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Tender Value
₹215.0 Cr
EMD Value
₹4.3 Cr
Closing Date
6 Aug 2026, 3:00 pmClosed
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DY CE C 2
61 conditions · 48 needing a document upload
FINANCIAL ELIGIBILITY CRITERIA [Ref: Para 10.2 of Annexure-I of IR GCC,April-2022, Part-I]
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. [ACS No. 1 of 14.07.2022]
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. Note: The Tenderer may please note that the previous financial year will be reckoned from the date of invitation of tender.
The tenderers shall submit requisite information as per Annexure-VIB of IR GCC-2022 (Part-I), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note: Bidders are requested to submit the details strictly as per the standard format for Financial Capacity uploaded herewith. ( Click here to download Format)
Financial Eligibility Criteria of the JV shall be adjudged based on satisfactory fulfilment of the following criteria: [Ref: Para 17.15.2 of Annexure-I of IR GCC, April-2022, Part-I
The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para 1.1 to 1.3 above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para 1.1 to 1.3 above.
The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement
Note: Contractual payment received by a 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 compliance of the above-mentioned financial eligibility criteria in the tender under consideration.
BID CAPACITY [Ref: Para 10.3 of Annexure-I of IR GCC, April-2022, Part-I]
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI of IR GCC-2022 (Part-1). The tenderer will be qualified only if its available bid capacity is equal to more than the total bid value of the present tender as worked out as per the available bid capacity formula given aforesaid Annexure-VI of IR GCC-2022. Note: Bidders are requested to submit the details strictly as per the standard format for Existing Contractual Commitments uploaded herewith. ( Click here to download Format)
In case of JV, the JV shall satisfy the requirement of "Bid Capacity" requirement mentioned under Clause 10.3 of IR GCC-2022. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. [Ref Clause 17.15.3 of IR GCC -2022 (Part-I).
The submitted details by the Tenderers should be duly verified by the charted accountant.
In case, the tenderer/s failed to submit the above statement as per Annexure -VI, along with offer, their/his offer shall be considered as incomplete and will be rejected summarily.
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.
Bid Capacity Criteria of the JV shall be adjudged based on satisfactory fulfilment of the following criteria: [Ref: Para 17.15.3 of Annexure-I of IR GCC, April-2022, Part-I]
The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para 2.1 to 2.5 above. The arithmetic sum of individual "Bid Capacity" of all the members shall be taken as JV's "Bid Capacity" to satisfy this requirement.
The tenderer must have successfully completed or substantially completed anyone 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:
Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or
Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or
One similar work costing not less than the amount equal to 60% of advertised value of the tender.
T h e "Similar Nature of Work" for this tender are defined as under: "Bridge work involving Construction of bridge with PSC superstructure with experience of composite/ OWG and pile foundation in same or any other work."
To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered.
The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor,2022 through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, 2022 or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.
However, if required in tender documents byway of Special Conditions, a formal agreement duly notarized, 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 sublated, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract,2022 with prior approval of Chief Engineer inwriting.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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.
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 to60 days of date of invitation of present tender. [Ref: Foot note 1 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case a work is started prior to 07 (seven)years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfillment of credentials. [Ref: Foot note 2 under Para 10of Annexure-I of IR GCC, April-2022, Part-I]
If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfillment of credentials. [Ref: Foot note 3under Para 10 of Annexure-I of IR GCC,April-2022, Part-I]
In case of completed work, the value of final bill (gross amount) including the PVC amount(if paid) shall be considered as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. [Ref: Foot note 4 under Para 10 of Annexure-I of IR GCC, April-2022,Part-I]
If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form(Second Sheet), the same shall be considered for the purpose of fulfillment of credentials. [Ref: Foot note 5 under Para 10of Annexure-I of IR GCC, April-2022, Part- I]
In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility.[Ref: Foot note 6 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution / split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s),dissolution deed(s) and proof of surrender of PAN No.(s)in case of dissolution of partnership firm(s)etc. [Ref: Foot note 7 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of existing partnership firm, if anyone or more partners quit the partnership firm , the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on the date of quitting the partnership Firm (e.g. in a partnership firm of partners A, B & C having share 30%,30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s)in case of dissolution of partnership firm(s)etc. [Ref: Foot note 8 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firms hall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc.[ Ref: Foot note 9 under Para 10 of Annexure-I of IR GCC, April-2022, Part- I]
Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. [Ref: Foot note 10 under Para 10 of Annexure-I of IRGCC, April-2022, Part-I]
In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will be passed on to the successor. [Ref: Foot note 11 under Para 10of Annexure-I of IR GCC, April-2022, Part-I]
If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in their value. Further, incase a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. [Ref: Foot note 12 under Para10 of Annexure-I of IR GCC, April-2022, Part-I]
In a partnership firm "AB" of A&B partners, incase A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not be added in partnership firm AB.[Ref: Foot note 13 under Para 10 of Annexure-I of IR GCC, April-2022, Part-I]
In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. [Ref: Foot note14 under Para 10 of Annexure-I of IR GCC,April-2022, Part-I]
In case company A is merged with company B, then company B would get the credentials of company A also. [Ref: Foot note 15 under Para 10 of Annexure-I of IR GCC, April-2022,Part-I]
Technical Eligibility Criteria of the JV shall be adjudged based on satisfactory fulfilment of the following criteria: [Ref: Para 17.15.1 of Annexure-I of IR GCC, April-2022, Part-I]
For Works without composite components.
The technical eligibility for the work as per para 1 to 24 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work as per para 1 to 24, shall have technical capacity of minimum 10 % of the cost of work i.e., each 24.1.1 nonlead member of JV member must have satisfactorily completed or substantially completed during the last 07(seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10 %of advertised value of the tender.[ACS No.1 of 14.07.2022]
For works with composite components.
The technical eligibility for major component of work as per para 1 to 24 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV' and technical eligibility for other component(s) of work as per para 1 to 24 above, shall be satisfied by either the 'JV in its own name & style' or 'any member of the JV'. Each other(non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work as per para 1 to 24above, shall have technical 24.2.1 capacity of minimum 10 % of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (non-lead) member of must have satisfactorily completed or substantially completed during the last 07(seven) years, ending last day of month previous to the one in which tender is invited , one similar single work for a minimum of 10 % of cost of any component of work mentioned in technical eligibility criteria.
Note for Para above.
The Major component of the work for this purpose shall be the component of work having highest value. In cases where value of two or 24.3.1 more component of work is same, anyone work can be classified as Major component of work.
Value of a completed work done by a 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 technical eligibility criteria in the tender under consideration.
119 conditions · 58 needing a document upload
Whether the tenderers have carefully read the tender notice and tender document and ensured theirunderstanding of the requirements?
Whether the tenderer has verified that he/she meets the eligibility criteria specified in the tender notice aswell as in the tender document?
Whether the tenderer has submitted Bid Security/Earnest Money Deposit of requisite values and validity as specified in NIT and in the method and manner as stipulated under Clause 5 of IR GCC 2022(Part-I), with correction slips updated up to date of closing of tender?
Whether the tenderer has verified that the Bid Security, if submitted, as Bank Guarantee Bond is from a scheduled commercial bank of India and the same is as per Annexure- VIA of IR GCC-2022 (Part-I) and is valid for a period of 90 days beyond the bid validity period, as specified in the tender notice?
Whether the scanned copy of the Bank Guarantee hasbeen uploaded on e-Procurement Portal (IREPS) while applying to the tender?
Whether the tenderer is clearly aware of the tender condition that the original Bank Guarantee should be delivered in person to the official nominated in the method and manner as mentioned in the tender document, before closing date for submission of bids ?The nominated official for above purpose is Smt.Anjana Ganeshar, COS/Works/Con/Vadodara in the office of Dy. CE/Con/II/Vadodara.
Whether the tenderer is clearly aware of the tendercondition that 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?
Whether the tenderer is clearly aware of and undertakes to ensure that 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?
Whether the tenderer is clearly aware of and ensures to comply that the Bank Guarantee is 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?
Whether the tenderer is clearly aware of and undertakes to ensure that the aforesaid envelope is addressed to the officer and address as mentioned in the tender document?
Whether the tenderer is clearly aware of tender condition that 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?
Whether the tenderer has ensured that he/she has submitted a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V ofIR GCC-2022 (Part-I)?
Whether the tenderer is clearly aware of the tender condition that non submission of Annexure-V by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self-attested/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document?
Whether the tenderer has ensured that scanned pdf copy duly signed of work completion certificates in support of fulfillment of Technical Eligibility Criteria and Similar Nature of Work, as specified in the tender notice and tender document have been correctly and comprehensively uploaded with the tender?
Whether the tenderer is aware of the tender conditionas contained under Note for Item 10.1 of IR GCC-2022(Part-I), which states as under: "Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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 atleast 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 receivedand copy of final/last bill paid by company in supportof above work experience certificate."
Whether the tenderer has submitted the requisite information as per Annexure-VIB, as contained in IRGCC-2022 (Part-I) along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet in support of Financial Eligibility Criteria, as specified in the tender notice and tender document?
Whether the Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past have been uploaded?
Whether the list of personnel/organization on hand and proposed to be engaged for the tendered work has been uploaded with the tender? Similarly, whether list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work has been uploaded with the tender?
Whether the tenderer is clearly aware of and understood the tender condition that in case of any information submitted by tenderer is found to be false,forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Bid Security besides banning of business for a period of up to two years?
Whether the tenderer is clearly aware of and understood in case of any information submitted by tenderer is found to be false, forged or incorrect after the award of contract, the contract shall be terminated? Bid Security, Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto two years.
Whether the tenderer is clearly aware of and understood that non-compliance with any of the conditions set forth there in above is liable to result inthe tender being rejected?
Whether the tenderer has submitted document with the tender clearly specifying whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) /Registered Society / Registered Trust / HinduUndivided Family (HUF) / Limited Liability Partnership(LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN Card along with their tender. Tender Documentsin such cases are to be signed by such persons as maybe legally competent to sign them on behalf of thefirm, company, association, trust or society, as the case may be?
Whether the tenderer has ensured that requisite documents as specified under Clause 14 (ii) of IRGCC-2022 (Part-I) have been uploaded with thetender in the prescribed method and manner?
Whether the tenderer has ensured that in case the tenderer whether sole proprietor / a company or a partnership firm / registered society / registered trust/ HUF / LLP etc. if they want to act through agent or individual partner(s), has submitted along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate infavor of the specific person whether he/they bepartner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contractup to the stage of signing the agreement except incase where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding /Article of Association /Board resolution, failing whichtender shall be summarily rejected?
Whether the tenderer is aware of and understood the tender condition that a separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in Favour of the specific person whetherhe/they be partner(s) of the firm or any other person,shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required?
Whether the tenderer is aware of and understood the tender condition as specified under Clause 16 of IRGCC-2022 (Part-I) in respect of 'Employment/Partnership etc. of Retired Railway Employee' and followed the same in case of it's applicability?
Whether the tenderer in case of being a Partnership Firm has carefully read, understood and followed the tender conditions as specified under Clause 18 of IRGCC-2022 (Part-I)?
Whether the tenderer has clearly specified whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. Whether the tenderer has enclosed the attested copies of the constitution of their concern and copy of PAN Card along with their tender. Whether the Tender Documents in such cases have been signed by such persons as may be legally competent to sign them on behalf of the firm,company, association, trust or society, as the casemay be.
Whether the tenderer has checked with due diligence and care and ensured that all the relevant documents as mentioned under Chapter 3 of Section-2 of Tender Document (Vol-I) have been submitted properly and correctly along with the tender?
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.
Construction of 2-Lane Road Over Bridge (ROB) in lieu of Level Crossing No. 33 (Km 30/1-3) (Railway and approach portion) on the Anand-Godhra section; 2-Lane Road Over Bridge (ROB) in lieu of Level Crossing No. 44 (Km 39/15-40/1) (Railway and approach portion) on the Anand-Godhra section; and 4-Lane Road Over Bridge (ROB) in lieu of Level Crossing No. 220 (Km 377/9-378/0) (Railway and approach portion) on the Surat-Vadodara section, including foundation, substructure, superstructure, composite/PSC/RCC girder works, viaduct, return walls, earthwork, road works and all other ancillary civil works under the jurisdiction of CE/C-II/CCG, Vadodara Division, Western Railway.
DYCE-C-II-ROB-3-Nos
DYCE-C-II-ROB-3-Nos
Open
Works - General
18 Months
Vadodara, Gujarat
₹0
₹4.3 Cr
6 Aug 2026
16 Jul 2026
23 Jul 2026
135 items across 6 schedules · ₹2,95,27,74,916.51 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS- 0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ1 | cum 12104.00 | — | 504.44 | 61,05,741.76 |
| 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 o r d e r e d . 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. | — | — | — | — | |
| 2 | Girth over 30 cm and up to 60 cm | Each 107.00 | — | 376.63 | 40,299.41 |
| 3 | Girth over 60 cm and up to 1.5m | Each 36.00 | — | 1,042.52 | 37,530.72 |
| 4 | Girth over 1.5m up to 3 m | Each 23.00 | — | 2,078.35 | 47,802.05 |
| 5 | Girth over 3 m | Each 15.00 | — | 3,484.12 | 52,261.8 |
| 6 | Supplying & laying of drainage composite for use behind abutments, wing walls, return walls and Retaining walls Geocomposite drain (Vertical) as per RDSO Specification No. RDSO/2018/GE:IRS-0006 latest version with all material, labour, equipment, tools and plants, lead, lift etc. complete in all respects as per the direction of Engineer-in- Charge. | Sqm 453.60 | — | 422.04 | 1,91,437.34 |
| Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and 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 River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. | — | — | — | — | |
| 7 | 10m to 20m | Metre 3090.00 | — | 3,252.79 | 1,00,51,121.1 |
| 8 | Extra for 150mm dia. bore in hard Rock/large Boulder at all levels | Metre 3090.00 | — | 3,612.43 | 1,11,62,408.7 |
| 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. | — | — | — | — | |
| 9 | All kinds of soils | cum 78379.00 | — | 213.47 | 1,67,31,565.13 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix f o r 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 : | — | — | — | — | |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum 2798.00 | — | 3,979.69 | 1,11,35,172.62 |
| 11 | Providing 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 p l a n t s ) 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 10249.00 | — | 4,115.74 | 4,21,82,219.26 |
| Providing 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. | — | — | — | — | |
| 12 | Abutment & Pier | cum 5052.50 | — | 4,242.71 | 2,14,36,292.28 |
| 13 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum 12476.00 | — | 4,306.2 | 5,37,24,151.2 |
| 14 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum 249.00 | — | 4,179.23 | 10,40,628.27 |
| 15 | 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 1072.00 | — | 4,085.62 | 43,79,784.64 |
| 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. N o t e : 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. | — | — | — | — | |
| 16 | 1200mm diameter | Metre 18969.00 | — | 13,176.35 | 24,99,42,183.15 |
| Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. | — | — | — | — | |
| 17 | 1200mm diameter pile | Metre 1084.00 | — | 5,171.35 | 56,05,743.4 |
| 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. | — | — | — | — | |
| 18 | Initial load test above 100 ton and up to 250 T capacity pile | Each 12.00 | — | 99,870.93 | 11,98,451.16 |
| 19 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each 301.00 | — | 5,559.25 | 16,73,334.25 |
| 20 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each 15.00 | — | 49,935.46 | 7,49,031.9 |
| 21 | 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 791.00 | — | 3,389.44 | 26,81,047.04 |
| 22 | Providing and casting 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, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 6089.00 | — | 4,527.31 | 2,75,66,790.59 |
| 23 | 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 10825.00 | — | 162.33 | 17,57,222.25 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 24 | 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 56941.00 | — | 746.3 | 4,24,95,068.3 |
| 25 | All types of bridge super- structures, e.g. slabs, I-girders, T- girders, Box girders etc. up to 5m above ground level. | Sqm 88656.07 | — | 969.34 | 8,59,37,874.89 |
| 26 | 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 1471.07 | — | 119.03 | 1,75,101.46 |
| Providing 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 p l a n t s ) 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 spans 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. | — | — | — | — | |
| 27 | With Soffit level up to 9m above Bed level | cum 17565.83 | — | 4,306.2 | 7,56,41,977.15 |
| 28 | Providing and launching 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 Precast Prestressed (Post- tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, 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. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 3906.00 | — | 4,115.74 | 1,60,76,080.44 |
| 29 | Making suitable designed staging for cast in-situ PSC girders/slabs up to 10.5m height from bed level up to soffit of girder/slab with all contractors materials, machinery, tools and plants, transportation complete in all respects required for casting and removal of the same after completing the work and restoring the site to original. Note: The payment for staging shall be made on the cubical quantity of concrete of main Girders/slabs. | cum 15256.00 | — | 3,200.83 | 4,88,31,862.48 |
| 30 | Design, manufacturing, supplying and fixing in position elastomeric b e a r i n g 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 15186708.00 Centimetre | — | 0.73 | 1,10,86,296.84 |
| 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. | — | — | — | — | |
| 31 | For 40mm expansion | Metre 2772.00 | — | 7,334.57 | 2,03,31,428.04 |
| 32 | For 80mm expansion | Metre 107.00 | — | 7,528.29 | 8,05,527.03 |
| 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. | — | — | — | — | |
| 33 | For Span design load up to 100 MT | Each 6.00 | — | 90,397.76 | 5,42,386.56 |
| 34 | Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT | MT 2295.00 | — | 328.84 | 7,54,687.8 |
| Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 35 | 100mm dia. Drainage Spouts | Metre 519.00 | — | 1,453.38 | 7,54,304.22 |
| 36 | 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 3472.00 | — | 603.41 | 20,95,039.52 |
| 37 | Deduction in rate of 031010, 031020 and 031030 for casting of slab in place of Girder for any height | cum 9704.00 | — | -63.49 | -6,16,106.96 |
| 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. | — | — | — | — | |
| 38 | On new girder during fabrication | Sqm 21300.00 | — | 734.3 | 1,56,40,590 |
| Design, supply, fitting and fixing in position true to line and level POT- PTFE bearing of 300MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code and as per approved drawing a n d Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises. | — | — | — | — | |
| 39 | POT-cum -PTFE Bearing (Free end) | Each 3.00 | — | 73,042.26 | 2,19,126.78 |
| 40 | POT Bearing-Fixed Type | Each 9.00 | — | 78,228.1 | 7,04,052.9 |
| 41 | POT-cum -PTFE Guided (L)Bearing | Each 3.00 | — | 78,159.87 | 2,34,479.61 |
| 42 | POT-cum -PTFE Guided (T)Bearing | Each 9.00 | — | 81,571.61 | 7,34,144.49 |
| Launching in position, by any approved method, pre-fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect. | — | — | — | — | |
| 43 | PSC girders / slabs | MT 9442.00 | — | 1,975.75 | 1,86,55,031.5 |
| 44 | Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. | cum 7.00 | — | 3,095.92 | 21,671.44 |
| 45 | 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 426.00 | — | 516.59 | 2,20,067.34 |
| 46 | 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 9267.00 | — | 401.92 | 37,24,592.64 |
| 47 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum 4295.00 | — | 4,229.27 | 1,81,64,714.65 |
| 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). | — | — | — | — | |
| 48 | 1200mm dia. | Metre 163.75 | — | 10,971.05 | 17,96,509.44 |
| 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. | — | — | — | — | |
| 49 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each 6.00 | — | 6,908.11 | 41,448.66 |
| 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. | — | — | — | — | |
| 50 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 1200.00 | — | 846.09 | 10,15,308 |
| 51 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour 300.00 | — | 2,118.4 | 6,35,520 |
| 52 | Tractor with Trolley for local transportation or other misc. works. | Hour 1200.00 | — | 599.84 | 7,19,808 |
| Schedule total | ₹83,69,30,813.24 | ||||
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