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Tender Value
₹7.3 Cr
EMD Value
₹14.6 L
Closing Date
24 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii)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) (iii) 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 Contract or 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 notarized, 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 fulfilment 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 sublated, in last 5 years, ending last day of month previous to the one in which tender is invited through a works 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
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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.
Similar Nature of Work:- Any Track Work
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
ADEN-Line-JP Sub division:- JP-FL Section-TBR(UP)Line-54.750 Km and other Miscellaneous work in Jurisdiction of ADEN-Line-JP section.
ENGG-JP-2026-27-50
ENGG-JP-2026-27-50
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹14.6 L
24 Jun 2026
25 May 2026
10 Jun 2026
114 items across 1 schedule · ₹5,84,74,923.38 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 5150.00 | 215.53 | 11,09,979.5 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 5150.00 | 38 | 1,95,700 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 5150.00 | 40.24 | 2,07,236 |
| 4 | Locations other than Ballasted Deck Bridge | Each | 2060.00 | 507.15 | 10,44,729 |
| 5 | Ballasted Deck Bridge | Each | 50.00 | 599.3 | 29,965 |
| 6 | Fish plates of 6 bolts. | Joint | 100.00 | 302.64 | 30,264 |
| 7 | 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 | 4120.00 | 56.16 | 2,31,379.2 |
| 8 | 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 | 33000.00 | 5.16 | 1,70,280 |
| 9 | 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 | 2060.00 | 53.1 | 1,09,386 |
| 10 | By using Contractor's Grease Graphite | Each | 10300.00 | 38.35 | 3,95,005 |
| 11 | GRSP | Each | 10300.00 | 22.26 | 2,29,278 |
| 12 | ERCs | Each | 10300.00 | 7.43 | 76,529 |
| 13 | Metal/GFN Liners | Each | 20600.00 | 4.95 | 1,01,970 |
| 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 with 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 | 2060.00 | 294.73 | 6,07,143.8 |
| 15 | Rail section of 52Kg and above | Each | 520.00 | 127.67 | 66,388.4 |
| 16 | 1 in 8½ Points & Crossing | Set | 2.00 | 14,360.08 | 28,720.16 |
| 17 | 1 in 12 Points & Crossing | Set | 20.00 | 19,545.93 | 3,90,918.6 |
| 18 | Sleepers up to 2.85 m length | Each | 100.00 | 651.53 | 65,153 |
| 19 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 898.16 | 89,816 |
| 20 | Sleepers of more than 4.20 m length | Each | 100.00 | 1,416.3 | 1,41,630 |
| 21 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 4120.00 | 623.04 | 25,66,924.8 |
| 22 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 2060.00 | 996.86 | 20,53,531.6 |
| 23 | For average lead up to 50m and lift up to 5m | cum | 100.00 | 100.3 | 10,030 |
| 24 | 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 | 54750.00 | 28.14 | 15,40,665 |
| 25 | Under Traffic Block Conditions: | cum | 54750.00 | 56.2 | 30,76,950 |
| 26 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 520.00 | 2,079.91 | 10,81,553.2 |
| 27 | For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 200.00 | 1,917.13 | 3,83,426 |
| 28 | With Rail pegs | Each | 700.00 | 146.96 | 1,02,872 |
| 29 | With Tie bar pegs | Each | 700.00 | 96.99 | 67,893 |
| 30 | Linking of track at level crossing locations as per RDSO drawings with any type of rail section and sleeper on prepared formation including leading free rails/welded panels available along the alignment on to formation, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, excavating level crossing portion as necessary, fixing check rails to running rails, providing C.C blocks, chairs, anti corrosive painting to running rails and check rails, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: Rail cutting and hole drilling, if required, shall be paid separately under relevant item. | TRM | 50.00 | 466.97 | 23,348.5 |
| 31 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 4120.00 | 134 | 5,52,080 |
| 32 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2060.00 | 147.4 | 3,03,644 |
| 33 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 4120.00 | 103.08 | 4,24,689.6 |
| 34 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2060.00 | 113.38 | 2,33,562.8 |
| 35 | 1 in 8½ PSC layout | Set | 10.00 | 12,240.79 | 1,22,407.9 |
| 36 | 1 in 12 PSC layout | Set | 20.00 | 15,946.88 | 3,18,937.6 |
| 37 | With Contractor's Hydraulic Rail tensor | TRM | 30000.00 | 47.38 | 14,21,400 |
| 38 | Without Rail tensor | TRM | 79500.00 | 42.59 | 33,85,905 |
| 39 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be d e d u c t e d for each such person or non- availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 30.00 | 15,058.66 | 4,51,759.8 |
| 40 | 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 | 100.00 | 1,929.81 | 1,92,981 |
| 41 | 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 | 1030.00 | 291.74 | 3,00,492.2 |
| 42 | 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 | 20600.00 | 34.63 | 7,13,378 |
| 43 | 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 | 51500.00 | 15.94 | 8,20,910 |
| 44 | Making kutcha trapezoidal side drain of bottom width as 300mm and depth of 450mm in cutting section by excavation in all types of soil including utilising excavated muck for dressing of cess, slopes etc. in Railway land. | RM | 2060.00 | 136.47 | 2,81,128.2 |
| 45 | For 60 Kg Rails | TRM | 5150.00 | 79.02 | 4,06,953 |
| 46 | For 52 Kg Rails | TRM | 8000.00 | 70.21 | 5,61,680 |
| 47 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 200.00 | 129.15 | 25,830 |
| 48 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re-fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM | 54750.00 | 16.88 | 9,24,180 |
| 49 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM | 54750.00 | 41.96 | 22,97,310 |
| 50 | Removal of screened muck discharged by BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 10300.00 | 31.87 | 3,28,261 |
| 51 | Removal of screened muck discharged by FRM/SBCM where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 54750.00 | 21.25 | 11,63,437.5 |
| 52 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 5150.00 | 2.97 | 15,295.5 |
| 53 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | TRM | 36050.00 | 22.06 | 7,95,263 |
| 54 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM | 54750.00 | 39.58 | 21,67,005 |
| 55 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM | 54750.00 | 35.29 | 19,32,127.5 |
| 56 | Carrying out Through packing of sleepers to make track fit for 30 KM speed as per procedure stipulated in latest version of IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | TRM | 2000.00 | 91.06 | 1,82,120 |
| 57 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re- fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 36050.00 | 33.12 | 11,93,976 |
| 58 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM | 2000.00 | 448.25 | 8,96,500 |
| 59 | For day time block working | TRM | 54750.00 | 20.3 | 11,11,425 |
| 60 | Level crossing with asphalted surface | Sqm | 7200.00 | 406.25 | 29,25,000 |
| 61 | Level crossing with CC block surface | Sqm | 2060.00 | 350.76 | 7,22,565.6 |
| 62 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 1030.00 | 112.28 | 1,15,648.4 |
| 63 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 10.00 | 9,996.74 | 99,967.4 |
| 64 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,639.19 | 2,32,783.8 |
| 65 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 300.00 | 4,049.94 | 12,14,982 |
| 66 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 300.00 | 3,835.87 | 11,50,761 |
| 67 | 60 Kg - 110/90 UTS - Outside Track | Each | 200.00 | 219.76 | 43,952 |
| 68 | 60 Kg - 110/90 UTS - On Running Line | Each | 600.00 | 280.99 | 1,68,594 |
| 69 | Outside Track | Each | 400.00 | 50.01 | 20,004 |
| 70 | On Running Line | Each | 400.00 | 67.23 | 26,892 |
| 71 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 600.00 | 124.5 | 74,700 |
| 72 | For lead up to 500 metre. | MT | 600.00 | 410.32 | 2,46,192 |
| 73 | For lead beyond 500 metre and up to 1 Km. | MT | 600.00 | 529.6 | 3,17,760 |
| 74 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 5400.00 | 63.38 | 3,42,252 |
| 75 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 600.00 | 26.44 | 15,864 |
| 76 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 600.00 | 92.69 | 55,614 |
| 77 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 300.00 | 95.87 | 28,761 |
| 78 | For lead up to 500 metres | MT | 300.00 | 319.49 | 95,847 |
| 79 | For lead beyond 500 metre and up to 1 Km | MT | 300.00 | 474.19 | 1,42,257 |
| 80 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 2700.00 | 49.44 | 1,33,488 |
| 81 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 300.00 | 28.62 | 8,586 |
| 82 | Lead up to 5 Km | MT | 100.00 | 59.47 | 5,947 |
| 83 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 103.5 | 5,175 |
| 84 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 162.89 | 8,144.5 |
| 85 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 234.56 | 11,728 |
| 86 | Lead beyond 30 Km and up to 50 km | MT | 500.00 | 333.24 | 1,66,620 |
| 87 | Lead beyond 50 Km and up to 100 Km | MT | 250.00 | 546.3 | 1,36,575 |
| 88 | Lead beyond 100 Km and up to 150 Km | MT | 250.00 | 867.28 | 2,16,820 |
| 89 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 25000.00 | 3.29 | 82,250 |
| 90 | From Truck / Trailer | MT | 300.00 | 91.41 | 27,423 |
| 91 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 200.00 | 392.28 | 78,456 |
| 92 | All type of PSC sleepers | MT | 500.00 | 429.95 | 2,14,975 |
| 93 | P.Way fittings of all types and other similar loose items | MT | 100.00 | 414.33 | 41,433 |
| 94 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 1000.00 | 393.2 | 3,93,200 |
| 95 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in- charge. | RM | 400.00 | 193.58 | 77,432 |
| 96 | 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 | 500.00 | 1,044.74 | 5,22,370 |
| 97 | 120mm thick blocks of M-40 grade for heavy traffic. | Sqm | 500.00 | 1,449.66 | 7,24,830 |
| 98 | 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 | 8,405.67 | 4,20,283.5 |
| 99 | 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 | 100.00 | 7,828.72 | 7,82,872 |
| 100 | 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 | 8,289.78 | 8,28,978 |
| 101 | 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 | 50.00 | 6,988.14 | 3,49,407 |
| 102 | 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 | 106.00 | 6,008.27 | 6,36,876.62 |
| 103 | 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 | 8,543.06 | 4,27,153 |
| 104 | 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 | 50.00 | 1,137.1 | 56,855 |
| 105 | For erection | Each | 530.00 | 272.4 | 1,44,372 |
| 106 | For removal | Each | 530.00 | 223.3 | 1,18,349 |
| 107 | For Removing | Each | 100.00 | 248.86 | 24,886 |
| 108 | For Fixing / Re-erecting | Each | 100.00 | 248.86 | 24,886 |
| 109 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in- charge. Note: Earth-work will to be paid separately under relevant item. | Each | 300.00 | 4,211.6 | 12,63,480 |
| 110 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 2000.00 | 864.02 | 17,28,040 |
| 111 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 800.00 | 964.49 | 7,71,592 |
| 112 | Tractor with Trolley for local transportation or other misc. works. | Hour | 1000.00 | 167.24 | 1,67,240 |
| 113 | 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 | 55.00 | 417.44 | 22,959.2 |
| 114 | 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 | 575.4 | 57,540 |
| Schedule total | ₹5,84,74,923.38 | ||||
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