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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
13 Oct 2026, 3:00 pmDue tomorrow
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR/DEN/S
16 conditions · 3 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (Para 10.1 of GCC April 2022) (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender.
Note for Item 10.1 of GCC April 2022: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Any Track Work
102 conditions · 6 needing a document upload
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.
The payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet) and as per GCC 2022 ACS 11. Railway Board letter no. 2022|CE-UCTIGCC- 2022[POLICY/Pt.I (E-3320424) dated 13.03.2026.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
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 2.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original 2.3.3 Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered 2.3.5 during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 2.3.6 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.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
Submission of Tenders: Tenders should be submitted as brought out in GCC April 2022, Para 6: (Care in Submission of Tenders) PART I Instructions to Tenderers (ITT).
ANNEXURE - I - TENDER FORM (First Sheet) is to be submitted mandatorily.
Applicability of rules for this tender
Indian Railways Standard General Conditions of Contract updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (GCC April 2022)
Indian Railways Unified Standard Specification (IRUSS-2019) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
CPWD Specifications 2019 Vol I & II updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
Indian Railways Unified Standard Specifications (Works and Material) 2010 updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
IR Specifications/Guidelines updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
Relevant B.I.S. Codes updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
General Condition of Contract shall mean General Condition of Contract - April 2022 corrected up to date as contained in Western Railway, Engineering department, Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard specification shall mean'' Indian railway United standard specification ( Works and materials) Vol.-I &II) And /OR Indian Railway Unified standard schedule of rates (IR USSOR- 2019) and specifications. with up to date correction slip And /OR CPWD Delhi schedule of rate 2019 (DSR-Vol.-I and Vol.-2, DSR- Horticulture and landscaping, specification (Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard schedule Items/rates shall mean the Items/Rates in the Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable
Where there is any conflict in conditions/Specifications contained in various parts, order of precedence will be as given below
Any foot note given by the Railway in the schedule of quantities and rates.
Description of item in the Schedule of Quantities and rates.
Special Specifications
Additional Special Conditions/of Contract.
Standard Specifications.
Special Conditions of Contract & General Conditions of Contract April 2022 corrected upto date
Stamp Duty is applicable as per Stamp Act with latest amendments as applicable in the State.
Rights of the Railway to deal with Tender: As per GCC April 2022, Para 7, 8 & 9 Tender Form (Second Sheet), PART I Instructions to Tenderers (ITT).
The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender, and tenderer(s) shall neither demand any explanation for the cause of rejection of his/ their tender nor the Railway to assign reasons for declining to consider or reject any particular tender or tenders.
If the tenderer(s) deliberately gives / give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
(iii)If any partner(s) of a partnership firm expires after the submission of its tender or after the acceptance of its tender, the Railway shall deem such tender as cancelled/contract as terminated under clause 61 of the Standard General Conditions of Contract, unless the firm retains its character as per partnership agreement. If a sole proprietor expires after the submission of tender or after the acceptance of tender, the Railway shall deem such tender as cancelled / contract as terminated under clause 61 of the Standard General Conditions of Contract.
Payment of Royalty Charges
All taxes, royalty charges, etc. of whatever nature in connection with the work including extraction and supply of rubble stone/stone ballast/sand/moorum earth or any other material used on the work shall have to be borne by the Contractor. The Contractor will be required to obtain a royalty clearance certificate from the concerned Revenue Authorities/Collector and produce the same to the Engineer after completion of the supply but before release of the final bill.
Royalties and Patent Rights: (a)The Contractor shall defray the cost of all royalties, fees and other payments in respect of patents, patent rights and licenses which may be payable to patentee, licensee or other person or corporation and shall obtain all necessary licenses. (b)The contractor shall indemnify, the Railway or any agent, servant or employee of the Railway against any action, claim or proceedings relating to infringement use of any patent or design any alleged patent or design rights and shall pay any royalties or other charges which may be payable in respect of any articles or materials or part thereof included in the contract. In the event of any claim being made or action being brought against the Railway or any agent, servant or employee of the Railway in respect of any such matters, as aforesaid, The contractor shall indemnify notified thereof. Provided that such indemnify shall not apply when such infringement has taken place in complying with the specific direction issued by the Railway but the contractor shall pay any royalties or other charges payable in respect of any such use.
Final bills of Ballast supply contracts are to be passed on submission of Royalty Clearance Certificate by the contractor from the concerned Revenue Authorities/ Collectors.
SPECIAL CONDITION FOR TAX DEDUCTION
In respect of works, a deduction of 2% from each of the Contractor's bills shall be made in terms of section 194(C) of the Income Tax Act of 1961 & 1991 and as per instructions issued from time to time (Surcharge will also be deducted along with I. Tax as per extent rules).
The Railway will deduct sales tax if leviable in a particular state where the work is going on, the gross amount of each bill while making payment to the contractor(s). The recovery shall be governed as per the guide lines & rates prescribed by the concerned State Government.
Any Other taxes The Contractor shall bear in full all taxes and royalties levied by the State Government and/or Central Government from time to time. This would be entirely a matter between the contractor and State Government/or Central Government. Railway will recover the taxes and royalties through final bills if the contractor fails to pay the taxes and royalties to the Government.
DETAILS OF INSPECTION REGISTER AND RECORDS ARE TO MAINTAINED BY TENDERER ARE AS FOLLOWS:
The Contractor/s shall maintain accurate records, plans and charts showing the dates and progress of all main operations and the Engineer shall have access to this information at all reasonable times. Records of tests made shall be handed over to the Engineer/s representative after carrying out the tests. The following registers will be maintained at site by the Contractor/s.
Site Order Register: The Contractor/s shall promptly acknowledge by putting his signature in the site order against any order given therein by the Engineer or his representative or his superior officers and comply with them. The Compliance shall be reported by the Contractor/s to the Engineer in good time so that it can be checked.
Labour Register: This register will be maintained to show daily strength of labour in different categories employed by the Contractor/s.
LOG book of events: All events are required to be chronologically logged in this book shift wise and date wise.
Cement & steel registers shall be maintained by the contractor.
DISASTER MANAGEMENT "All the available vehicles and equipment's of the contractor can be drafted by the Railway Administration in case of accidents/ natural calamities involving human lives. The payment for such drafting shall be made according to the rates as shall be fixed by the Engineer. However, if the contractor is not satisfied with the decision of the Engineer in this respect he may appeal to the Chief Engineer within 30 Days of getting the decision of the Engineer, supported by analysis of the rates claimed. The Chief Engineer's decision after hearing both the parties in the matter would be final and binding on the contractor and the Railway".
EMERGENCY WORK In the event of any accident or failure occurring in the execution of work/ arising out of it which in the opinion of the Engineer requires immediate attention, the Railway may bring its own workmen or other agency/agencies to execute or partly execute the necessary work or carry out repairs if the Engineer-in-charge considers that the contractor(s) is/are not in a position to do so in time without giving any notice and charge the cost thereof, to be determined by the Engineer- in-charge, to the contractor.
DAMAGE BY ACCIDENT/ FLOOD/ TIDES OR NATURAL CALAMITIES The Contractor shall take all precautions against damages from accidents, floods tides or other natural occurrences. He shall not be entitled to any compensation for his tools, plants, materials, machines and other equipment lost or damaged by any cause whatsoever. The Contractor shall be liable to make good the damage to any structure or part of a structure, plant or material of every description belonging to the Railway covered under the Contract, lost or damaged by him due to any cause during the course of execution of work. The Railway Administration will not be liable to pay the contractor any charge for rectification or repair to any damage which may have occurred from any cause what so ever.
INCLUSION OF LETTER OF CREDIT AS MODE OF PAYMENT For all the tenders having advertised cost of Rs 10 lakh or above, the contractor shall have the option to take payment from Railways through a letter of credit(LC)arrangement. (Railway Board's letter no. 2018/CE-I/CT/9 dated 04.06.2018)
CHANGE IN ADDRESS: Any change in the address of the contractor shall be forthwith intimated in writing to the Railway. The Railway will not be responsible for any loss/ inconvenience suffered by the Contractor on account of his failure to comply with this.
Chandlodiya - Khodiyar & Khodiyar - Gandhinagar :-CTR(P) - 7.950 Tkm & TSR 3.5 TKm
DRM-ADI-140-2026-27~WR
DRM-ADI-140-2026-27
Open
Works - General
24 Months
Ahmadabad, Gujarat
₹0
₹5.5 L
21 Sept 2026
21 Sept 2026
29 Sept 2026
160 items across 2 schedules · ₹3,13,40,196.91 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 500.00 | 9.8 | 4,900 |
| 2 | For Through Rail Renewal work | TRM | 250.00 | 48.05 | 12,012.5 |
| 3 | For Through Rail Renewal work | TRM | 250.00 | 49.55 | 12,387.5 |
| 4 | For location of work not involving deep screening | Each | 581.00 | 365.06 | 2,12,099.86 |
| 5 | For location of work involving deep screening (deep screening to be paid separately). | Each | 5229.00 | 203.97 | 10,66,559.13 |
| 6 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper | 1162.00 | 35.3 | 41,018.6 |
| 7 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 2639.00 | 54.22 | 1,43,086.58 |
| 8 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 795.00 | 5.45 | 4,332.75 |
| 9 | By using Contractor's Grease Graphite | Each | 1613.00 | 40.38 | 65,132.94 |
| 10 | Rail section of 52Kg and above | Each | 55.00 | 108.38 | 5,960.9 |
| 11 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 500.00 | 623.04 | 3,11,520 |
| 12 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 4500.00 | 5.94 | 26,730 |
| 13 | 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 | 500.00 | 28.14 | 14,070 |
| 14 | Loading Railway's ballast, collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. | cum | 17060.00 | 42.14 | 7,18,908.4 |
| 15 | Under Traffic Block Conditions: | cum | 17060.00 | 56.2 | 9,58,772 |
| 16 | For 60Kg 90 UTS Rails | Each | 43.00 | 3,139.52 | 1,34,999.36 |
| 17 | For 60Kg/60EI- R260 rails | Each | 86.00 | 3,311.73 | 2,84,808.78 |
| 18 | For 60 Kg - 90 UTS Rail | Each | 43.00 | 5,531.74 | 2,37,864.82 |
| 19 | For 60 Kg/60EI - R260 grade Rail | Each | 86.00 | 5,723.07 | 4,92,184.02 |
| 20 | 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 | 4680.00 | 748.14 | 35,01,295.2 |
| 21 | 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 | 1404.00 | 74.81 | 1,05,033.24 |
| 22 | Excavation for widening of existing formation in cuttings in hard soils which require picks or crow bars for hacking including soils containing stones or boulders of size under 0.03 cum without infringing the nearby track, as directed by engineer-in-charge at site including cutting of earth, loading, leading by contractor's vehicles, unloading at site, dumping on spoil bank by head loads and utilising same excavated earth for widening of existing formation in embankment as per standards, duly rolling manually at 2:1 slope and levelling bank to the required profile including watering and compaction with contractor's labour or mechanically operated rollers with all contractor's labour, clearing of jungle, benching etc., tools, plants, vehicles etc. complete with lead up to 1000m and all lifts including crossing of track, wherever necessary. | cum | 468.00 | 739.31 | 3,45,997.08 |
| 23 | Construction of Sanded Dead End as per RDSO's Drawing no. RT-347 (with all amendments) with brick-work using country bricks or CC bricks in mud mortar and filling with river coarse sand, surrounding rails and filling around. Note: Cost of brick and sand is not included in the rate. | Each | 2.00 | 11,719 | 23,438 |
| 24 | For one shift ( 12 Hrs) | Each | 80.00 | 1,281.08 | 1,02,486.4 |
| 25 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 795.00 | 111.67 | 88,777.65 |
| 26 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 3580.00 | 134 | 4,79,720 |
| 27 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 7950.00 | 147.4 | 11,71,830 |
| 28 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 3580.00 | 103.08 | 3,69,026.4 |
| 29 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 7950.00 | 113.38 | 9,01,371 |
| 30 | With Contractor's Hydraulic Rail tensor | TRM | 795.00 | 52.13 | 41,443.35 |
| 31 | Without Rail tensor | TRM | 9860.00 | 47.35 | 4,66,871 |
| 32 | Providing wooden blocks under weld joint duly transporting Railway's released wooden blocks with rail screw / dog spikes and doing packing, as directed under traffic condition. Note: Wooden blocks, rail screws/dog spikes will be supplied free at SSE/P.Way depot. | Each | 80.00 | 178.59 | 14,287.2 |
| 33 | Removing the existing wooden blocks under joint, duly removing fittings, transporting and stacking material wise in a countable manner and handing over the wooden blocks & fittings a t PWI's Depot or as directed by Engineer in charge. | Each | 80.00 | 58.95 | 4,716 |
| 34 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. N o t e : (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 2.00 | 1,929.81 | 3,859.62 |
| 35 | With Contractor's hard wood block. | Each | 8.00 | 1,309.31 | 10,474.48 |
| 36 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 277.00 | 402.37 | 1,11,456.49 |
| 37 | For 60 Kg Rails | RM | 1590.00 | 95.59 | 1,51,988.1 |
| 38 | 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 | 129.00 | 29.82 | 3,846.78 |
| 39 | Kilometre & Gradient post | Each | 8.00 | 110.67 | 885.36 |
| 40 | LWR / SEJ Board | Each | 8.00 | 202.74 | 1,621.92 |
| 41 | Level Crossing Boards including Road Sign Boards | Each | 8.00 | 416.3 | 3,330.4 |
| 42 | Level Crossing Post | Each | 8.00 | 222.01 | 1,776.08 |
| 43 | Curve Post | Each | 8.00 | 118.41 | 947.28 |
| 44 | Curve Board | Each | 8.00 | 202.74 | 1,621.92 |
| 45 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 8.00 | 63.61 | 508.88 |
| 46 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 95.00 | 166.66 | 15,832.7 |
| 47 | Unloading of mono-block PSC sleepers in PQRS Depot using Railway's Portal crane from wagons and stacking them at the end of Assembling Line with all leads & lift. Note: 1.Unloading to be done within the stipulated time as and when loaded BFRs are received, so as to hand over empty BFRs without demurrage; 2.If unloading is not done within the stipulated time, the demurrage raised by the Railways shall be borne by the Contractor. 3.Contractor has to arrange necessary tools etc., complete for unloading from BFR's and stacking. | Each | 13198.00 | 6.76 | 89,218.48 |
| 48 | Assembling of 13m / 12.6m long track panels in PQRS Depot by spreading PSC sleepers already unloaded and stacked, to correct spacing as per specified sleeper density per km, using Railway's portal crane, placing service rails on them and fixing rails to sleepers with standard fastening properly to get correct gauge with all contractor's labour, tools, plants etc. | TRM | 7950.00 | 42.19 | 3,35,410.5 |
| 49 | Loading pre-assembled panels with PSC sleepers in layers on BFR with Railway's Portal Crane in PQRS Depot, complete in such a manner that it may be dispatched in train formation to mid section, as directed by engineer in-charge. | TRM | 7950.00 | 6.09 | 48,415.5 |
| 50 | PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 7950.00 | 34.66 | 2,75,547 |
| 51 | PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up to bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on to track with Railway's portal crane, Linking of Track with all fittings, placing ballast as required in crib and shoulders, aligning and surfacing of track, attending track parameters and initial packing to track to allow traffic at restricted speed of 20 kmph with contractor's labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. Note: The PQRS cranes with fuel and operators will be provided by Railway. | TRM | 7950.00 | 44.05 | 3,50,197.5 |
| 52 | PQRS: Post Block activity, Pulling back the left over ballast from shoulders/cess in to track and dumping in cribs and shoulders, regulating and boxing with available ballast to facilitate surfacing of track during lifting with contractors own labour, tools etc, complete and lead & lift as directed by the Engineer-in- charge at site including crossing of track wherever necessary. | TRM | 7950.00 | 23.28 | 1,85,076 |
| 53 | Laying of auxiliary track with all types of rails, already available on cess, fixing rails on wooden blocks / CST-9 pots at 2m interval, true to square, to required alignment & level, fixing with spikes / screws / keys, linking rails with fish plates, bolts & nuts to a gauge of 3400mm (with reference to centre line of existing BG track), levelling both the rails to same plane as that of BG track over stone ballast by way of removing ballast from shoulders of existing track, providing one round of packing. Subsequently, dismantling auxiliary track after completion of PQRS work at site by way of removing wooden blocks / CST-9 pots and carrying same to next stretch / location, if required, where auxiliary track has to be laid and spreading the same at required locations and leaving rails there itself for carrying out TRR work later. | TRM | 7950.00 | 47.04 | 3,73,968 |
| 54 | For rails above 40m length | TRM | 7950.00 | 116.45 | 9,25,777.5 |
| 55 | Through Rail renewal with free service rails of all types by removing existing running rails, already cut into free rails / rail panels for making auxiliary track, including attending alignment, cross level, gauging, packing; wherever required including crossing of track, as directed. | TRM | 7950.00 | 123.47 | 9,81,586.5 |
| 56 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re- fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM | 11450.00 | 16.88 | 1,93,276 |
| 57 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM | 11450.00 | 41.96 | 4,80,442 |
| 58 | Removal of screened muck discharged by BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 11450.00 | 31.87 | 3,64,911.5 |
| 59 | Removal of screened muck discharged by FRM/SBCM where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 7950.00 | 21.25 | 1,68,937.5 |
| 60 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 7950.00 | 2.97 | 23,611.5 |
| 61 | Extra to item nos. from 154030 and 154040 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track in cutting. | TRM | 7950.00 | 6.19 | 49,210.5 |
| 62 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | TRM | 3500.00 | 22.06 | 77,210 |
| 63 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM | 11450.00 | 39.58 | 4,53,191 |
| 64 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM | 3500.00 | 35.29 | 1,23,515 |
| 65 | Carrying out Through packing of sleepers to make track fit for 30 KM speed as per procedure stipulated in latest version of IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | TRM | 11450.00 | 91.06 | 10,42,637 |
| 66 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 3500.00 | 33.12 | 1,15,920 |
| 67 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM | 500.00 | 448.25 | 2,24,125 |
| 68 | For day time block working | TRM | 10655.00 | 20.3 | 2,16,296.5 |
| 69 | For night time block working | TRM | 795.00 | 22.76 | 18,094.2 |
| 70 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 159.00 | 112.28 | 17,852.52 |
| 71 | Carrying out various miscellaneous works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means;(2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums;(3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).;(4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge;(5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. | Shift | 80.00 | 1,493.14 | 1,19,451.2 |
| 72 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 40.00 | 2,456.32 | 98,252.8 |
| 73 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 24.00 | 5,082.83 | 1,21,987.92 |
| 74 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 24.00 | 4,601.17 | 1,10,428.08 |
| 75 | 60 Kg - 110/90 UTS - Outside Track | Each | 17.00 | 242.54 | 4,123.18 |
| 76 | 52 Kg - 90 UTS - Outside Track | Each | 9.00 | 219.77 | 1,977.93 |
| 77 | 60 Kg - 110/90 UTS - On Running Line | Each | 11.00 | 310.82 | 3,419.02 |
| 78 | Outside Track | Each | 25.00 | 61.48 | 1,537 |
| 79 | On Running Line | Each | 50.00 | 78.7 | 3,935 |
| 80 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 1520.00 | 75.84 | 1,15,276.8 |
| 81 | Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Heavy Duty Hydraulic Extractor for jammed ERCs (10 Ton capacity) shall be used as per RDSO's Specification No. TM/SM/6, dated 8.05.1991. | Each | 500.00 | 36.81 | 18,405 |
| 82 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 95.40 | 206.4 | 19,690.56 |
| 83 | For lead up to 500 metre. | MT | 10.00 | 410.32 | 4,103.2 |
| 84 | For lead beyond 500 metre and up to 1 Km. | MT | 10.00 | 529.6 | 5,296 |
| 85 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 90.00 | 63.38 | 5,704.2 |
| 86 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 10.00 | 39.79 | 397.9 |
| 87 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 48.50 | 156.8 | 7,604.8 |
| 88 | During period of traffic block | MT | 95.40 | 197.7 | 18,860.58 |
| 89 | During period of traffic block | MT | 95.40 | 31.32 | 2,987.93 |
| 90 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 2037.57 | 178.3 | 3,63,298.73 |
| 91 | For lead up to 500 metres | MT | 407.51 | 319.49 | 1,30,195.37 |
| 92 | For lead beyond 500 metre and up to 1 Km | MT | 407.51 | 474.19 | 1,93,237.17 |
| 93 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 3667.59 | 49.44 | 1,81,325.65 |
| 94 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 815.02 | 42.49 | 34,630.2 |
| 95 | Lead up to 5 Km | MT | 22.51 | 179.92 | 4,050 |
| 96 | Lead beyond 5 Km and up to 10 km | MT | 22.51 | 222.96 | 5,018.83 |
| 97 | Lead beyond 10 Km and up to 20 km | MT | 19.88 | 281.29 | 5,592.05 |
| 98 | Lead beyond 20 Km and up to 30 km | MT | 19.88 | 352.03 | 6,998.36 |
| 99 | Lead beyond 30 Km and up to 50 km | MT | 19.88 | 449.86 | 8,943.22 |
| 100 | Lead beyond 50 Km and up to 100 Km | MT | 19.88 | 662.06 | 13,161.75 |
| 101 | Lead beyond 100 Km and up to 150 Km | MT | 22.51 | 980.75 | 22,076.68 |
| 102 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 307.79 | 3.26 | 1,003.4 |
| 103 | Lead up to 5 Km | MT | 666.69 | 56.61 | 37,741.32 |
| 104 | Lead beyond 5 Km and up to 10 km | MT | 1074.21 | 99.65 | 1,07,045.03 |
| 105 | Lead beyond 10 Km and up to 20 km | MT | 259.18 | 157.98 | 40,945.26 |
| 106 | Lead beyond 20 Km and up to 30 km | MT | 259.18 | 228.72 | 59,279.65 |
| 107 | Lead beyond 30 Km and up to 50 km | MT | 207.34 | 326.55 | 67,706.88 |
| 108 | Lead beyond 50 Km and up to 100 Km | MT | 165.87 | 538.74 | 89,360.8 |
| 109 | Lead beyond 100 Km and up to 150 Km | MT | 2170.27 | 857.43 | 18,60,854.61 |
| 110 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 19293.57 | 3.26 | 62,897.04 |
| 111 | From DMT - Not involving traffic block or on lines, not opened to traffic | MT | 407.51 | 126.51 | 51,554.09 |
| 112 | From Truck / Trailer | MT | 1630.06 | 146.36 | 2,38,575.58 |
| 113 | From Truck / Trailer | MT | 95.40 | 234.02 | 22,325.51 |
| 114 | Level crossings with asphalted road surface | Sqm | 100.00 | 607.68 | 60,768 |
| 115 | Level crossings with concrete blocks road surface | Sqm | 29.00 | 551.86 | 16,003.94 |
| 116 | Level crossings with any other type of road surface | Sqm | 14.00 | 496.03 | 6,944.42 |
| 117 | Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge. | Each | 401.00 | 161.82 | 64,889.82 |
| 118 | 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 | 134.00 | 1,218.23 | 1,63,242.82 |
| 119 | Provision of one Asphalt Speed Breaker Rumble Strip on each side of the approaches of manned level crossings as per approved drawing including painting two coats with paint of approved quality and colour. | RM | 67.00 | 3,181.96 | 2,13,191.32 |
| 120 | With Contractor's hard wood block | Each | 80.00 | 1,632.15 | 1,30,572 |
| 121 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm | Set | 11.00 | 8,283.2 | 91,115.2 |
| 122 | Speed Breaker / Rumble Strips Board of size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 11.00 | 7,646.72 | 84,113.92 |
| 123 | Manned Level Crossing Indicator Board of size 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 11.00 | 7,030.59 | 77,336.49 |
| 124 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 8.00 | 6,908.11 | 55,264.88 |
| 125 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 12.00 | 5,917.1 | 71,005.2 |
| 126 | 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 | 11.00 | 6,908.11 | 75,989.21 |
| 127 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 12.00 | 8,361.59 | 1,00,339.08 |
| 128 | 16 mm dia. | Each | 11.00 | 2,192.36 | 24,115.96 |
| 129 | 26.5 mm dia. | Each | 11.00 | 3,852.64 | 42,379.04 |
| 130 | 28.75 mm dia. | Each | 11.00 | 4,386.94 | 48,256.34 |
| 131 | Hand Gloves Leather (Left Hand & Right Hand) | Set | 95.00 | 57.85 | 5,495.75 |
| 132 | Boards with single post | Each | 8.00 | 644.57 | 5,156.56 |
| 133 | Boards with two posts | Each | 8.00 | 885.4 | 7,083.2 |
| 134 | For erection | Each | 41.00 | 272.4 | 11,168.4 |
| 135 | For removal | Each | 41.00 | 223.3 | 9,155.3 |
| 136 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 1.00 | 525.14 | 525.14 |
| 137 | Fixing vertically the unserviceable PSC sleepers at locations of tress-passing, railway boundary or to make temporary store by excavating trench, fixing PSC sleeper in trench and filling back open trench. | Each | 1000.00 | 161.09 | 1,61,090 |
| 138 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 169.00 | 846.09 | 1,42,989.21 |
| 139 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 129.00 | 2,118.4 | 2,73,273.6 |
| 140 | Tractor with Trolley for local transportation or other misc. works. | Hour | 258.00 | 599.84 | 1,54,758.72 |
| 141 | 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 | 81.00 | 753.26 | 61,014.06 |
| Schedule total | ₹2,62,34,711.73 | ||||
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