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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
3 Nov 2026, 3:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
76 conditions · 3 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
MAKHOLI-MATHURA Section - TRR(P) - 4.307 kms with 60kg rails, TTR(FS) - 06 sets, TFR - 11.604 Kms and TFR(R) - 1.934 kms.
191-2026~WCR
191-2026
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹1.8 L
9 Oct 2026
9 Oct 2026
20 Oct 2026
108 items across 2 schedules · ₹97,35,992.63 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. | — | — | — | — | |
| 1 | More than 40 m long rail panel | RM | 8614.00 | 15.18 | 1,30,760.52 |
| Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | — | — | — | — | |
| 2 | For Through Rail Renewal work | TRM | 4307.00 | 47.04 | 2,02,601.28 |
| Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 3 | For Through Rail Renewal work | TRM | 4307.00 | 48.48 | 2,08,803.36 |
| Re-spacing of existing PSC sleepers for Increasing Sleeper Density (ISD) work in track after marking of sleeper spacing as per required sleeper density, including fixing all fastenings and initial packing and all associated work required to complete the work, as directed. Note: Insertion of new sleeper will be paid extra under relevant item. | — | — | — | — | |
| 4 | For location of work not involving deep screening | TRM | 1000.00 | 173.9 | 1,73,900 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 5 | Fish plates with 4 fish bolts. | Joint | 35.00 | 225.92 | 7,907.2 |
| 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 | 19263.00 | 36.22 | 6,97,705.86 |
| 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 | 3210.00 | 33.61 | 1,07,888.1 |
| 8 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 105650.00 | 4.6 | 4,85,990 |
| 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 | 600.00 | 58.59 | 35,154 |
| 10 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 5000.00 | 6.13 | 30,650 |
| Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete. | — | — | — | — | |
| 11 | By using Contractor's Grease Graphite | Each | 2500.00 | 41.73 | 1,04,325 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 12 | Rail section of 52Kg and above | Each | 700.00 | 152.2 | 1,06,540 |
| 13 | 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 | 5.00 | 9,121.79 | 45,608.95 |
| Casual renewal of PSC sleepers on points and crossings, derailing switches and diamonds portion of any layout including packing under new sleepers. All the released materials shall be stacked at specified location in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed with contractor's vehicles, consumables, stores, labour etc. complete, as directed by Engineer in-charge. Note: Approach and Exit sleepers shall be paid as normal sleepers under relevant item. | — | — | — | — | |
| 14 | Sleepers up to 2.85 m length | Each | 192.00 | 638.42 | 1,22,576.64 |
| 15 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 252.00 | 879.25 | 2,21,571 |
| 16 | Sleepers of more than 4.20 m length | Each | 108.00 | 1,385.21 | 1,49,602.68 |
| 17 | Fabrication, supply and fixing of hand operated lever boxes with pull rod of 33mm dia to Drg.No. MA3040 including lead, lift, loading, unloading, tools and plants, transportation, crossing of track wherever necessary as directed by Engineer-in- charge at site. Note: 1. Rate including Fabrication, Supply and Fixing of hand operated boxes. 2. Spring point lever (Self reversing type) as per drawing no. TMC- 12 (Sheet 1,2,3). | Set | 5.00 | 18,343.79 | 91,718.95 |
| 18 | Fabrication, supply and fixing of MS lock pins/bolts for stock and tongue rails made out of MS 40mm dia of length 200mm with head cutting, lathe machining, milling, drilling, welding the rod with MS flat of 6mm thick of suitable size as required at site with MS split pins/bolts and supplying of remaining ancillary materials required at for locking, including all taxes, lead, lift, loading and un loading , tools and plants, transportation, crossing of track whenever necessary etc., complete and as directed by Engineer-in-charge at site. | Set | 5.00 | 1,292.18 | 6,460.9 |
| Re-spacing of PSC sleepers of existing turnout after pre-marking of sleeper locations as per standard layout drawings, removing ballast and all other fittings/fastenings to clear obstruction for shifting as required, shifting of sleeper at correct location, fixing of all fittings/fastenings, ballasting, requisite packing, boxing and profiling, complete as directed by Engineer-in-charge. Note: Prior inspection and recording defective spacing and approval of Engineer-in-Charge shall be mandatory for operating this item. | — | — | — | — | |
| 19 | Turnout sleepers of length up to 2.85 m | Each | 192.00 | 144.56 | 27,755.52 |
| 20 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 252.00 | 173.47 | 43,714.44 |
| 21 | Sleepers of length more than 4.20 m | Each | 108.00 | 187.93 | 20,296.44 |
| Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. | — | — | — | — | |
| 22 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 600.00 | 975.91 | 5,85,546 |
| 23 | 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 | 3500.00 | 27.59 | 96,565 |
| 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 the track, profiling and boxing following all prescribed safety norms. | — | — | — | — | |
| 24 | Under Traffic Block Conditions: | cum | 1100.00 | 55.06 | 60,566 |
| 25 | 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 | 1500.00 | 367.63 | 5,51,445 |
| First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 26 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 4307.00 | 144.51 | 6,22,404.57 |
| Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. | — | — | — | — | |
| 27 | 1 in 8½ PSC layout | Set | 3.00 | 12,021.37 | 36,064.11 |
| 28 | 1 in 12 PSC layout | Set | 3.00 | 15,640.49 | 46,921.47 |
| Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer in-charge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. | — | — | — | — | |
| 29 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 3500.00 | 186.72 | 6,53,520 |
| De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. 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 and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) 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. | — | — | — | — | |
| 30 | Without Rail tensor | TRM | 17845.00 | 50.9 | 9,08,310.5 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in- charge (drilling of holes in rail, if required, shall be paid separately). | — | — | — | — | |
| 31 | With 2 bolts | Set | 50.00 | 115.97 | 5,798.5 |
| 32 | 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. N o t e : (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 | 50.00 | 1,884.92 | 94,246 |
| Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall. | — | — | — | — | |
| 33 | With Railway's wooden block (by cutting Railway's wooden sleepers into blocks by sawing to size) | Each | 100.00 | 217.27 | 21,727 |
| 34 | 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 | 10000.00 | 15.62 | 1,56,200 |
| 35 | 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 | 600.00 | 32.45 | 19,470 |
| 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 of ballast, heaping-up of ballast, filling-up of 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, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of 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: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the 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 out pre/during/post operation. 4.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. | — | — | — | — | |
| 36 | For day time block working | TRM | 17845.00 | 19.88 | 3,54,758.6 |
| Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block. | — | — | — | — | |
| 37 | 1 in 8½ Turnouts | Set | 3.00 | 5,861.17 | 17,583.51 |
| 38 | 1 in 12 Turnouts | Set | 3.00 | 6,823.68 | 20,471.04 |
| 39 | Carrying out various miscellaneous works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder:(1) Bringing water from nearby source and cleaning machine with water jet or any suitable means;(2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums;(3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).;(4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge;(5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. | Shift | 200.00 | 1,467.72 | 2,93,544 |
| Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | — | — | — | — | |
| 40 | 60 Kg - 110/90 UTS - Outside Track | Each | 100.00 | 261.75 | 26,175 |
| 41 | 60 Kg - 110/90 UTS - On Running Line | Each | 200.00 | 331.17 | 66,234 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 42 | Outside Track | Each | 100.00 | 53.95 | 5,395 |
| 43 | On Running Line | Each | 200.00 | 71.32 | 14,264 |
| 44 | 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 | 50.00 | 39.72 | 1,986 |
| Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | — | — | — | — | |
| 45 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 200.00 | 299.39 | 59,878 |
| Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip 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. | — | — | — | — | |
| 46 | For lead up to 500m | MT | 200.00 | 454.17 | 90,834 |
| 47 | For lead beyond 500 metre and up to 1 Km | MT | 300.00 | 660.65 | 1,98,195 |
| Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work. | — | — | — | — | |
| 48 | During period of traffic block | MT | 200.00 | 30.73 | 6,146 |
| Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 49 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 140.00 | 317.74 | 44,483.6 |
| Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | — | — | — | — | |
| 50 | Lead up to 5 Km | MT | 2.00 | 175.92 | 351.84 |
| 51 | Lead beyond 5 Km and up to 10 km | MT | 3.00 | 218.17 | 654.51 |
| 52 | Lead beyond 10 Km and up to 20 km | MT | 3.00 | 275.73 | 827.19 |
| 53 | Lead beyond 20 Km and up to 30 km | MT | 4.00 | 345.9 | 1,383.6 |
| 54 | Lead beyond 30 Km and up to 50 km | MT | 5.00 | 443.4 | 2,217 |
| 55 | Lead beyond 50 Km and up to 100 Km | MT | 20.00 | 655.86 | 13,117.2 |
| 56 | Lead beyond 100 Km and up to 150 Km | MT | 50.00 | 973.94 | 48,697 |
| 57 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 16500.00 | 3.25 | 53,625 |
| 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 and unloading. 2. Loading and unloading shall be paid extra under relevant items. | — | — | — | — | |
| 58 | Lead up to 5 Km | MT | 10.00 | 53.94 | 539.4 |
| 59 | Lead beyond 5 Km and up to 10 km | MT | 15.00 | 96.2 | 1,443 |
| 60 | Lead beyond 10 Km and up to 20 km | MT | 20.00 | 153.76 | 3,075.2 |
| 61 | Lead beyond 20 Km and up to 30 km | MT | 25.00 | 223.92 | 5,598 |
| 62 | Lead beyond 30 Km and up to 50 km | MT | 30.00 | 321.42 | 9,642.6 |
| 63 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 533.89 | 26,694.5 |
| 64 | Lead beyond 100 Km and up to 150 Km | MT | 200.00 | 851.96 | 1,70,392 |
| 65 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 73455.00 | 3.25 | 2,38,728.75 |
| Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 66 | From DMT - During period of traffic block | MT | 70.00 | 222.07 | 15,544.9 |
| 67 | From Truck / Trailer | MT | 70.00 | 103.01 | 7,210.7 |
| Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re- fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in-charge. | — | — | — | — | |
| 68 | Level crossings with asphalted road surface | Sqm | 300.00 | 600.77 | 1,80,231 |
| 69 | Paving of level crossing road surface with Railway's precast RCC slab / blocks as per standards / approved drawings for light and heavy vehicles on bed of sand, moorum or gravel, duly compacted and joints filled with mixture of sand & tar/bitumen in proportion of 1:2 by weight. | Sqm | 400.00 | 276.96 | 1,10,784 |
| 70 | Provision of one Asphalt Speed Breaker Rumble Strip on each side of the approaches of manned level crossings as per approved drawing including painting two coats with paint of approved quality and colour. | RM | 150.00 | 858.78 | 1,28,817 |
| Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, 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 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 71 | 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 | 5.00 | 7,994.87 | 39,974.35 |
| 72 | 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 | 10.00 | 6,778.28 | 67,782.8 |
| 73 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 5.00 | 7,994.87 | 39,974.35 |
| 74 | 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 | 10.00 | 10,062.35 | 1,00,623.5 |
| 75 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 200.00 | 735.87 | 1,47,174 |
| Schedule total | ₹94,95,366.13 | ||||
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