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Tender Value
₹6.4 Cr
EMD Value
₹12.7 L
Closing Date
10 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN W
19 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. As per IRGCC April-2022, Para 10.2 & 17.15.2 of Tender Form (Second Sheet) of Annexure I, each bidder or each member of a JV must fill Annexure-VIB separately and submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Proforma of Annexure-VIB attached in documents.
As per IRGCC April-2022 Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I, for tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes 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. The tender/ technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. Proforma of Annexure-VI attached in documents.
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 of the previous three financial years. 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. Non submission of above, the offer will be summarily rejected. Proforma of Annexure-VIB attached in documents.
The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (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.
In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any 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 each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (1): Separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity.
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.
Definition of Similar Work: Any Track Work
72 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.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53).
Applicability of rules for this tender.
IRGCC April 2022 with upto date correction slip.
CPWD DSR (Delhi Schedule of Rates) and CPWD Specifications (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-Codes and Railway Codes and Manuals.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract- April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials) Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT)).
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head Quarters Letter No. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04).
Rajkot Division - Outsourcing of track maintenance activities under SSE (P-way) DWK's section (For Two Years)
DRM-RJT-2026-27-E-18
DRM-RJT-2026-27-E-18
Open
Works - General
24 Months
Rajkot, Gujarat
₹0
₹12.7 L
10 Jul 2026
18 Jun 2026
26 Jun 2026
133 items across 2 schedules · ₹6,83,05,269.23 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 1000.00 | 9.8 | 9,800 |
| 2 | More than 40 m long rail panel | RM | 3000.00 | 15.5 | 46,500 |
| 3 | For Through Rail Renewal work | TRM | 4000.00 | 48.05 | 1,92,200 |
| 4 | For Through Rail Renewal work | TRM | 4000.00 | 49.55 | 1,98,200 |
| 5 | Locations other than Ballasted Deck Bridge | Each | 1000.00 | 507.15 | 5,07,150 |
| 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 | 20000.00 | 35.3 | 7,06,000 |
| 7 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in-Charge. Note: GRSP will be supplied at SSE/stores/depot. | Sleeper | 10000.00 | 32.62 | 3,26,200 |
| 8 | For 1.00m long fishplates | Joint | 3600.00 | 129.19 | 4,65,084 |
| 9 | For 610 mm long fish plates. | Joint | 400.00 | 89.9 | 35,960 |
| 10 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 1000.00 | 56.16 | 56,160 |
| 11 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC | 1000000.00 | 5.91 | 59,10,000 |
| 12 | 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 | 500.00 | 54.22 | 27,110 |
| 13 | By using Contractor's Grease Graphite | Each | 10000.00 | 40.38 | 4,03,800 |
| 14 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing the screw w i t h specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift. Note: 1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 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 sleeper gets damaged in the process. | Each | 500.00 | 434.73 | 2,17,365 |
| 15 | Rail section of 52Kg and above | Each | 500.00 | 108.38 | 54,190 |
| 16 | Under Traffic Block Conditions | Set | 5.00 | 7,987.57 | 39,937.85 |
| 17 | 1 in 8½ Turnout | Set | 5.00 | 4,076.13 | 20,380.65 |
| 18 | 1 in 12 Turnout | Set | 15.00 | 4,464.56 | 66,968.4 |
| 19 | 1 in 16 Turnout | Set | 1.00 | 4,853 | 4,853 |
| 20 | 1 in 20 Turnout | Set | 2.00 | 5,244.95 | 10,489.9 |
| 21 | 1 in 8½ Switch Assembly | Set | 5.00 | 14,415.9 | 72,079.5 |
| 22 | 1 in 12 Switch Assembly | Set | 15.00 | 16,058.35 | 2,40,875.25 |
| 23 | 1 in 16 Switch Assembly | Set | 1.00 | 17,826.52 | 17,826.52 |
| 24 | 1 in 20 Switch Assembly | Set | 2.00 | 19,461.61 | 38,923.22 |
| 25 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in- charge. | TRM | 5000.00 | 191.65 | 9,58,250 |
| 26 | 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 | 250000.00 | 28.14 | 70,35,000 |
| 27 | Under Traffic Block Conditions: | cum | 6000.00 | 56.2 | 3,37,200 |
| 28 | In-situ reconditioning of MCI insert of points & crossings sleeper by reclaiming the worn-out portion to the desired height, grinding of the finished profile for regaining the toe load lost. The reconditioning to be done by using TERRA C I-94 - Electrodes of make L & T, Advani Oerlicon, Diffusion, SHARP - 650, or equivalent approved by RDSO for reconditioning of Cast iron alloys. removing and refixing the required fittings for reconditioning in traffic condition. The cost includes all labour, lead lift, transportation of men and material, cost of consumables, hiring of machinery required etc, complete and as directed by the Engineer-in -charge. | Each | 5000.00 | 359.55 | 17,97,750 |
| 29 | Maximum Shifting / Slewing up to 1 metre | TRM | 2000.00 | 221.24 | 4,42,480 |
| 30 | For PSC Sleeper | TRM | 5000.00 | 95.71 | 4,78,550 |
| 31 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 20000.00 | 190.47 | 38,09,400 |
| 32 | Extra over Items 132011 to 132014 for working in yards | TRM | 1500.00 | 49.5 | 74,250 |
| 33 | With Contractor's Hydraulic Rail tensor | TRM | 30000.00 | 52.13 | 15,63,900 |
| 34 | Without Rail tensor | TRM | 10000.00 | 47.35 | 4,73,500 |
| 35 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 100.00 | 16,519.52 | 16,51,952 |
| 36 | With Contractor's hard wood block. | Each | 250.00 | 1,309.31 | 3,27,327.5 |
| 37 | 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 | 200.00 | 402.37 | 80,474 |
| 38 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in-charge to keep drains clean and clear in cuttings etc. | RM | 5000.00 | 34.63 | 1,73,150 |
| 39 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 300000.00 | 15.94 | 47,82,000 |
| 40 | For 60 Kg Rails | TRM | 7000.00 | 130.71 | 9,14,970 |
| 41 | For 52 Kg Rails | TRM | 50000.00 | 116.13 | 58,06,500 |
| 42 | Kilometre & Gradient post | Each | 300.00 | 110.67 | 33,201 |
| 43 | LWR / SEJ Board | Each | 50.00 | 202.74 | 10,137 |
| 44 | Level Crossing Boards including Road Sign Boards | Each | 800.00 | 416.3 | 3,33,040 |
| 45 | Level Crossing Post | Each | 200.00 | 222.01 | 44,402 |
| 46 | Curve Post | Each | 200.00 | 118.41 | 23,682 |
| 47 | Level Crossing Boom without fringe | Metre | 1000.00 | 149.8 | 1,49,800 |
| 48 | Curve Board | Each | 100.00 | 202.74 | 20,274 |
| 49 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1000.00 | 63.61 | 63,610 |
| 50 | Bridge Board | Each | 12.00 | 202.74 | 2,432.88 |
| 51 | Bridge Tablet | Each | 250.00 | 55.72 | 13,930 |
| 52 | Bridge Height Gauge | Each | 200.00 | 3,547.3 | 7,09,460 |
| 53 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 300.00 | 805.99 | 2,41,797 |
| 54 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 500.00 | 166.66 | 83,330 |
| 55 | For day time block working | TRM | 50000.00 | 20.3 | 10,15,000 |
| 56 | For night time block working | TRM | 10000.00 | 22.76 | 2,27,600 |
| 57 | Level crossing with asphalted surface | Sqm | 300.00 | 403.46 | 1,21,038 |
| 58 | Level crossing with CC block surface | Sqm | 400.00 | 347.97 | 1,39,188 |
| 59 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 9,996.74 | 1,49,951.1 |
| 60 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 32.00 | 11,639.19 | 3,72,454.08 |
| 61 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 1.00 | 15,095.55 | 15,095.55 |
| 62 | Derailing Switch (Under Traffic Block Conditions) | Set | 11.00 | 3,655.41 | 40,209.51 |
| 63 | Extra to Item no. 156011 for night block working | Set | 8.00 | 1,499.51 | 11,996.08 |
| 64 | Extra to Item no. 156012 for night block working | Set | 20.00 | 1,745.88 | 34,917.6 |
| 65 | Extra to Item no. 156013 for night block working | Set | 1.00 | 2,264.33 | 2,264.33 |
| 66 | Extra to Item no. 156015 for night block working | Set | 5.00 | 548.31 | 2,741.55 |
| 67 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 200.00 | 5,082.83 | 10,16,566 |
| 68 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 300.00 | 4,601.17 | 13,80,351 |
| 69 | 52 Kg - 90 UTS - Outside Track | Each | 200.00 | 219.77 | 43,954 |
| 70 | 60 Kg - 110/90 UTS - On Running Line | Each | 200.00 | 310.82 | 62,164 |
| 71 | 52 Kg - 90 UTS- On Running Line | Each | 200.00 | 252.81 | 50,562 |
| 72 | Outside Track | Each | 400.00 | 61.48 | 24,592 |
| 73 | 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 | 2000.00 | 75.84 | 1,51,680 |
| 74 | Measuring of Toe Load of ERC during service in field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. | Each | 20000.00 | 4.69 | 93,800 |
| 75 | 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 |
| 76 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 250.00 | 216.82 | 54,205 |
| 77 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 150.00 | 206.4 | 30,960 |
| 78 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 250.00 | 156.8 | 39,200 |
| 79 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 400.00 | 178.3 | 71,320 |
| 80 | Lead beyond 100 Km and up to 150 Km | MT | 200.00 | 980.75 | 1,96,150 |
| 81 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 20000.00 | 3.26 | 65,200 |
| 82 | Lead beyond 100 Km and up to 150 Km | MT | 400.00 | 857.43 | 3,42,972 |
| 83 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 40000.00 | 3.26 | 1,30,400 |
| 84 | From Truck / Trailer | MT | 400.00 | 146.36 | 58,544 |
| 85 | From Truck / Trailer | MT | 150.00 | 234.02 | 35,103 |
| 86 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 200.00 | 478.8 | 95,760 |
| 87 | All type of PSC sleepers | MT | 400.00 | 516.47 | 2,06,588 |
| 88 | P.Way fittings of all types and other similar loose items | MT | 100.00 | 414.33 | 41,433 |
| 89 | Level crossings with asphalted road surface | Sqm | 300.00 | 607.68 | 1,82,304 |
| 90 | Level crossings with concrete blocks road surface | Sqm | 400.00 | 551.86 | 2,20,744 |
| 91 | Level crossings with any other type of road surface | Sqm | 400.00 | 496.03 | 1,98,412 |
| 92 | 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 | 100.00 | 1,218.23 | 1,21,823 |
| 93 | Above 8m and up to 10m long Lifting Barrier | Each | 6.00 | 1,58,775.73 | 9,52,654.38 |
| 94 | Fixing of speed breaker on approaches of level crossings with pre-cast concrete blocks (M-25) of parabolic shape for entire road width with 125 mm central rise including painting two coats with paint of approved quality and colour in the width of 2 metres.Note: Cost of pre-cast concrete blocks shall be paid separately. | RM | 300.00 | 2,860.72 | 8,58,216 |
| 95 | With Contractor's hard wood block | Each | 200.00 | 1,632.15 | 3,26,430 |
| 96 | Erecting Emergency Chain Posts for level crossings , including cutting rail to required length varying from 1.00M to 1.50M , drilling holes, providing hooks & links / rings with necessary locking arrangements to fix emergency chain, leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit of size as required and filling with CC 1:3:6 mix with 40mm aggregates and painting the rail post with two coats of synthetic enamel paint of approved colour and make, with contractor's materials, labour, paint, all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. Note: (1) Rails & chain will be supplied by Railways. (2) Excavation and concrete work for foundation will be paid under relevant item. | Each | 100.00 | 749.47 | 74,947 |
| 97 | 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 | 4.00 | 4,798.73 | 19,194.92 |
| 98 | 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 | 4.00 | 3,922.16 | 15,688.64 |
| 99 | 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 | 200.00 | 409.94 | 81,988 |
| 100 | Renewal of existing guard rails of all rail sections on bridge portion over wooden/PSC/steel channel sleepers excluding flared ends duly leading new guard rails including cutting of rails, drilling holes to the guard rails as required and as per drawings, refixing with all fastenings, and leading back the released rail, stacking at nominated place clear of infringements with all leads & lifts complete and as directed. | TRM | 50.00 | 244.94 | 12,247 |
| 101 | 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 | 500.00 | 228.69 | 1,14,345 |
| 102 | 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 | 100.00 | 3,801.55 | 3,80,155 |
| 103 | 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 | 50.00 | 8,283.2 | 4,14,160 |
| 104 | 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 | 54.00 | 7,646.72 | 4,12,922.88 |
| 105 | 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 | 100.00 | 8,054.09 | 8,05,409 |
| 106 | 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 | 50.00 | 4,239.71 | 2,11,985.5 |
| 107 | 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 | 30.00 | 6,908.11 | 2,07,243.3 |
| 108 | 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 | 30.00 | 5,917.1 | 1,77,513 |
| 109 | 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 | 50.00 | 8,361.59 | 4,18,079.5 |
| 110 | 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 | 60.00 | 1,171.89 | 70,313.4 |
| 111 | 26.5 mm dia. | Each | 10.00 | 3,852.64 | 38,526.4 |
| 112 | 28.75 mm dia. | Each | 5.00 | 4,386.94 | 21,934.7 |
| 113 | 31.75 mm dia. | Each | 5.00 | 5,818.48 | 29,092.4 |
| 114 | Fabricating of check rails of 52Kg and 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor's labour, tools and materials complete. Note: 1. Rails shall be supplied by Railways 2.The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly with in a lead of 500m. 4.Drilling of holes shall be paid under relevant item. | RM | 200.00 | 269.12 | 53,824 |
| 115 | Dismantling Check Rail on curves on track of all rail sections, duly removing fish plates and bolts including removing chairs from sleepers, leading and stacking released materials away from track clear of infringements, complete and as directed. | RM | 200.00 | 67.91 | 13,582 |
| 116 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores. | RM | 200.00 | 76.96 | 15,392 |
| 117 | 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 | 50.00 | 525.14 | 26,257 |
| 118 | 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 |
| 119 | Supplying and spraying in specified proportion Weedicide Chemical, capable to kill entire weed on track / cess / embankment with all labour, material, tools & plants etc. complete job in all respect. Scientific name of the chemical is Isopropylamine Salt of Glyphosate, in which active ingredient is Glyphosate (41%), colour is light amber to brownish, very low in toxicity and has favourable environmental characteristics. It will be ensured that no weed growth occurs up to six months period, otherwise re-spraying shall be done by the contractor free of cost. | Sqm | 500000.00 | 0.96 | 4,80,000 |
| 120 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 846.09 | 8,46,090 |
| 121 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 500.00 | 2,118.4 | 10,59,200 |
| 122 | Tractor with Trolley for local transportation or other misc. works. | Hour | 500.00 | 599.84 | 2,99,920 |
| 123 | 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 | 2000.00 | 753.26 | 15,06,520 |
| 124 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 50.00 | 610.59 | 30,529.5 |
| 125 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 100.00 | 819.35 | 81,935 |
| Schedule total | ₹5,93,86,835.99 | ||||
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