81 | When distance of nearest quarry is more than 50 km and up to 100 km | cum | 6946.00 | 1,269.19 | 88,15,793.74 |
| 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. | — | — | — | — | |
| 82 | For 60 Kg - 90 UTS Rail | Each | 165.00 | 4,211.86 | 6,94,956.9 |
| 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. | — | — | — | — | |
| 83 | For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted w i t h Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 157.00 | 1,762.11 | 2,76,651.27 |
| 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 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. 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. | — | — | — | — | |
| 84 | For 60 Kg - 90 UTS Rail | Each | 154.00 | 3,164.26 | 4,87,296.04 |
| 85 | Dismantling of existing L W R / S W R track of any s t r u c t u r e , removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in- Charge. | TRM | 64.00 | 169.09 | 10,821.76 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, o n ballast bed spread and compacted with suitable roller, over prepared formation i n c l u d i n g leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | — | — | — | — | |
| 86 | For sleeper density of 1660 sleepers per km | TRM | 9646.00 | 276.71 | 26,69,144.66 |
| 87 | Assembling, laying and linking of Broad Gauge track over CC apron, RCC/CC Bed Blocks etc. to correct level & alignment, fixing of all fittings with rails / panels, aligning & leveling correctly, as directed by engineer in-charge. Rate is inclusive of cutting rails, drilling holes for fixing fish plates, lubrication of fittings & fastenings, fixing reference pillars, arrangement for keeping assembly in correct position while concreting, as required. | TRM | 64.00 | 199.49 | 12,767.36 |
| 88 | Construction of Sanded Dead End as per RDSO's Drawing no. RT-347 (with all amendments) with brick-work using country bricks or CC bricks in mud mortar and filling with river coarse sand, surrounding rails and filling around. Note: Cost of brick and sand is not included in the rate. | Each | 3.00 | 10,603.16 | 31,809.48 |
| 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. | — | — | — | — | |
| 89 | For PSC Sleeper | TRM | 6968.00 | 85.89 | 5,98,481.52 |
| 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. | — | — | — | — | |
| 90 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 22.00 | 120.24 | 2,645.28 |
| 91 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 4050.00 | 132.26 | 5,35,653 |
| 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. | — | — | — | — | |
| 92 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 22.00 | 92.49 | 2,034.78 |
| 93 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2600.00 | 101.74 | 2,64,524 |
| 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. | — | — | — | — | |
| 94 | 1 in 12 PSC layout | Set | 12.00 | 14,315.93 | 1,71,791.16 |
| 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. | — | — | — | — | |
| 95 | With Contractor's Hydraulic Rail tensor | TRM | 1800.00 | 42.79 | 77,022 |
| 96 | Without Rail tensor | TRM | 6968.00 | 38.9 | 2,71,055.2 |
| 97 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 14.02 | 1,745.84 | 24,476.68 |
| 98 | 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 | 157.00 | 39.01 | 6,124.57 |
| 99 | 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 | 22.00 | 15.55 | 342.1 |
| 100 | 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 | 22.00 | 37.65 | 828.3 |
| 101 | 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 | 22.00 | 28.58 | 628.76 |
| 102 | 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 | 2.20 | 2.65 | 5.83 |
| 103 | Extra to item nos. from 154030 and 154040 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track in cutting. | TRM | 2.20 | 5.53 | 12.17 |
| 104 | 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 | 22.00 | 19.8 | 435.6 |
| 105 | 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 | 44.00 | 35.51 | 1,562.44 |
| 106 | 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 | 17.60 | 31.75 | 558.8 |
| 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. | — | — | — | — | |
| 107 | For day time block working | TRM | 9668.00 | 18.29 | 1,76,827.72 |
| 108 | For night time block working | TRM | 13936.00 | 20.49 | 2,85,548.64 |
| 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 m o t o r a b l e 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. | — | — | — | — | |
| 109 | Level crossing with asphalted surface | Sqm | 2.20 | 368.7 | 811.14 |
| 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. | — | — | — | — | |
| 110 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 27.00 | 4,830.68 | 1,30,428.36 |
| 111 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 35.00 | 4,406.98 | 1,54,244.3 |
| 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) | — | — | — | — | |
| 112 | 60 Kg - 110/90 UTS - Outside Track | Each | 156.00 | 224.91 | 35,085.96 |
| 113 | 60 Kg - 110/90 UTS - On Running Line | Each | 397.00 | 287.72 | 1,14,224.84 |
| 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. | — | — | — | — | |
| 114 | Outside Track | Each | 663.00 | 53.08 | 35,192.04 |
| 115 | On Running Line | Each | 902.00 | 68.99 | 62,228.98 |
| 116 | Loading / unloading of concrete sleepers from cess to BFR / BRH wagons and vice- versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. | Each | 4635.00 | 25.09 | 1,16,292.15 |
| 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. | — | — | — | — | |
| 117 | For lead beyond 500 metre and up to 1 Km. | MT | 2.65 | 476.21 | 1,261.96 |
| 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. | — | — | — | — | |
| 118 | For lead up to 500m | MT | 377.43 | 415.64 | 1,56,875.01 |
| 119 | For lead beyond 500 metre and up to 1 Km | MT | 609.11 | 604.58 | 3,68,255.72 |
| 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. | — | — | — | — | |
| 120 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 324.66 | 169.35 | 54,981.17 |
| 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. | — | — | — | — | |
| 121 | During period of traffic block | MT | 839.10 | 28.41 | 23,838.83 |
| 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. | — | — | — | — | |
| 122 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 1389.27 | 100.32 | 1,39,371.57 |
| 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. | — | — | — | — | |
| 123 | For lead up to 500 metres | MT | 5809.29 | 287.71 | 16,71,390.83 |
| 124 | For lead beyond 500 metre and up to 1 Km | MT | 18.26 | 425.97 | 7,778.21 |
| 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. | — | — | — | — | |
| 125 | Lead beyond 10 Km and up to 20 km | MT | 37.40 | 259.68 | 9,712.03 |
| 126 | Lead beyond 20 Km and up to 30 km | MT | 9.34 | 326.48 | 3,049.32 |
| 127 | Lead beyond 30 Km and up to 50 km | MT | 139.14 | 418.81 | 58,273.22 |
| 128 | Lead beyond 50 Km and up to 100 Km | MT | 34.00 | 618.95 | 21,044.3 |
| 129 | Lead beyond 100 Km and up to 150 Km | MT | 188.34 | 919.67 | 1,73,210.65 |
| 130 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 26.12 | 92.4 | 2,413.49 |
| 131 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 92.59 | 154 | 14,258.86 |
| 132 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 95.75 | 215.6 | 20,643.7 |
| 133 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 69.63 | 246.4 | 17,156.83 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. N o t e : 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. | — | — | — | — | |
| 134 | Lead beyond 10 Km and up to 20 km | MT | 112.87 | 149.52 | 16,876.32 |
| 135 | Lead beyond 20 Km and up to 30 km | MT | 50.14 | 216.32 | 10,846.28 |
| 136 | Lead beyond 30 Km and up to 50 km | MT | 1382.25 | 308.65 | 4,26,631.46 |
| 137 | Lead beyond 50 Km and up to 100 Km | MT | 593.83 | 508.79 | 3,02,134.77 |
| 138 | Lead beyond 100 Km and up to 150 Km | MT | 192.58 | 809.51 | 1,55,895.44 |
| 139 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 33.79 | 92.4 | 3,122.2 |
| 140 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 118.45 | 154 | 18,241.3 |
| 141 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 62.87 | 215.6 | 13,554.77 |
| 142 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 40.34 | 246.4 | 9,939.78 |
| 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. | — | — | — | — | |
| 143 | From Truck / Trailer | MT | 1389.27 | 91.72 | 1,27,423.84 |
| 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. | — | — | — | — | |
| 144 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 75.26 | 372.67 | 28,047.14 |
| 145 | All type of PSC sleepers | MT | 767.42 | 406.38 | 3,11,864.14 |
| 146 | P.Way fittings of all types and other similar loose items | MT | 62.81 | 371.58 | 23,338.94 |
| Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non- peelable weather-proof 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. | — | — | — | — | |
| 147 | Single Strip / Double Strip Level Crossing Road Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 2.00 | 7,421.87 | 14,843.74 |
| Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non- peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 148 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 1.00 | 6,311.96 | 6,311.96 |
| 149 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 20.00 | 3,909.79 | 78,195.8 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 150 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 240.00 | 779.48 | 1,87,075.2 |
| 151 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 1.10 | 1,066.22 | 1,172.84 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 152 | Extra over item nos. 022011 to 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [RATE = 20%] | cum | 5225.40 | 39 | 2,03,790.6 |
| Schedule total | ₹37,67,82,686.91 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
CE16revised.pdf
ATTACHMENT
JVModified.pdf
ATTACHMENT
SpecificationofBallast.pdf
ATTACHMENT
AnnexureAEngg.Org..pdf
ATTACHMENT
AnnexureBPlantMachinery.pdf
ATTACHMENT
AnnexureCWorkinHand.pdf
ATTACHMENT
AnnexureE-EFTdetail.pdf
ATTACHMENT
AnnexureJNew.pdf
ATTACHMENT
Specialconditionofcontract137.pdf Special condition of contract
ATTACHMENT
Annexure H
ATTACHMENT
Annexure-WExperiance.pdf
ATTACHMENT
Annexure-YC.A.certificate.pdf
ATTACHMENT
ACS-11GCC-April-2022.pdf
ATTACHMENT
AnnexureLBGFORMAT.pdf
ATTACHMENT
Annexure-M.pdf
ATTACHMENT
Annexure-HBidsecurityformat_1.pdf
ATTACHMENT
Specialconditionofcontract137.pdf
ATTACHMENT
NewJVFormatnew.pdf
CORRIGENDUM
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .