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Tender Value
₹11.2 Cr
EMD Value
₹7.1 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DEN/1/KIR
26 conditions · 4 needing a document upload
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-XIVA, of STD/June/22 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
Standard Financial Criteria for JV:-
The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para 22.2 of tender documents. The "financial capacity" of the lead partner of JV shall not be less than 51% of the financial eligibility criteria mentioned at para 22.2 of tender documents . The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's 1.1.1 "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.
Technical Eligibility Criteria as under (Document in support of Technical Eligibility Criteria should be submitted/uploaded as per Anneuxre-V of tender document) :
(a)The tenderer must have successfully completed or substantially completed any of the following 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 each 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 of the following 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 each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
Note for para 1.2 above: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
(b) (ii) In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity.
Note for Standard Technical Criteria: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work 1.4.1 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.
(b)(iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing
Technical Eligibility Criteria for JV as under (a or b mentioned hereunder):
(a)For Works without composite components- The technical eligibility for the work as per para 22.1, 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 22.1, shall have technical capacity of minimum 10% of 1.6.1 the cost of work i.e., each non-lead 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
(b)For works with composite components- The technical eligibility for major component of work as per para 22.1, 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 22.1 of GCC/22, 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 1.6.2 para 22.1 above, shall have technical 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 Clause 1.6 above: a)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 more component of work is same, any one work can be classified as Major component of work. b)Value of a completed 1.6.3 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.
Defination of Similar Work :- Any Minor/Major Bridge work involving concrete work.
53 conditions · 16 needing a document upload
" No post tender correspondence will be done with the participant tenderer(s) for deficient credentials noted during scrutiny of tender/offer nor any credential will be accepted after opening of the tender and the offer shall be decided on the basis of submitted/Credentials downloaded with offer only"
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), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shallbe summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, 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. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the power of Attorney is being issued. However, the power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate
If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender.
After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society/HUF etc. shall be neither asked nor considered, if submitted.Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted
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.
Tender form (First Sheet) as per 'Annexure-I'
Firm details as per 'Annexure-II'
Self attested copy of Permanent Account Number (PAN) issued by Income Tax Department.
For JV firm submit details as per given below:-
Memorandum of Understanding of JV as per proforma given in 'Annexure- XIV' and performa of details of Annual Turnover of each JV partners given in Annexure -XIVA
Letter of consent as per proforma given in 'Annexure-XV' to be submitted by a partnership firm participating as a Member of JV firm (wherever applicable).
Notary Certified copy of resolution passed by Board of Directors of the Company, permitting the company to enter into a JV agreement, authorizing MD or one of the Directors of Mangers of the Company to sign JV Agreement, such other documents required to be signed on behalf of the Company and enter into liability against the company and/or do any other act on behalf of the company to be submitted as per 'Annexure-XVI'.
Special Power of Attorney as per proforma given in 'Annexure- XVII' to be submitted by Limited Companies or Sole Proprietor participating as member of JV firm (wherever applicable).
The tenderer shall submit all the documents as mentioned in Clause No. 24.0 of the tender documents (Clause 17 of GCC/2022).
Documents to be submitted by tenderer as per status of their firms. These documents are listed below-
For Sole Proprietorship firm:- (i) Affidavit as per 'Annexure -X'. (ii)Special power of Attorney as per proforma given in 'Annexure-XI' to be submitted by sole proprietor firm duly notarized.(Not required if tender documents are submitted by proprietor himself) (iii) An undertaking that he is not blacklisted or debarred by Railways or any other Ministry/Department of Govt. of India from Participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was/is a partner/member concealment/wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Condition s of Contract. (iv) All documents in terms of explanatory notes in clause 22 of STD/June/22.
For Partnership firm- (i)A notarized copy of partnership deed. (ii)A notarized or registered copy of special Power of Attorney (duly registered as per prevailing law) in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm as per proforma given in Annxure-XII (Not required if one or more partners are authorized in Parternership deed to sign on behalf of the firm.) (iii)An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India / any State Govt. from participation in tenders / contracts as on the date of opening of bids, either in their individual capacity or in any firm in which they were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iv)The tenderer shall submit documents as mentioned in clause 23.10 of the Tender Form (Second Sheet) of STD/June/22
HUF:- (i)A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii) An undertaking that the HUF is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which HUF was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (iii) All other documents in terms of explanatory notes in clause 22 of STD/June/22.
Company registered under Companies Act-2013: The tenderer shall submit :- (i) the copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company, as per proforma given in Annexure-XIII' (iii) A copy of Certificate of incorporation (iv) An under taking the Company is not blacklisted or debarred by Railway or any other Ministry/Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which the Company was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. (v) All other documents in terms of explanatory notes in clause 22 of STD/June/22.
LLP (Limited Liability Partnership) Firm: If the tender is submitted on behalf of a LLP registered under LLP Act-2008, the tenderer shall submit alongwith the tender- (i) a copy of LLP Agreement, (ii) a copy of Certificate of Incorporation; and (iii) a copy of Power of Attorney/Authorisation issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract.(v) All other documents in terms of explanatory notes in clause 22 of STD/June/22.
Registered Society & Registered Trust: The tenderer shall submit:- (i) a copy of the Certificate of Registration, (ii) A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) A copy of Rules & Regulations of the Society. (v) All other documents in terms of explanatory notes in clause 22 of STD/June/22.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted a longwith bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-III. In addition to Annexure- III, in case of other than Company/Proprietary firm, Annexure-III (A) shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be. Non submission of above Certificate(s) 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.
BID Security (Bank Guarantee Bond from)-Annexure-XXII, 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 bids).
Provision of RUB/LHS in Lieu of Level Crossing No. NC-88 at KM 179/3-4 and NC-86 at KM 176/7-8 in between KDPR-EKI under the jurisdiction of SSE/WORKS/OMLF.
01-KIR-Engg-67-2025~NFR
01-KIR-Engg-67-2025
Open
Works - General
12 Months
Katihar, Bihar
₹0
₹7.1 L
26 Dec 2025
3 Dec 2025
12 Dec 2025
115 items across 4 schedules · ₹4,23,33,205.69 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 0.80 | — | 1,66,710.15 | 1,33,368.12 |
| 2 | Using Soil Class SQ1 | cum 6784.00 | — | 391.59 | 26,56,546.56 |
| 3 | Manufacturing and supply of blanketing material by wet mixing of different types of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 w i t h latest correction slips including all incidental transportation and stacking at site in Stacks. Note: Measurement shall be done in as per Stack measurement. | cum 255.00 | — | 863.97 | 2,20,312.35 |
| 4 | Turfing with sods, 10cm thick and 20cm square closely laid. | 100 Sqm 980.00 | — | 10,143.04 | 99,401.79 |
| 5 | 0m to 10m | Metre 80.00 | — | 1,793.75 | 1,43,500 |
| 6 | 10m to 20m | Metre 80.00 | — | 1,839.1 | 1,47,128 |
| 7 | 20m to 30m | Metre 80.00 | — | 1,998.4 | 1,59,872 |
| 8 | 30m to 40m | Metre 40.00 | — | 2,032.42 | 81,296.8 |
| 9 | Conducting in situ Vane shear test for soil as per IS:4434 | Each 8.00 | — | 2,556.83 | 20,454.64 |
| 10 | Conducting SCPT for soil as per IS:4968 | Each 4.00 | — | 19,354.74 | 77,418.96 |
| 11 | Conducting DCPT for soil as per IS:4968 | Each 4.00 | — | 16,341.54 | 65,366.16 |
| 12 | Conducting determination of California Bearing Ratio as per IS:2720 | Each 8.00 | — | 1,683.75 | 13,470 |
| 13 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each 100.00 | — | 768.18 | 76,818 |
| 14 | Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720. | Each 100.00 | — | 901.97 | 90,197 |
| 15 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each 20.00 | — | 412.15 | 8,243 |
| 16 | Moisture Content/Dry Density | Each 10.00 | — | 1,057.88 | 10,578.8 |
| 17 | Atterberg Limits | Each 10.00 | — | 1,157.09 | 11,570.9 |
| 18 | Specific Gravity | Each 10.00 | — | 688.81 | 6,888.1 |
| 19 | Grain size analysis including Hydrometer analysis | Each 4.00 | — | 1,742.72 | 6,970.88 |
| 20 | Direct Shear Test | Each 4.00 | — | 2,506.37 | 10,025.48 |
| 21 | Natural Density | Each 10.00 | — | 2,041.49 | 20,414.9 |
| 22 | Consolidation Test | Each 4.00 | — | 2,607.84 | 10,431.36 |
| 23 | Unconfined Compression Test | Each 4.00 | — | 2,855.03 | 11,420.12 |
| 24 | Tri-axial Test | Each 4.00 | — | 2,735.4 | 10,941.6 |
| 25 | Conducting chemical analysis of ground water samples to determine suitability for concreting a n d aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each 4.00 | — | 8,645.57 | 34,582.28 |
| 26 | C o n d u c t i n g chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value | Each 2.00 | — | 7,307.63 | 14,615.26 |
| 27 | All kinds of soils | cum 2008.00 | — | 204.99 | 4,11,619.92 |
| 28 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) | cum 72.85 | — | 3,992.36 | 2,90,843.43 |
| 29 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum 20.00 | — | 4,138.58 | 82,771.6 |
| 30 | 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 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. 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 52.00 | — | 4,088.96 | 2,12,625.92 |
| 31 | 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. 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 204.00 | — | 4,497.86 | 9,17,563.44 |
| 32 | 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 1240.00 | — | 718.9 | 8,91,436 |
| 33 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm 210.00 | — | 920.38 | 1,93,279.8 |
| 34 | Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. | cum 102.76 | — | 2,436.68 | 2,50,393.24 |
| 35 | Ordinary Portland Cement 53 grade of approved brands/makes | MT 365.80 | — | 9,099.97 | 33,28,769.03 |
| 36 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg 76114.00 | — | 113.67 | 86,51,878.38 |
| 37 | For 40mm expansion | Metre 100.00 | — | 6,091.46 | 6,09,146 |
| 38 | Casting and installation of single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum 604.46 | — | 6,455.2 | 39,01,910.19 |
| 39 | Extra for using GI Drag Sheet, 1.50 mm t h i c k , for protection of t r a c k from subsidence while pushing the box as per design over item no. 031120. Note: The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum 604.46 | — | 1,285.01 | 7,76,737.14 |
| 40 | Above 100 km up to 150 km | MT 560.00 | — | 763.77 | 4,27,711.2 |
| 41 | 100 MT capacity | Day 20.00 | — | 73,669.71 | 14,73,394.2 |
| 42 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum 544.80 | — | 1,770.51 | 9,64,573.85 |
| 43 | 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 335.00 | — | 2,579.28 | 8,64,058.8 |
| 44 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum 72.00 | — | 3,316.74 | 2,38,805.28 |
| 45 | 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 70.00 | — | 2,222.69 | 1,55,588.3 |
| 46 | Epoxy Grout | Kg 200.00 | — | 1,750.79 | 3,50,158 |
| 47 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. | Sqm 60.00 | — | 3,660.11 | 2,19,606.6 |
| 48 | 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 180.00 | — | 445.98 | 80,276.4 |
| 49 | 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 40.00 | — | 2,807.07 | 1,12,282.8 |
| 50 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum 544.80 | — | 432.14 | 2,35,429.87 |
| 51 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour 2700.00 | — | 58.42 | 1,57,734 |
| 52 | For Casual/Scattered Rail Renewal work | RM 320.00 | — | 39.91 | 12,771.2 |
| 53 | Fish plates with 4 fish bolts. | Joint 32.00 | — | 234.79 | 7,513.28 |
| 54 | In-situ situation | Each 40.00 | — | 446.19 | 17,847.6 |
| 55 | Hole of dia. 26.5mm and above | Each 160.00 | — | 341.85 | 54,696 |
| 56 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in- charge. | TRM 320.00 | — | 201.22 | 64,390.4 |
| 57 | 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 640.00 | — | 29.56 | 18,918.4 |
| 58 | When distance of nearest quarry is more than 150 km and up to 200 km | cum 100.00 | — | 3,301 | 3,30,100 |
| 59 | For 60 Kg/60EI - R260 grade Rail | Each 32.00 | — | 6,729.96 | 2,15,358.72 |
| 60 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder 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. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. 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. | Each 32.00 | — | 1,851.75 | 59,256 |
| 61 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum 200.00 | — | 44.5 | 8,900 |
| 62 | For sleeper density of 1540 sleepers per km | TRM 240.00 | — | 309.55 | 74,292 |
| 63 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM 480.00 | — | 140.71 | 67,540.8 |
| 64 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM 480.00 | — | 108.24 | 51,955.2 |
| 65 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM 480.00 | — | 200.06 | 96,028.8 |
| 66 | For rail panel above 13 metre & up to 40 metre length | TRM 480.00 | — | 44.64 | 21,427.2 |
| 67 | With Railway's Hydraulic Rail tensor | TRM 480.00 | — | 51.85 | 24,888 |
| 68 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each 8.00 | — | 1,35,675.34 | 10,85,402.72 |
| 69 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each 8.00 | — | 1,50,652.28 | 12,05,218.24 |
| 70 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 100.00 | — | 827.84 | 82,784 |
| 71 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour 80.00 | — | 1,536.98 | 1,22,958.4 |
| 72 | Tractor with Trolley for local transportation or other misc. works. | Hour 100.00 | — | 365.64 | 36,564 |
| Schedule total | ₹3,35,99,237.41 | ||||
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