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Tender Value
₹2.6 Cr
EMD Value
₹5.1 L
Closing Date
10 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
TRACK 1
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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. Non submission of the documents shall lead to summarily rejection of the offer.
(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.
Defination of Similar Work :- Any P.Way works.
12 conditions · 2 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
If the bidder submits Bid Security in form of Bank Guarantee, "The Original Bank Guarantee should be delivered in person Receive and Dispatch Section of this office (i.e DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids)."
Improvement and upkeep of track structure in Itarsi-Jabalpur section under Senior Divisional Engineer (South) Jurisdiction.
DRMW-JBP-97-2026
DRMW-JBP-97-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹5.1 L
10 Jul 2026
12 Jun 2026
26 Jun 2026
125 items across 1 schedule · ₹3,37,36,407.84 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 900.00 | 109.41 | 98,469 |
| 2 | Up to 40 m long rail panel | RM | 1000.00 | 9.6 | 9,600 |
| 3 | More than 40 m long rail panel | RM | 500.00 | 15.18 | 7,590 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 37.25 | 74,500 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 39.44 | 78,880 |
| 6 | For location of work not involving deep screening | Each | 1660.00 | 357.31 | 5,93,134.6 |
| 7 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 1660.00 | 209.14 | 3,47,172.4 |
| 8 | Locations other than Ballasted Deck Bridge | Each | 2500.00 | 496.88 | 12,42,200 |
| 9 | For 1.00m long fishplates | Joint | 250.00 | 134.92 | 33,730 |
| 10 | 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 | 6000.00 | 54.86 | 3,29,160 |
| 11 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC | 200000.00 | 6.43 | 12,86,000 |
| 12 | 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 | 2000.00 | 58.59 | 1,17,180 |
| 13 | 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 |
| 14 | By using Contractor's Grease Graphite | Each | 6000.00 | 41.73 | 2,50,380 |
| 15 | GRSP | Each | 2000.00 | 21.79 | 43,580 |
| 16 | ERCs | Each | 4000.00 | 7.28 | 29,120 |
| 17 | Metal/GFN Liners | Each | 30000.00 | 4.85 | 1,45,500 |
| 18 | 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 s c r e w w i t h 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 | 2000.00 | 428.9 | 8,57,800 |
| 19 | Rail section of 52Kg and above | Each | 600.00 | 152.2 | 91,320 |
| 20 | Under Traffic Block Conditions | Set | 12.00 | 7,909.82 | 94,917.84 |
| 21 | Sleepers up to 2.85 m length | Each | 100.00 | 638.42 | 63,842 |
| 22 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 150.00 | 879.25 | 1,31,887.5 |
| 23 | Sleepers of more than 4.20 m length | Each | 100.00 | 1,385.21 | 1,38,521 |
| 24 | Turnout sleepers of length up to 2.85 m | Each | 100.00 | 144.56 | 14,456 |
| 25 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 173.47 | 17,347 |
| 26 | Sleepers of length more than 4.20 m | Each | 60.00 | 187.93 | 11,275.8 |
| 27 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM | 1000.00 | 541.29 | 5,41,290 |
| 28 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 1000.00 | 609.95 | 6,09,950 |
| 29 | 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 | 4000.00 | 187.56 | 7,50,240 |
| 30 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 1000.00 | 29.01 | 29,010 |
| 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 | 165000.00 | 27.59 | 45,52,350 |
| 32 | Under Traffic Block Conditions: | cum | 5658.00 | 55.06 | 3,11,529.48 |
| 33 | Using H3C electrodes | Each | 40.00 | 2,705.7 | 1,08,228 |
| 34 | Using H3C electrodes | Each | 80.00 | 3,408.38 | 2,72,670.4 |
| 35 | 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 | 400.00 | 367.63 | 1,47,052 |
| 36 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 6000.00 | 109.42 | 6,56,520 |
| 37 | For PSC Sleeper | TRM | 30000.00 | 93.84 | 28,15,200 |
| 38 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 144.51 | 2,89,020 |
| 39 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 111.16 | 2,22,320 |
| 40 | 1 in 8½ PSC layout | Set | 30.00 | 12,021.37 | 3,60,641.1 |
| 41 | 1 in 12 PSC layout | Set | 15.00 | 15,640.49 | 2,34,607.35 |
| 42 | Packing of isolated loose PSC sleepers on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 4000.00 | 84.98 | 3,39,920 |
| 43 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 6000.00 | 186.72 | 11,20,320 |
| 44 | Extra over Items 132011 to 132014 for working in yards | TRM | 3000.00 | 48.34 | 1,45,020 |
| 45 | Without Rail tensor | TRM | 12000.00 | 50.9 | 6,10,800 |
| 46 | Interchanging gauge face of rails of any section in traffic line block including removal of fittings and re-fixing the same after changing of gauge face, cutting of rails, joining the rails with fish plate & drilling holes as directed by engineer in-charge. | TRM | 1000.00 | 102.64 | 1,02,640 |
| 47 | 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 | 120.00 | 1,884.92 | 2,26,190.4 |
| 48 | With Contractor's hard wood block. | Each | 300.00 | 2,940.04 | 8,82,012 |
| 49 | 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 | 10000.00 | 33.94 | 3,39,400 |
| 50 | 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 | 40000.00 | 15.62 | 6,24,800 |
| 51 | 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 | 400.00 | 179.77 | 71,908 |
| 52 | For 60 Kg Rails | RM | 1000.00 | 59.67 | 59,670 |
| 53 | For 60 Kg Rails | TRM | 3000.00 | 81.69 | 2,45,070 |
| 54 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 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: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 1200.00 | 22.97 | 27,564 |
| 55 | 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 | 6000.00 | 25.17 | 1,51,020 |
| 56 | Bridge Board | Each | 430.00 | 183.83 | 79,046.9 |
| 57 | Bridge Tablet | Each | 100.00 | 51.67 | 5,167 |
| 58 | Bridge Height Gauge | Each | 14.00 | 3,184.29 | 44,580.06 |
| 59 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 21.00 | 754.51 | 15,844.71 |
| 60 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 300.00 | 142.01 | 42,603 |
| 61 | For day time block working | TRM | 150000.00 | 19.88 | 29,82,000 |
| 62 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 9,768.62 | 1,95,372.4 |
| 63 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 40.00 | 11,372.8 | 4,54,912 |
| 64 | Derailing Switch (Under Traffic Block Conditions) | Set | 8.00 | 3,585.87 | 28,686.96 |
| 65 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 261.75 | 13,087.5 |
| 66 | 52 Kg - 90 UTS - Outside Track | Each | 30.00 | 238.18 | 7,145.4 |
| 67 | 60 Kg - 110/90 UTS - On Running Line | Each | 100.00 | 331.17 | 33,117 |
| 68 | 52 Kg - 90 UTS- On Running Line | Each | 20.00 | 268.91 | 5,378.2 |
| 69 | Outside Track | Each | 200.00 | 53.95 | 10,790 |
| 70 | On Running Line | Each | 200.00 | 71.32 | 14,264 |
| 71 | 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 |
| 72 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 120.00 | 136.44 | 16,372.8 |
| 73 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 120.00 | 134.38 | 16,125.6 |
| 74 | For lead up to 500 metre. | MT | 500.00 | 403.67 | 2,01,835 |
| 75 | For lead beyond 500 metre and up to 1 Km. | MT | 400.00 | 520.17 | 2,08,068 |
| 76 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 400.00 | 180.54 | 72,216 |
| 77 | For lead up to 500m | MT | 200.00 | 454.17 | 90,834 |
| 78 | For lead beyond 500 metre and up to 1 Km | MT | 100.00 | 660.65 | 66,065 |
| 79 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 300.00 | 161.11 | 48,333 |
| 80 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 120.00 | 100.82 | 12,098.4 |
| 81 | During period of traffic block | MT | 200.00 | 193.58 | 38,716 |
| 82 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 300.00 | 106.6 | 31,980 |
| 83 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 300.00 | 133.94 | 40,182 |
| 84 | For lead up to 500 metres | MT | 350.00 | 314.3 | 1,10,005 |
| 85 | For lead beyond 500 metre and up to 1 Km | MT | 350.00 | 465.38 | 1,62,883 |
| 86 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 350.00 | 48.28 | 16,898 |
| 87 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 700.00 | 188.87 | 1,32,209 |
| 88 | Lead up to 5 Km | MT | 140.00 | 175.92 | 24,628.8 |
| 89 | Lead beyond 5 Km and up to 10 km | MT | 70.00 | 218.17 | 15,271.9 |
| 90 | Lead beyond 10 Km and up to 20 km | MT | 70.00 | 275.73 | 19,301.1 |
| 91 | Lead beyond 20 Km and up to 30 km | MT | 70.00 | 345.9 | 24,213 |
| 92 | Lead beyond 30 Km and up to 50 km | MT | 70.00 | 443.4 | 31,038 |
| 93 | Lead beyond 50 Km and up to 100 Km | MT | 70.00 | 655.86 | 45,910.2 |
| 94 | Lead beyond 100 Km and up to 150 Km | MT | 70.00 | 973.94 | 68,175.8 |
| 95 | Lead up to 5 Km | MT | 40.00 | 53.94 | 2,157.6 |
| 96 | Lead beyond 5 Km and up to 10 km | MT | 80.00 | 96.2 | 7,696 |
| 97 | Lead beyond 10 Km and up to 20 km | MT | 80.00 | 153.76 | 12,300.8 |
| 98 | Lead beyond 20 Km and up to 30 km | MT | 80.00 | 223.92 | 17,913.6 |
| 99 | Lead beyond 30 Km and up to 50 km | MT | 80.00 | 321.42 | 25,713.6 |
| 100 | Lead beyond 50 Km and up to 100 Km | MT | 80.00 | 533.89 | 42,711.2 |
| 101 | Lead beyond 100 Km and up to 150 Km | MT | 80.00 | 851.96 | 68,156.8 |
| 102 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 16000.00 | 3.25 | 52,000 |
| 103 | From Truck / Trailer | MT | 100.00 | 98.23 | 9,823 |
| 104 | From Truck / Trailer | MT | 300.00 | 103.01 | 30,903 |
| 105 | From Truck / Trailer | MT | 240.00 | 138.77 | 33,304.8 |
| 106 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 2700.00 | 410.31 | 11,07,837 |
| 107 | All type of PSC sleepers | MT | 2200.00 | 447.11 | 9,83,642 |
| 108 | P.Way fittings of all types and other similar loose items | MT | 100.00 | 406 | 40,600 |
| 109 | Level crossings with asphalted road surface | Sqm | 200.00 | 600.77 | 1,20,154 |
| 110 | Level crossings with concrete blocks road surface | Sqm | 300.00 | 546.25 | 1,63,875 |
| 111 | Level crossings with any other type of road surface | Sqm | 100.00 | 491.73 | 49,173 |
| 112 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 8.00 | 4,423.89 | 35,391.12 |
| 113 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 8.00 | 3,836.54 | 30,692.32 |
| 114 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 400.00 | 386.32 | 1,54,528 |
| 115 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm | Set | 20.00 | 9,693.85 | 1,93,877 |
| 116 | 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 | 20.00 | 8,689.87 | 1,73,797.4 |
| 117 | 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 | 20.00 | 7,832.38 | 1,56,647.6 |
| 118 | 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 | 20.00 | 9,383.98 | 1,87,679.6 |
| 119 | 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 | 20.00 | 7,994.87 | 1,59,897.4 |
| 120 | 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 | 20.00 | 6,778.28 | 1,35,565.6 |
| 121 | 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 | 100.00 | 4,292.55 | 4,29,255 |
| 122 | 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 | 50000.00 | 0.76 | 38,000 |
| 123 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 250.00 | 830.66 | 2,07,665 |
| 124 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 250.00 | 1,123.37 | 2,80,842.5 |
| 125 | Tractor with Trolley for local transportation or other misc. works. | Hour | 95.00 | 291.34 | 27,677.3 |
| Schedule total | ₹3,37,36,407.84 | ||||
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