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Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
27 Aug 2026, 3:30 pm3d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
Above/Below/Par
WA SECTION
15 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information 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 one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT.
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. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Any P.Way works.
75 conditions · 2 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.
A. ADEN/GGC - Miscellaeous P.Way repairs and maintenance of track works. B. MXL-MTJ Section - Provision of Glued Joint in conection with provision of electronic interlocking and replacement of indoor signalling gears on age-cum condition basis for ensuring safety of trains at 04 stations.
144-2026~WCR
144-2026
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹2.1 L
4 Aug 2026
4 Aug 2026
13 Aug 2026
93 items across 3 schedules · ₹1,07,64,350.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cleaning out silt from bed of reservoir/canals including 50m lead and lift up to 1.5m. | cum 2000.00 | — | 220.89 | 4,41,780 |
| 2 | For Through Rail Renewal work | TRM 1500.00 | — | 47.04 | 70,560 |
| 3 | For Casual/Scattered Rail Renewal work | RM 600.00 | — | 37.25 | 22,350 |
| 4 | For Through Rail Renewal work | TRM 3000.00 | — | 48.48 | 1,45,440 |
| 5 | For Casual/Scattered Rail Renewal work | RM 800.00 | — | 39.44 | 31,552 |
| 6 | For location work not involving deep screening | Each 600.00 | — | 357.31 | 2,14,386 |
| 7 | For PSC wider base sleepers - For location of work not involving deep screening | Each 650.00 | — | 375.18 | 2,43,867 |
| 8 | Locations other than Ballasted Deck Bridge | Each 400.00 | — | 496.88 | 1,98,752 |
| 9 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper 13500.00 | — | 28.79 | 3,88,665 |
| 10 | 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 16000.00 | — | 36.22 | 5,79,520 |
| 11 | 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 4000.00 | — | 33.61 | 1,34,440 |
| 12 | For 1.00m long fishplates | Joint 270.00 | — | 134.92 | 36,428.4 |
| 13 | For 610 mm long fish plates. | Joint 250.00 | — | 94.54 | 23,635 |
| 14 | 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 3200.00 | — | 54.86 | 1,75,552 |
| 15 | 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 78391.00 | — | 4.6 | 3,60,598.6 |
| 16 | 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 2500.00 | — | 58.59 | 1,46,475 |
| 17 | By using Contractor's Grease Graphite | Each 6000.00 | — | 41.73 | 2,50,380 |
| 18 | On Cess | Each 200.00 | — | 257.81 | 51,562 |
| 19 | In-situ situation | Each 75.00 | — | 371.22 | 27,841.5 |
| 20 | In-situ situation | Each 137.00 | — | 495.2 | 67,842.4 |
| 21 | Hole of dia. 26.5mm and above | Each 450.00 | — | 279.14 | 1,25,613 |
| 22 | Hole of dia. below 26.5mm | Each 75.00 | — | 179.79 | 13,484.25 |
| 23 | Renewal of existing SEJ along 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 all new materials to site, transportation 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 | — | 8,312.34 | 41,561.7 |
| 24 | 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 8.00 | — | 9,121.79 | 72,974.32 |
| 25 | Sleepers up to 2.85 m length | Each 80.00 | — | 638.42 | 51,073.6 |
| 26 | Sleepers of length more than 2.85 m and up to 4.20 m | Each 120.00 | — | 879.25 | 1,05,510 |
| 27 | Sleepers of more than 4.20 m length | Each 50.00 | — | 1,385.21 | 69,260.5 |
| 28 | Turnout sleepers of length up to 2.85 m | Each 150.00 | — | 144.56 | 21,684 |
| 29 | Sleepers of length more than 2.85 m and up to 4.20 m | Each 250.00 | — | 173.47 | 43,367.5 |
| 30 | Sleepers of length more than 4.20 m | Each 100.00 | — | 187.93 | 18,793 |
| 31 | 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 13295.00 | — | 27.59 | 3,66,809.05 |
| 32 | Under Traffic Block Conditions: | cum 394.00 | — | 55.06 | 21,693.64 |
| 33 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM 1439.00 | — | 144.51 | 2,07,949.89 |
| 34 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM 1600.00 | — | 186.72 | 2,98,752 |
| 35 | Extra over Items 132011 to 132014 for working in yards | TRM 200.00 | — | 48.34 | 9,668 |
| 36 | Without Rail tensor | TRM 7439.00 | — | 50.9 | 3,78,645.1 |
| 37 | With 4 bolts | Set 125.00 | — | 128.66 | 16,082.5 |
| 38 | 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 75.00 | — | 1,884.92 | 1,41,369 |
| 39 | With Contractor's hard wood block. | Each 75.00 | — | 2,940.04 | 2,20,503 |
| 40 | 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 40.00 | — | 418.82 | 16,752.8 |
| 41 | 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 400.00 | — | 33.94 | 13,576 |
| 42 | 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 14920.00 | — | 15.62 | 2,33,050.4 |
| 43 | Trimming of tree branches coming within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. | Each 150.00 | — | 179.77 | 26,965.5 |
| 44 | For 60 Kg Rails | TRM 420.00 | — | 81.69 | 34,309.8 |
| 45 | 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 4200.00 | — | 25.17 | 1,05,714 |
| 46 | Kilometre & Gradient post | Each 420.00 | — | 102.93 | 43,230.6 |
| 47 | LWR / SEJ Board | Each 40.00 | — | 183.83 | 7,353.2 |
| 48 | Curve Board | Each 20.00 | — | 183.83 | 3,676.6 |
| 49 | Bridge Board | Each 12.00 | — | 183.83 | 2,205.96 |
| 50 | Bridge Tablet | Each 150.00 | — | 51.67 | 7,750.5 |
| 51 | HFL, FSL & DL on Bridge Pier / Abutment | Each 150.00 | — | 754.51 | 1,13,176.5 |
| 52 | 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 648.00 | — | 32.45 | 21,027.6 |
| 53 | For day time block working | TRM 8420.00 | — | 19.88 | 1,67,389.6 |
| 54 | On Running Line | Each 23.00 | — | 71.32 | 1,640.36 |
| 55 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each 4000.00 | — | 86.6 | 3,46,400 |
| 56 | Measuring of Toe Load of ERC during service in field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. | Each 17500.00 | — | 5.33 | 93,275 |
| 57 | For lead up to 500 metre. | MT 14.00 | — | 403.67 | 5,651.38 |
| 58 | For lead beyond 500 metre and up to 1 Km. | MT 14.00 | — | 520.17 | 7,282.38 |
| 59 | For lead beyond 500 metre and up to 1 Km | MT 134.00 | — | 660.65 | 88,527.1 |
| 60 | During period of traffic block | MT 165.00 | — | 193.58 | 31,940.7 |
| 61 | Lead up to 5 Km | MT 170.00 | — | 175.92 | 29,906.4 |
| 62 | Lead beyond 50 Km and up to 100 Km | MT 170.00 | — | 655.86 | 1,11,496.2 |
| 63 | Lead beyond 100 Km and up to 150 Km | MT 170.00 | — | 973.94 | 1,65,569.8 |
| 64 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km 16000.00 | — | 3.25 | 52,000 |
| 65 | Lead beyond 100 Km and up to 150 Km | MT 138.00 | — | 851.96 | 1,17,570.48 |
| 66 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km 194.00 | — | 3.25 | 630.5 |
| 67 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT 220.00 | — | 410.31 | 90,268.2 |
| 68 | All type of PSC sleepers | MT 120.00 | — | 447.11 | 53,653.2 |
| 69 | P.Way fittings of all types and other similar loose items | MT 80.00 | — | 406 | 32,480 |
| 70 | Level crossings with asphalted road surface | Sqm 330.00 | — | 600.77 | 1,98,254.1 |
| 71 | Level crossings with concrete blocks road surface | Sqm 250.00 | — | 546.25 | 1,36,562.5 |
| 72 | Painting of running rails and check rails of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM 40.00 | — | 50.29 | 2,011.6 |
| 73 | With Hot melt thermoplastic road marking paint | Sqm 175.00 | — | 157.13 | 27,497.75 |
| 74 | Fixing of speed breaker on approaches of level crossings with pre-cast concrete blocks (M-25) of parabolic shape for entire road width with 125 mm central rise including painting two coats with paint of approved quality and colour in the width of 2 metres.Note: Cost of pre-cast concrete blocks shall be paid separately. | RM 80.00 | — | 413.51 | 33,080.8 |
| 75 | 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 170.00 | — | 858.78 | 1,45,992.6 |
| 76 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre 180.00 | — | 224.71 | 40,447.8 |
| 77 | Supplying of Zero toe load fixtures for H Beam sleepers of 52/60Kg Rails procured from RDSO approved firms as per RDSO approved drawing with up-to-date correction slips and specifications with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per instructions of Engineer in- charge. Note: Complete fixture for 1 sleeper shall constitute 1 set. | Set 80.00 | — | 4,967.59 | 3,97,407.2 |
| 78 | 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 8.00 | — | 8,689.87 | 69,518.96 |
| 79 | Manned Level Crossing Indicator Board of size 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set 8.00 | — | 7,832.38 | 62,659.04 |
| 80 | 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 8.00 | — | 9,383.98 | 75,071.84 |
| 81 | 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 30.00 | — | 4,292.55 | 1,28,776.5 |
| 82 | Supplying and spraying in specified proportion Weedicide Chemical, capable to kill entire weed on track / cess / embankment with all labour, material, tools & plants etc. complete job in all respect. Scientific name of the chemical is Isopropylamine Salt of Glyphosate, in which active ingredient is Glyphosate (41%), colour is light amber to brownish, very low in toxicity and has favourable environmental characteristics. It will be ensured that no weed growth occurs up to six months period, otherwise re-spraying shall be done by the contractor free of cost. | Sqm 300000.00 | — | 0.76 | 2,28,000 |
| 83 | PSC Line sleepers | Each 650.00 | — | 29.36 | 19,084 |
| 84 | 1 in 8½ Turnout Set | Set 3.00 | — | 6,350.52 | 19,051.56 |
| 85 | 1 in 12 Turnout Set | Set 3.00 | — | 9,464.24 | 28,392.72 |
| 86 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 500.00 | — | 830.66 | 4,15,330 |
| 87 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour 400.00 | — | 1,123.37 | 4,49,348 |
| 88 | 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 60.00 | — | 478.22 | 28,693.2 |
| 89 | 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 20.00 | — | 656.46 | 13,129.2 |
| Schedule total | ₹1,03,79,201.08 | ||||
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