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Tender Value
₹16.9 Cr
EMD Value
₹33.9 L
Closing Date
21 Aug 2026, 3:00 pm
No
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN MTD
14 conditions · 2 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(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. (b) (1)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 fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a work contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
Defination of Similar Work :- Any Track works. (Note: -1. Fabrication of Glued joints should be done by RDSO approved manufacturer as per the extant guidelines on the subject. 2. Ballast supply/formation work will not be considered under this item)
10 conditions · 2 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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers 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.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Complete track renewal by PQRS in Merta road- Bikaner section of Jodhpur Division.
118of2026-27
118of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹33.9 L
31 Jul 2026
31 Jul 2026
7 Aug 2026
87 items across 2 schedules · ₹14,88,60,530.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Gas cutting of rail of various sections with contractor's tools & plants, as directed engineer in-charge : | by | — | — | — | |
| 1 | Rail section of 52Kg and above | Each | 7140.00 | 127.67 | 9,11,563.8 |
| Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall paid separately.(2) One set comprise complete SEJ on both rails at SEJ. | of and be | — | — | — | |
| 2 | Under Traffic Block Conditions | Set | 17.00 | 7,900.25 | 1,34,304.25 |
| 3 | Dismantling & removing existing (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed Engineer in charge. | SEJ Set by | 17.00 | 9,336.66 | 1,58,723.22 |
| Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings derailing switches with all types of rails sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling ballast to correct profile & stacking all released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear infringements, crossing of track, if complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item. | and and of the of any | — | — | — | |
| 4 | 1 in 12 Turnout (Under Traffic Block) | Set | 20.00 | 37,253.94 | 7,45,078.8 |
| Assembling complete BG Turnout staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, all lift & crossing of track as required and testing points with S&T staff for throw switch etc. at station yard after levelling surface complete including lubrication all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall paid separately 2. Required P.Way fittings/fastenings shall be supplied at SSE/P.Way stores. | on of of be the | — | — | — | |
| 5 | 1 in 12 Turnout | Set | 20.00 | 46,110.68 | 9,22,213.6 |
| Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on sleepers on ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of components, fittings with housing tongue rails as per requirement signaling, preparing ballast bed, filling spreading of ballast as required, linking turnout with track, attending track parameters including lifting, providing round of packing to make track fit for kmph speed including lubrication fittings/fastening, complete as directed Engineer in-charge. Note: Payment dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is included in this item and shall be paid under relevant item. | PSC per all of of and of one 20 of by for not | — | — | — | |
| 6 | 1 in 12 Turnouts | Set | 20.00 | 57,876.21 | 11,57,524.2 |
| Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre- defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over track, profiling and boxing following prescribed safety norms. | the all | — | — | — | |
| 7 | Under Traffic Block Conditions: | cum | 76320.00 | 56.2 | 42,89,184 |
| 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet prescribed tolerances and pass stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position fixing of joggled fish plate at new weld, be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification IRST/19-2020 with latest amendment. Hydraulic Weld trimmer shall be used chipping and profile Grinder for finishing. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor. | the all as of and to No 2. for 3. P. | — | — | — | |
| 8 | For 60 Kg - 90 UTS Rail | Each | 670.00 | 7,179.68 | 48,10,385.6 |
| 9 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest running line with suitable soil to designed profile The work shall include uprooting and disposing of all vegetation, benching at every 30 vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on quantities worked out from the cross sectional calculations only and worked 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. benching Work shall be done for maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum in the the Cm to the out The a | 50500.00 | 309.11 | 1,56,10,055 |
| De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments consumables inclusive of all lead & Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails keeping them on rollers provided at every 15 sleepers, working out elongation of ends depending on prevailing conditions, pulling rails with the help Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. | and lift. and rail site of in (1) | — | — | — | |
| 10 | Without Rail tensor | TRM | 41967.00 | 42.59 | 17,87,374.53 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall paid separately). | SSE be | — | — | — | |
| 11 | With 2 bolts | Set | 2940.00 | 117.37 | 3,45,067.8 |
| 12 | With Clamps | Set | 1260.00 | 166.97 | 2,10,382.2 |
| 13 | Replacing existing glued joint rail with rails or with glued joint rail or insertion glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings providing required gaps for carrying welding as an alternative to drilling holes joining rails with fish plates duly drilling holes as required including stacking released material and as directed engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. Transportation of materials to the site work from supply points, if more than 250m, shall be paid separately. | cut Each of and out or of by (2) of | 240.00 | 1,929.81 | 4,63,154.4 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, etc. including liner contact area (excluding bottom of foot) and fishing plane as requirement with two coats of thickness 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as complete job as per procedure prescribed in latest edition of IRPWM Note: 60% payment shall be made if painting on only gauge face side is done. | foot per of a of | — | — | — | |
| 14 | For 60 Kg Rails | TRM | 41967.00 | 79.02 | 33,16,232.34 |
| 15 | PQRS: Pre Block activity: Removing of existing ballast from crib portion of the length of existing PSC sleeper and further up to the bottom of sleepers accommodate new sleeper and dumping the ballast so removed on 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. | the TRM full to the | 41967.00 | 34.66 | 14,54,576.22 |
| 16 | PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on track with Railway's portal crane, Linking Track with all fittings, placing ballast required in crib and shoulders, aligning surfacing of track, attending track parameters and initial packing to track allow traffic at restricted speed of 20 kmph with contractor's labour, tools complete and lead & lift as directed by 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 to to of as and to etc, the | 41967.00 | 44.05 | 18,48,646.35 |
| 17 | Laying of auxiliary track with all types rails, already available on cess, fixing rails on wooden blocks / CST-9 pots at 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 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 packing. Subsequently, dismantling auxiliary track after completion of PQRS work at site by way of removing wooden blocks / CST-9 pots and carrying same 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. | of TRM 2m / BG of to | 41967.00 | 47.04 | 19,74,127.68 |
| In PQRS work, through rail renewal of track on PSC sleepers of any density with all types of rails / rail panels lying auxiliary track or on cess for replacement of service rails including handling of rails by way of dragging, pairing etc. leading released service rails to load into BFR / Lorry or to shift to next location including crossing of track with lead & and any other incidental works as required. | BG in and lift | — | — | — | |
| 18 | For rails up to 13m length | TRM | 1258.00 | 123.47 | 1,55,325.26 |
| 19 | For rails of more than 13m and up to 40m length | TRM | 210.00 | 116.58 | 24,481.8 |
| 20 | For rails above 40m length | TRM | 40500.00 | 116.45 | 47,16,225 |
| 21 | Carrying out preparatory works operation of Ballast Cleaning Machine (BCM) which includes making trench track for inserting cutter bar, supporting track on wooden block supplied Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same 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. | for TRM in by in | 41967.00 | 16.88 | 7,08,402.96 |
| 22 | Carrying out various works during operation of BCM, like filling up of ballast deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM at PSC | 41967.00 | 41.96 | 17,60,935.32 |
| 23 | Removal of screened muck discharged BCM, where muck disposal on side slope restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep alternatively carting it up to 50m disposing off beyond the end of cutting platform and making up cess wherever low. | by TRM is or for / | 23957.00 | 31.87 | 7,63,509.59 |
| 24 | Removing the ballast from shoulders, over after BCM working, screening same removing the muck and putting back the screened ballast into track, boxing ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required cess repairs and as directed by Engineer-in-charge. Note: This item shall be used only when BRM is not available. | left TRM the the for the | 41967.00 | 22.06 | 9,25,792.02 |
| 25 | 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 free from ballast, spacing and squaring sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to & post working Note: Payment shall made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed restoration of complete ballast profile cess profile. | TRM top of pre be and and | 41967.00 | 39.58 | 16,61,053.86 |
| 26 | Making cess in deep screened track using screened muck discharged by BCM where cess is low or cutting cess required depth up to 4m from centre track, where cess is high and disposing extra muck beyond 5m from edge cutting which are up to 3m deep alternatively carting it up to 50m disposing it off beyond cutting platforms, so as to make cess as standard profile including providing proper slope. | by TRM to of off of or for or per | 41967.00 | 35.29 | 14,81,015.43 |
| 27 | Carrying out Through packing of sleepers to make track fit for 30 KM speed as procedure stipulated in latest version IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | TRM per of | 41967.00 | 91.06 | 38,21,515.02 |
| Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment ballast, heaping-up of ballast, filling-up cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; Digging, screening and replenishment ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening loose fittings immediately before & after tamping; (6) Replacement of broken missing fittings supplied by Railway; Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: Tamping blocks are not identical & it may be given at any time either during day night. 2. Stages of payment a) 30% of rate will be paid on completion of tamping attention, b) Balance 70% of rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry pre/during/post operation. 4.Payment shall be made only once in irrespective numbers of TTRM packing round and after restoration of normal speed restoration of complete ballast profile. | of of (3) (4) of of / (7) of 1. or the pre the out of and | — | — | — | |
| 28 | For day time block working | TRM | 125900.00 | 20.3 | 25,55,770 |
| Pre, during & post tamping operations, tamping of track on level crossing portion on all types of track structure and density, during traffic block, duly opening the road surface by digging up to the required width and up to 50mm below bottom of sleeper to facilitate tamping, removing and refilling ballast, adjustment of deficient ballast necessary by picking from adjoining track/shoulder/cribs, removing and refixing all inter locking gears interfering, removing and re-fixing of check rails and painting running rail & check rail with coal emulsion, completing road surface smooth motorable condition after tamping is over, including tightening of loose fittings, replacement of broken/missing fittings, correction of displaced sleepers correct position and as directed Engineer in charge. | for if of tar to to by | — | — | — | |
| 29 | Level crossing with asphalted surface | Sqm | 1100.00 | 406.25 | 4,46,875 |
| 30 | Level crossing with CC block surface | Sqm | 2240.00 | 350.76 | 7,85,702.4 |
| Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift complete, as directed by Engineer charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification TM/SM/4, dated 24.04.1991. Note: This item shall only be used in specific circumstances on specific order Engineer-in-Charge. | etc. in- No. of | — | — | — | |
| 31 | 60 Kg - 90 UTS - Outside Track | Each | 2100.00 | 285.32 | 5,99,172 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in types of rail section with contractor's tools & plants, equipment, consumable with lead & lift etc. complete, as directed Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification TM/SM/3, dated 24.04.1991. | all all by No. | — | — | — | |
| 32 | Outside Track | Each | 12590.00 | 50.01 | 6,29,625.9 |
| 33 | On Running Line | Each | 840.00 | 67.23 | 56,473.2 |
| 34 | Loading / unloading of concrete sleepers from cess to BFR / BRH wagons and vice- versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift complete, as directed by Engineer charge. | Each etc. in- | 69665.00 | 29.56 | 20,59,297.4 |
| 35 | Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools & plants, equipment, consumable with lead & lift etc. complete, as directed 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 all by | 25190.00 | 37.98 | 9,56,716.2 |
| Loading, unloading and hauling of 52Kg 60Kg rail more than 13 metre and up to metre length by Railway's Rail Dolly / Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre. | / 39 Dip | — | — | — | |
| 36 | For lead up to 500m | MT | 4365.00 | 463.74 | 20,24,225.1 |
| 37 | For lead beyond 500 metre and up to 1 Km | MT | 4365.00 | 675.16 | 29,47,073.4 |
| 38 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 4365.00 | 84.44 | 3,68,580.6 |
| Unloading of all type of rails of length metre and beyond from end unloading rake and keep the panels in head-up position specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen Acetylene gas with cutter as standby during the period of work. | 130 at and | — | — | — | |
| 39 | During period of traffic block | MT | 5040.00 | 31.32 | 1,57,852.8 |
| Loading, leading and unloading of all types of P.Way fittings and all other m iscellane o us m a t e r i a l except Rails, sleepers, switches, crossings, SEJs Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | and | — | — | — | |
| 40 | Lead beyond 100 Km and up to 150 Km | MT | 420.00 | 990.6 | 4,16,052 |
| 41 | Extra for every Km per MT beyond 150 over item no. 172047 | Km MT-Km | 63000.00 | 3.29 | 2,07,270 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading unloading. 2. Loading and unloading shall be paid extra under relevant items. | and | — | — | — | |
| 42 | Lead beyond 100 Km and up to 150 Km | MT | 22310.00 | 867.28 | 1,93,49,016.8 |
| 43 | Extra for every Km per MT beyond 150 over item no. 172057 | Km MT-Km | 3346500.00 | 3.29 | 1,10,09,985 |
| Collection, segregation and stacking various scattered P.Way materials nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing track(s) wherever necessary as directed Engineer-in-Charge. | of at of by | — | — | — | |
| 44 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 4365.00 | 392.28 | 17,12,302.2 |
| 45 | All type of PSC sleepers | MT | 18100.00 | 429.95 | 77,82,095 |
| 46 | P.Way fittings of all types and other similar loose items | MT | 335.00 | 414.33 | 1,38,800.55 |
| 47 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as 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 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 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. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM per & to and 2. | 700.00 | 1,044.74 | 7,31,318 |
| 48 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading sleepers with in a free lead and handling etc., with all contractor's men material complete and as directed by Engineer-in-charge. Note: Earth-work will be paid separately under relevant item. | Each by the lift, the to | 210.00 | 4,211.6 | 8,84,436 |
| Schedule total | ₹11,19,75,489.8 | ||||
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