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Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
18 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN CEN
19 conditions · 4 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderer's 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
Similar Nature of the work : Any Track Work.
Maitenance Period : 6 Months.
112 conditions · 4 needing a document upload
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)
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 1.3.2 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 1.3.3 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 1.3.5 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 1.3.6 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).
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)
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 3.3.2 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 3.3.3 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 3.3.5 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 3.3.6 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).
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.
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.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(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 bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
Track work in connection with sanctioned work Virpur - Jetalsar - TRR(P) - 19.200 Tkm
135-2026-27~WR
135-2026-27
Open
Works - General
12 Months
Bhavnagar, Gujarat
₹0
₹7.6 L
27 Aug 2026
27 Aug 2026
4 Sept 2026
75 items across 1 schedule · ₹4,22,99,960.87 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM 5760.00 | 9.80 | — | 56,448 |
| 2 | More than 40 m long rail panel | RM 32640.00 | 15.50 | — | 5,05,920 |
| 3 | For Through Rail Renewal work | TRM 19200.00 | 48.05 | — | 9,22,560 |
| 4 | For Through Rail Renewal work | TRM 19200.00 | 49.55 | — | 9,51,360 |
| 5 | For location work not involving deep screening | Each 1478.00 | 365.06 | — | 5,39,558.68 |
| 6 | Locations other than Ballasted Deck Bridge | Each 384.00 | 507.15 | — | 1,94,745.6 |
| 7 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC 127488.00 | 4.25 | — | 5,41,824 |
| 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 19200.00 | 5.45 | — | 1,04,640 |
| 9 | Rail section of 52Kg and above | Each 1920.00 | 108.38 | — | 2,08,089.6 |
| 10 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set 38.00 | 9223.09 | — | 3,50,477.42 |
| 11 | 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 19200.00 | 28.14 | — | 5,40,288 |
| 12 | 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 1920.00 | 42.14 | — | 80,908.8 |
| 13 | Under Traffic Block Conditions: | cum 1920.00 | 56.20 | — | 1,07,904 |
| 14 | When distance of nearest quarry is more than 40 km and up to 50 km | cum 960.00 | 1102.53 | — | 10,58,428.8 |
| 15 | When distance of nearest quarry is more than 50 km and up to 100 km | cum 960.00 | 1230.20 | — | 11,80,992 |
| 16 | For 60Kg/60EI- R260 rails | Each 300.00 | 3311.73 | — | 9,93,519 |
| 17 | For 60 Kg/60EI - R260 grade Rail | Each 768.00 | 5723.07 | — | 43,95,317.76 |
| 18 | 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 1920.00 | 48.51 | — | 93,139.2 |
| 19 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM 19200.00 | 111.67 | — | 21,44,064 |
| 20 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM 19200.00 | 134.00 | — | 25,72,800 |
| 21 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM 19200.00 | 103.08 | — | 19,79,136 |
| 22 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM 4800.00 | 190.47 | — | 9,14,256 |
| 23 | With Contractor's Hydraulic Rail tensor | TRM 1920.00 | 52.13 | — | 1,00,089.6 |
| 24 | Without Rail tensor | TRM 17280.00 | 47.35 | — | 8,18,208 |
| 25 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each 77.00 | 1929.81 | — | 1,48,595.37 |
| 26 | With Contractor's hard wood block. | Each 96.00 | 1309.31 | — | 1,25,693.76 |
| 27 | For 60 Kg Rails | RM 38400.00 | 95.59 | — | 36,70,656 |
| 28 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night 60.00 | 5082.83 | — | 3,04,969.8 |
| 29 | Outside Track | Each 120.00 | 61.48 | — | 7,377.6 |
| 30 | On Running Line | Each 1080.00 | 78.70 | — | 84,996 |
| 31 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT 73.00 | 206.40 | — | 15,067.2 |
| 32 | During period of traffic block | MT 2304.00 | 31.32 | — | 72,161.28 |
| 33 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT 443.52 | 178.30 | — | 79,079.62 |
| 34 | Lead up to 5 Km | MT 28.00 | 179.92 | — | 5,037.76 |
| 35 | Lead beyond 5 Km and up to 10 km | MT 85.00 | 222.96 | — | 18,951.6 |
| 36 | Lead beyond 10 Km and up to 20 km | MT 141.00 | 281.29 | — | 39,661.89 |
| 37 | Lead beyond 20 Km and up to 30 km | MT 197.00 | 352.03 | — | 69,349.91 |
| 38 | Lead beyond 30 Km and up to 50 km | MT 282.00 | 449.86 | — | 1,26,860.52 |
| 39 | Lead beyond 50 Km and up to 100 Km | MT 338.00 | 662.06 | — | 2,23,776.28 |
| 40 | Lead beyond 100 Km and up to 150 Km | MT 2820.00 | 980.75 | — | 27,65,715 |
| 41 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km 82124.00 | 3.26 | — | 2,67,724.24 |
| 42 | Lead up to 5 Km | MT 28.00 | 56.61 | — | 1,585.08 |
| 43 | Lead beyond 5 Km and up to 10 km | MT 85.00 | 99.65 | — | 8,470.25 |
| 44 | Lead beyond 10 Km and up to 20 km | MT 141.00 | 157.98 | — | 22,275.18 |
| 45 | Lead beyond 20 Km and up to 30 km | MT 197.00 | 228.72 | — | 45,057.84 |
| 46 | Lead beyond 30 Km and up to 50 km | MT 282.00 | 326.55 | — | 92,087.1 |
| 47 | Lead beyond 50 Km and up to 100 Km | MT 338.00 | 538.74 | — | 1,82,094.12 |
| 48 | Lead beyond 100 Km and up to 150 Km | MT 2820.00 | 857.43 | — | 24,17,952.6 |
| 49 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km 980681.00 | 3.26 | — | 31,97,020.06 |
| 50 | From Truck / Trailer | MT 443.52 | 146.36 | — | 64,913.59 |
| 51 | From Truck / Trailer | MT 72.96 | 234.02 | — | 17,074.1 |
| 52 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT 96.00 | 478.80 | — | 45,964.8 |
| 53 | All type of PSC sleepers | MT 38.00 | 516.47 | — | 19,625.86 |
| 54 | P.Way fittings of all types and other similar loose items | MT 19.00 | 414.33 | — | 7,872.27 |
| 55 | Stacking of glued joints in single layer for electrical testing, in such a manner that glued joints - (a) shall not touch ground, (b) shall not touch one another, (c) shall not touch any rail or any metallic body, (d) shall not be water- logged from any side and (e) end post shall not rest on supports of glued joint | Each 77.00 | 69.35 | — | 5,339.95 |
| 56 | Level crossings with asphalted road surface | Sqm 2250.00 | 607.68 | — | 13,67,280 |
| 57 | Level crossings with concrete blocks road surface | Sqm 1350.00 | 551.86 | — | 7,45,011 |
| 58 | Level crossings with any other type of road surface | Sqm 900.00 | 496.03 | — | 4,46,427 |
| 59 | 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 230.00 | 1218.23 | — | 2,80,192.9 |
| 60 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set 10.00 | 4798.73 | — | 47,987.3 |
| 61 | 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 and 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 10.00 | 3922.16 | — | 39,221.6 |
| 62 | 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 19.00 | 8283.20 | — | 1,57,380.8 |
| 63 | 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 19.00 | 7646.72 | — | 1,45,287.68 |
| 64 | 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 19.00 | 7030.59 | — | 1,33,581.21 |
| 65 | Single Strip / Double Strip Level Crossing Road Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set 19.00 | 8054.09 | — | 1,53,027.71 |
| 66 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM- D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS Sheet of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. | Each 38.00 | 4239.71 | — | 1,61,108.98 |
| 67 | 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 38.00 | 6908.11 | — | 2,62,508.18 |
| 68 | 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 38.00 | 5917.10 | — | 2,24,849.8 |
| 69 | 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 38.00 | 6908.11 | — | 2,62,508.18 |
| 70 | 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 38.00 | 8361.59 | — | 3,17,740.42 |
| 71 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each 38.00 | 1171.89 | — | 44,531.82 |
| 72 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 384.00 | 846.09 | — | 3,24,898.56 |
| 73 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour 288.00 | 2118.40 | — | 6,10,099.2 |
| 74 | Tractor with Trolley for local transportation or other misc. works. | Hour 576.00 | 599.84 | — | 3,45,507.84 |
| 75 | 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 960.00 | 753.26 | — | 7,23,129.6 |
| Schedule total | ₹4,22,99,960.87 | ||||
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1SpecialConditionsofWork.pdf
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2BallastSpecifications.pdf
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