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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹11.6 Cr
EMD Value
₹7.3 L
Closing Date
16 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
(PH-31)
ENGG
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever is less ; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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.
Defination of Similar Work :- Any Railway track work or track maintenance work.
21 conditions · 6 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
The original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/HYB Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids). Railway will not assume any responsibility for any delay in case the BG is sent through courier/postal department. Any BG received by post/courier on or after the closing date of bid submission shall not be taken.
AII the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions / Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Tender value is including escalation of (-)15% (minus ten percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
Hyderabad division: Secunderabad -Dhone Section: (1) SSE/Pway/KCG Jurisdiction: Proposed safety related Yard improvement & up gradation works at various yards (2) SSE/Pway/SHNR Jurisdiction: Proposed safety related Yard improvement & up gradation works at various yards
03_DRM_W_HYB_26
03_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹7.3 L
16 Feb 2026
23 Jan 2026
144 items across 7 schedules · ₹11,67,23,982.97 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | More than 40 m long rail panel | RM | 18014.00 | 12.46 | 2,24,454.44 |
| 2 | For Through Rail Renewal work | TRM | 9564.00 | 39.9 | 3,81,603.6 |
| 3 | For location work not involving deep screening | Each | 1900.00 | 293.33 | 5,57,327 |
| 4 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 5132.00 | 307.99 | 15,80,604.68 |
| 5 | Locations other than Ballasted Deck Bridge | Each | 1170.00 | 407.84 | 4,77,172.8 |
| 6 | Fish plates with 4 fish bolts. | Joint | 725.00 | 189.37 | 1,37,293.25 |
| 7 | For 1.00m long fishplates | Joint | 425.00 | 112.94 | 47,999.5 |
| 8 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 52000.00 | 1.95 | 1,01,400 |
| 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 | 10300.00 | 44.66 | 4,59,998 |
| 10 | 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 | 2580.00 | 250.56 | 6,46,444.8 |
| 11 | Rail section of 52Kg and above | Each | 17300.00 | 110.77 | 19,16,321 |
| 12 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 46.00 | 7,559.55 | 3,47,739.3 |
| 13 | 1 in 8½ Turnout (Under Traffic Block) | Set | 2.00 | 26,669.25 | 53,338.5 |
| 14 | 1 in 12 Turnout (Under Traffic Block) | Set | 31.00 | 30,595.82 | 9,48,470.42 |
| 15 | 1 in 8½ Turnout | Set | 3.00 | 33,534.07 | 1,00,602.21 |
| 16 | 1 in 12 Turnout | Set | 37.00 | 37,709.77 | 13,95,261.49 |
| 17 | 1 in 8½ Turnouts | Set | 2.00 | 42,525.68 | 85,051.36 |
| 18 | 1 in 12 Turnouts | Set | 24.00 | 49,414.12 | 11,85,938.88 |
| 19 | Derailing Switch | Set | 14.00 | 9,459.92 | 1,32,438.88 |
| 20 | For 1 in 8½ Points & Crossing | Set | 25.00 | 6,796.72 | 1,69,918 |
| 21 | For 1 in 12 Points & Crossing | Set | 84.00 | 8,574.84 | 7,20,286.56 |
| 22 | For Derailing Switch | Set | 18.00 | 5,018.6 | 90,334.8 |
| 23 | Sleepers up to 2.85 m length | Each | 1050.00 | 524.03 | 5,50,231.5 |
| 24 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 1475.00 | 721.59 | 10,64,345.25 |
| 25 | Sleepers of more than 4.20 m length | Each | 1255.00 | 1,136.71 | 14,26,571.05 |
| 26 | 1 in 8½ Turnout | Set | 6.00 | 3,306.98 | 19,841.88 |
| 27 | 1 in 12 Turnout | Set | 41.00 | 3,618.15 | 1,48,344.15 |
| 28 | 1 in 8½ Switch Assembly | Set | 9.00 | 11,659.06 | 1,04,931.54 |
| 29 | 1 in 12 Switch Assembly | Set | 21.00 | 12,977.73 | 2,72,532.33 |
| 30 | For 1 in 12 Turnouts | Set | 33.00 | 26,527.96 | 8,75,422.68 |
| 31 | For 1 in 8.5 Turnouts | Set | 11.00 | 21,222.37 | 2,33,446.07 |
| 32 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 24.00 | 1,543.31 | 37,039.44 |
| 33 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 15.00 | 1,234.65 | 18,519.75 |
| 34 | For 1 in 16 Turnouts (Sleeper No 1 to 31and 5 approach sleepers) | Set | 1.00 | 1,851.97 | 1,851.97 |
| 35 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 24.00 | 4,026.75 | 96,642 |
| 36 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 15.00 | 3,221.4 | 48,321 |
| 37 | For 1 in 16 Turnouts (Sleeper No 32 to 76 & 87 to 101 and 8 approach sleepers) | Set | 1.00 | 4,832.1 | 4,832.1 |
| 38 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 24.00 | 1,148.17 | 27,556.08 |
| 39 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 15.00 | 918.54 | 13,778.1 |
| 40 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 14900.00 | 500.92 | 74,63,708 |
| 41 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 2070.00 | 711.28 | 14,72,349.6 |
| 42 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 16500.00 | 4.76 | 78,540 |
| 43 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track for 1 TRM in station yard / cutting. | Each | 2600.00 | 9.92 | 25,792 |
| 44 | 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 | 13000.00 | 154 | 20,02,000 |
| 45 | 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 | 42500.00 | 22.66 | 9,63,050 |
| 46 | Under Traffic Block Conditions: | cum | 5855.00 | 45.35 | 2,65,524.25 |
| 47 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. 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. | Each | 1036.00 | 1,443.86 | 14,95,838.96 |
| 48 | 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 | 11000.00 | 266.29 | 29,29,190 |
| 49 | Maximum Shifting / Slewing up to 1 metre | TRM | 3500.00 | 178.64 | 6,25,240 |
| 50 | Maximum Shifting / Slewing for more than 1 metre & up to 2 metres | TRM | 1150.00 | 214.4 | 2,46,560 |
| 51 | 1 in 8½ PSC layout | Set | 31.00 | 9,887.36 | 3,06,508.16 |
| 52 | 1 in 12 PSC layout | Set | 86.00 | 12,857.58 | 11,05,751.88 |
| 53 | 1 in 8½ Derailing Switch | Set | 27.00 | 1,407.84 | 38,011.68 |
| 54 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 8000.00 | 153.29 | 12,26,320 |
| 55 | Extra over Items 132011 to 132014 for working in yards | TRM | 8000.00 | 39.69 | 3,17,520 |
| 56 | With 4 bolts | Set | 275.00 | 105.95 | 29,136.25 |
| 57 | 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 | 239.00 | 1,567.39 | 3,74,606.21 |
| 58 | 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 | 920.00 | 257.55 | 2,36,946 |
| 59 | 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 | 5500.00 | 27.86 | 1,53,230 |
| 60 | For 60 Kg Rails | RM | 37200.00 | 47.27 | 17,58,444 |
| 61 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track for old painted joints in normal corrosive prone area for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to IS:9862 latest version on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: 1.Before painting, dust, dirt and flaked paint from the welded joint shall be removed thoroughly by scrapping with wire brush. Grease and oil shall be removed by use of appropriate solvent confirming to latest IS:1745. 2.Use of detergent followed by water washing should also be done to ensure removal of oil and grease apart from the greasing compound. 3.The paint should be procured along with the thinner recommended by the manufacturer of the paint. 4.No other thinner like kerosene oil should be used. | Each | 800.00 | 19.82 | 15,856 |
| 62 | 1 in 12 Turnout | Set | 59.00 | 1,110.71 | 65,531.89 |
| 63 | 1 in 8½ Turnout | Set | 65.00 | 717.27 | 46,622.55 |
| 64 | Derailing Switch | Set | 25.00 | 358.63 | 8,965.75 |
| 65 | LWR / SEJ Board | Each | 240.00 | 150.25 | 36,060 |
| 66 | 1 in 8½ Turnout | Each | 3.00 | 45,835.6 | 1,37,506.8 |
| 67 | 1 in 12 Turnout | Each | 37.00 | 52,764.51 | 19,52,286.87 |
| 68 | 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 | 2800.00 | 13.98 | 39,144 |
| 69 | 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 | 2800.00 | 33.79 | 94,612 |
| 70 | 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 | 1600.00 | 25.65 | 41,040 |
| 71 | 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 | 3500.00 | 2.38 | 8,330 |
| 72 | Extra to item nos. from 154030 and 154040 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track in cutting. | TRM | 1100.00 | 4.96 | 5,456 |
| 73 | 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 | 1550.00 | 17.77 | 27,543.5 |
| 74 | 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 | 2800.00 | 31.86 | 89,208 |
| 75 | 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 | 2800.00 | 28.5 | 79,800 |
| 76 | 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 | 2800.00 | 361.07 | 10,10,996 |
| 77 | For day time block working | TRM | 6300.00 | 16.42 | 1,03,446 |
| 78 | For night time block working | TRM | 3200.00 | 18.4 | 58,880 |
| 79 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 27.00 | 8,057.73 | 2,17,558.71 |
| 80 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 97.00 | 9,376.4 | 9,09,510.8 |
| 81 | Derailing Switch (Under Traffic Block Conditions) | Set | 25.00 | 2,969.59 | 74,239.75 |
| 82 | Extra to Item no. 156011 for night block working | Set | 13.00 | 1,208.66 | 15,712.58 |
| 83 | Extra to Item no. 156012 for night block working | Set | 41.00 | 1,406.46 | 57,664.86 |
| 84 | Extra to Item no. 156015 for night block working | Set | 11.00 | 445.44 | 4,899.84 |
| 85 | 60 Kg - 110/90 UTS - Outside Track | Each | 2900.00 | 212.2 | 6,15,380 |
| 86 | 52 Kg - 90 UTS - Outside Track | Each | 1450.00 | 191.5 | 2,77,675 |
| 87 | 60 Kg - 110/90 UTS - On Running Line | Each | 2600.00 | 270.31 | 7,02,806 |
| 88 | 52 Kg - 90 UTS- On Running Line | Each | 1150.00 | 219.15 | 2,52,022.5 |
| 89 | Outside Track | Each | 2300.00 | 50.55 | 1,16,265 |
| 90 | On Running Line | Each | 1200.00 | 64.84 | 77,808 |
| 91 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 550.00 | 34.01 | 18,705.5 |
| 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 | 170.00 | 942.22 | 1,60,177.4 |
| 93 | 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 | 190.00 | 1,056 | 2,00,640 |
| 94 | 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 | 60.00 | 417.41 | 25,044.6 |
| 95 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each | 22.00 | 14,080.46 | 3,09,770.12 |
| Schedule total | ₹4,76,75,639.37 | ||||
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