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Tender Value
₹18.2 Cr
EMD Value
₹36.3 L
Closing Date
9 Jul 2026, 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)
WORK 3
14 conditions · 3 needing a document upload
As a proof of sufficient financial capacity:- 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-D, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed as defined in 1.1 during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works 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. (Credential from private individuals for whom such works are executed/being executed should not be accepted).{Authentic copy of the documents should be uploaded by the tenderer(s) along with their offer to fulfill the eligibility criteria otherwise their offers will not be considered and summarily rejected}.
Any bridge work with deep foundation i.e., Pile or well foundation including ROB/RUB and with cast in situ/PSC super structure or Complete Construction of Major Bridge.
51 conditions · 7 needing a document upload
(A) The stamp duty payable in Bank Guarantee for Bid Security and Performance guarantee differs from state/Union of Territory to state/Union of Territory as per the provisions of stamp Duty Act applicable in that particular state/Union of Territory on the date of execution of Bank Guarantee. The value of Non-Judicial Stamp paper for execution of the BG to be submitted shall be higher of the following two values:- (a) Stamp value as applicable in state/Union Territory from where Stamp paper is purchased. (b) Stamp value as applicable in the state of Uttar Pradesh. Stamp Duty applicable in the state of Uttar Pradesh for submission of Bank Guarantee for Bid Security and Performance Guarantee is Rs. Five per thousand or part thereof, subjected to maximum value of Rs. Ten Thousand (Rs. 10,000/-). (B) Bid offer of tenderer who submits Bank Guarantee in lieu of Bid security in violation of Para (A) above will be summarily rejected.
Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past.
As per GCC-2022 ACS-11 dated-13.03.2026:- For tenders having advertised value more than Rs 10 crore wherein eligibility criteria include Bid Capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Certificates and testimonials regarding contracting experience for the type of job for which tender is invited with list of works carried out in the past giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
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.
POA :- Regarding Power of Attorney, the conditions as per General Manager/Law/Gorakhpur's letter No. C/78/LO/Misc/HO/2024 dated 05.08.2024 attached herewith shall be applicable.
As per GCC-2022 ACS-11 dated-13.03.2026- New Para 16(4) (h) of Part-II of GCC'22- (h)- If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by the bidder as below: (1)- If bid quoted in % of advertised cost is below 0 to 5 % (inclusive) than additional Performance guarantee will be "Nil". (2)-If bid quoted in % of advertised cost is below 5% then an additional Performance guarantee of 5% will be submitted by the tenderer.
As per Railway board letter No. 2022/CE-III/Bridge Policy (E- 3406846) dated 29.12.2025 and NER/HQ letter No.-W/29/0/A/Pt IX/W5 Dated-18.02.2026, The maintenance period will be 04 years for following categories of work: a) Construction of ROB/RUB/LHS. b) Construction of new Rail Bridges/ROR. c) Re- building of existing bridges.
The earnest money deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including earnest money.
For enactment of this Act, the tenderer shall be required to pay cess 1 of cost of construction work to be deducted from each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item Railway Boards No. 2008/ CE-1 CT/6 Dt. 09-07-2008
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Sales tax/Business tax will be recovered as per extant instruction on the subject.
The successful tenderer will have to submit full security deposit as per GCC-2022 before execution of the agreement.
a) The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Earnest Money Deposit and other dues payable against that contract. In case a tenderer has not submitted Earnest Money Deposit on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
b) The successful bidder shall submit the Performance Guarantee PG in any of the following forms, amounting to 5 percent of the contract value: i A deposit of Cash ii Irrevocable Bank Guarantee iii Government Securities including State Loan Bonds at 5 percent below the market value i v Deposit Receipts, Pay Orders, Demand Drafts and Guarantee Bonds. These forms of Performance Guarantee could be either of the State Bank of India or of any of the Nationalized Banks v Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled Banks v i A Deposit in the Post Office Saving Bank vii A Deposit in the National Savings Certificates viii Twelve years National Defence Certificates ix Ten years Defence Deposits x National Defence Bonds and xi Unit Trust Certificates at 5 percent below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO/N. E. Railway free from any encumbrance may be accepted.
(1)Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs.2 Crores. Provided further that, in a contract where PVC is applicable, following shall be outside the purview of price adjustments (i.e. shall be excluded from the gross value of the work for the purpose of price variation) : (a) Materials supplied by Railway to the Contractors, either free or at fixed rate; (b) Any extra item(s) included in subsequent variation falling outside the purview of the Bill(s) of Quantities of tender, under clause 39. (1)(b) of these Standard General Conditions, unless applicability of PVC and 'Base Month' has been specially agreed, while fixing the rates of such extra item(s).(2) Price Variation Clause for Annual Maintenance Contract or Zonal Contract :- The price variation Clause of General Conditions of Contract shall not apply to a works contract which is either an Annual Maintenance Contract or a Zonal Contract as per Railway Boards letter No. 2013/CE/I/CT/O/10-PVC-Pt.I dated 27.01.2015 & 2017/Trans/01/Policy dated 08.02.2018.(3) Price Variation Clause shall be applicable accordingly attached document.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the Divisional Railway Manager/Engineering, N.E. Railway, Ashok Marg, Lucknow- 226001 by issuing Bank under registered Post A.D.
1- The B.G. Bonds submitted by contractors/bidders should be issued via SFMS. 2- The online verification of such B.G. Bonds is carried out through the AIMS portal. 3- No B.G. Bond is accepted unless it is verifiable through the SFMS system.
(1) Earnest Money Cost: -All the tenderers/Contractors have to deposit full earnest money as stipulated in the tender document through online modes as permitted in IREPS application. (2) Tender Document Cost: -All the tenderers/Contractors have to deposit tender document cost as stipulated in the tender document through online modes as permitted in IREPS application.
a- One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. b- One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para a and b above respectively. The decision of the Engineer-incharge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
Care in Submission of Tenders :
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of the Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)/respective states State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. and as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/ UTGST/SGST/ Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
All documents related to Constitution of Firm by the Partnership Firm/ Joint venture/ Society/Companies/ MOU etc. duly notorized should be uploaded at the time of submission of bid.
The tenderer shall upload scanned copies of mandatory credentials such as experience certificates (Except Private Individual), turn over Certificates and any other documents as applicable.
Goods & Service Tax (GST) will be recovered as per extant instruction on the subject.
NER-LJN Division:-DAL-GD: Replacement of 12.2m span steel girder bridges of with 12.20m span PSC slab between LJN-GD section under jurisdiction of Sr.DEN/III/LJN (Total 09 bridges)
NER-LJN-2026-183
NER-LJN-2026-183
Open
Works - General
18 Months
Lucknow, Uttar Pradesh
₹0
₹36.3 L
9 Jul 2026
4 Jun 2026
25 Jun 2026
109 items across 2 schedules · ₹17,11,58,207.03 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 57600.00 | 188.26 | 1,08,43,776 |
| 2 | All kinds of soils | cum | 1350.00 | 186.58 | 2,51,883 |
| 3 | 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 | 360.00 | 2,559.13 | 9,21,286.8 |
| 4 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre | 175.00 | 231.7 | 40,547.5 |
| 5 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 316.10 | 2,592.84 | 8,19,596.72 |
| 6 | 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 | 702.45 | 600.77 | 4,22,010.89 |
| 7 | 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 using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing 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 paid extra under relevant item. 2. Plasticizer 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 plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 1604.00 | 4,421.68 | 70,92,374.72 |
| 8 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 1491.00 | 114.9 | 1,71,315.9 |
| 9 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 1491.00 | 12.83 | 19,129.53 |
| 10 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 416.25 | 6,609.41 | 27,51,166.91 |
| 11 | Pozzolana Portland Cement approved brands/makes | MT | 199.32 | 6,288.31 | 12,53,385.95 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 409659.31 | 99.95 | 4,09,45,448.03 |
| 13 | 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 E n g i n e e r. 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 | 925.00 | 2,592.84 | 23,98,377 |
| 14 | 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 | 53.00 | 1,70,489.32 | 90,35,933.96 |
| 15 | Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In-charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra. | cum | 388.80 | 2,592.84 | 10,08,096.19 |
| 16 | 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 | 875000.00 | 1.2 | 10,50,000 |
| 17 | Up to 5.00 Km | MT | 214.40 | 121.81 | 26,116.06 |
| 18 | Above 5 km up to 10 km | MT | 214.40 | 155.84 | 33,412.1 |
| 19 | Above 10 km up to 15 km | MT | 214.40 | 186.55 | 39,996.32 |
| 20 | Above 15 km up to 20 km | MT | 214.40 | 214.94 | 46,083.14 |
| 21 | Above 20 km up to 25 km | MT | 428.78 | 241.64 | 1,03,610.4 |
| 22 | Above 25 km up to 30 km | MT | 428.78 | 267.06 | 1,14,509.99 |
| 23 | Above 30 km up to 35 km | MT | 2000.00 | 291.52 | 5,83,040 |
| 24 | Above 35 km up to 40 km | MT | 2000.00 | 315.2 | 6,30,400 |
| 25 | Above 40 km up to 60 km | MT | 214.40 | 369.76 | 79,276.54 |
| 26 | Above 60 km up to 80 km | MT | 214.40 | 456.11 | 97,789.98 |
| 27 | Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under- side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. | Sqm | 135.00 | 491.18 | 66,309.3 |
| 28 | 250 MT capacity | Day | 96.00 | 3,10,067.05 | 2,97,66,436.8 |
| 29 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. | cum | 126.00 | 1,621.09 | 2,04,257.34 |
| 30 | Laying of boulder apron laid in wire crates of approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra. | cum | 126.00 | 566.11 | 71,329.86 |
| 31 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 126.00 | 1,003.45 | 1,26,434.7 |
| 32 | Manufacture and supplying Galvanized Wire Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm. | Sqm | 360.00 | 382.23 | 1,37,602.8 |
| 33 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 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). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum | 1077.30 | 2,482.78 | 26,74,698.89 |
| 34 | 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 | 1350.00 | 1,983.85 | 26,78,197.5 |
| 35 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 5250.00 | 61.02 | 3,20,355 |
| 36 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 17500.00 | 296.57 | 51,89,975 |
| 37 | Epoxy Grout | Kg | 21000.00 | 1,232.05 | 2,58,73,050 |
| 38 | 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 | 1077.30 | 2,351.27 | 25,33,023.17 |
| 39 | Up to 40 m long rail panel | RM | 1390.00 | 7.78 | 10,814.2 |
| 40 | Locations other than Ballasted Deck Bridge | Each | 100.00 | 402.35 | 40,235 |
| 41 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 8563.00 | 1.92 | 16,440.96 |
| 42 | On Cess | Each | 71.00 | 217.62 | 15,451.02 |
| 43 | In-situ situation | Each | 71.00 | 310.34 | 22,034.14 |
| 44 | Rail section of 52Kg and above | Each | 214.00 | 110.05 | 23,550.7 |
| 45 | 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 | 1390.00 | 22.36 | 31,080.4 |
| 46 | Under Traffic Block Conditions: | cum | 1264.20 | 44.74 | 56,560.31 |
| 47 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 22500.00 | 254.95 | 57,36,375 |
| 48 | Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. | cum | 57600.00 | 25.49 | 14,68,224 |
| 49 | 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 | 1264.20 | 42.38 | 53,576.8 |
| 50 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper i n c l u d i n g leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and f a s t e n i n g s 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. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 1390.00 | 366.51 | 5,09,448.9 |
| 51 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 1390.00 | 88.78 | 1,23,404.2 |
| 52 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 1390.00 | 106.53 | 1,48,076.7 |
| 53 | Without Rail tensor | TRM | 1390.00 | 43.04 | 59,825.6 |
| 54 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up T r u c k of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 80.00 | 12,126.15 | 9,70,092 |
| 55 | For 60 Kg Rails | RM | 1105.00 | 47.09 | 52,034.45 |
| 56 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 142.00 | 17.94 | 2,547.48 |
| 57 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 60.00 | 3,289.99 | 1,97,399.4 |
| 58 | 60 Kg - 110/90 UTS - Outside Track | Each | 29.00 | 205.44 | 5,957.76 |
| 59 | 60 Kg - 110/90 UTS - On Running Line | Each | 25.00 | 261.78 | 6,544.5 |
| 60 | Outside Track | Each | 142.00 | 49.91 | 7,087.22 |
| 61 | On Running Line | Each | 142.00 | 64.02 | 9,090.84 |
| 62 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 21.00 | 33.71 | 707.91 |
| 63 | In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 183.00 | 104.92 | 19,200.36 |
| 64 | For lead up to 500 metre. | MT | 151.79 | 327.34 | 49,686.94 |
| 65 | For lead beyond 500 metre and up to 1 Km. | MT | 106.00 | 421.75 | 44,705.5 |
| 66 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 183.00 | 77.66 | 14,211.78 |
| 67 | In Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 2770.00 | 81.17 | 2,24,840.9 |
| 68 | For lead up to 500 metres | MT | 984.19 | 254.77 | 2,50,742.09 |
| 69 | For lead beyond 500 metre and up to 1 Km | MT | 429.43 | 377.13 | 1,61,950.94 |
| 70 | Lead up to 5 Km | MT | 25.68 | 147.28 | 3,782.15 |
| 71 | Lead beyond 5 Km and up to 10 km | MT | 51.36 | 188.44 | 9,678.28 |
| 72 | Lead beyond 10 Km and up to 20 km | MT | 51.36 | 244.97 | 12,581.66 |
| 73 | Lead beyond 30 Km and up to 50 km | MT | 40.00 | 411.83 | 16,473.2 |
| 74 | Lead beyond 50 Km and up to 100 Km | MT | 40.00 | 625.57 | 25,022.8 |
| 75 | Lead beyond 100 Km and up to 150 Km | MT | 12.85 | 943.9 | 12,129.12 |
| 76 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 4497.50 | 3.24 | 14,571.9 |
| 77 | Lead up to 5 Km | MT | 295.00 | 49.84 | 14,702.8 |
| 78 | Lead beyond 5 Km and up to 10 km | MT | 236.00 | 90.99 | 21,473.64 |
| 79 | Lead beyond 10 Km and up to 20 km | MT | 236.00 | 147.52 | 34,814.72 |
| 80 | Lead beyond 20 Km and up to 30 km | MT | 295.00 | 217.02 | 64,020.9 |
| 81 | Lead beyond 30 Km and up to 50 km | MT | 1477.00 | 314.38 | 4,64,339.26 |
| 82 | Lead beyond 50 Km and up to 100 Km | MT | 1477.00 | 528.13 | 7,80,048.01 |
| 83 | Lead beyond 100 Km and up to 150 Km | MT | 2953.00 | 846.46 | 24,99,596.38 |
| 84 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 147650.00 | 3.24 | 4,78,386 |
| 85 | From Truck / Trailer | MT | 2770.00 | 76.06 | 2,10,686.2 |
| 86 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in- charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 300.00 | 933.05 | 2,79,915 |
| 87 | Under Traffic Block Conditions | TRM | 539.00 | 371.1 | 2,00,022.9 |
| 88 | Removing existing Channel/H-Beam sleepers with fittings from the running track under traffic block for TBTR & stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in-charge. | Each | 890.00 | 237.41 | 2,11,294.9 |
| 89 | Extra to item no. 192010 for Track Circuited area including handling of released PVC washers on bolts and extra rubber pads on sleepers | Each | 268.00 | 14.7 | 3,939.6 |
| 90 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. N o t e : (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 18.00 | 3,470.61 | 62,470.98 |
| 91 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete a n d finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 18.00 | 3,147.5 | 56,655 |
| 92 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 1780.00 | 64.13 | 1,14,151.4 |
| 93 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 1780.00 | 252.94 | 4,50,233.2 |
| 94 | Dismantling of existing flared portion of guard rails of any rail section over PSC s l e e p e r s duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 18.00 | 1,760.06 | 31,681.08 |
| 95 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre | 1000.00 | 182.09 | 1,82,090 |
| 96 | Fabrication, supplying and fixing 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately. | Each | 18.00 | 3,114.85 | 56,067.3 |
| 97 | 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 | 18.00 | 3,428.24 | 61,708.32 |
| 98 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1489.00 | 781.72 | 11,63,981.08 |
| 99 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 139.00 | 836.21 | 1,16,233.19 |
| 100 | Tractor with Trolley for local transportation or other misc. works. | Hour | 208.00 | 200.69 | 41,743.52 |
| 101 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 1600.00 | 598.06 | 9,56,896 |
| Schedule total | ₹16,94,03,522.48 | ||||
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