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Tender Value
₹2.6 Cr
EMD Value
₹2.8 L
Closing Date
28 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
DIVISION
13 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.
Technical Eligibility Criteria:--- (a) The tenderer must have successfully completed any of the following during last 07(seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, OR Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, OR One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, OR Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, OR One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (Please refer Tender booklet for further clarification) Similar Nature of work - Any track works by manually or mechanical means involving deep screening or TSR or TRR or Casual Renewals or TWR or turnouts or dismantling of tracks etc.
4 conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
Miscellaneous P.way work in SSE (P.way) N/CSN under ADEN CSN.
DRMWBSL012026t2~CR
DRMWBSL012026t2
Open
Works - General
12 Months
Jalgaon, Maharashtra
₹0
₹2.8 L
28 Jan 2026
5 Jan 2026
14 Jan 2026
151 items across 1 schedule · ₹3,14,06,529 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | More than 40 m long rail panel | RM | 1000.00 | 15.04 | 15,040 |
| 2 | For Through Rail Renewal work | TRM | 1000.00 | 46.67 | 46,670 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 36.96 | 36,960 |
| 4 | For Through Rail Renewal work | TRM | 1000.00 | 48.12 | 48,120 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 39.13 | 39,130 |
| 6 | For location of work not involving deep screening | Each | 500.00 | 354.19 | 1,77,095 |
| 7 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 2500.00 | 371.89 | 9,29,725 |
| 8 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 2000.00 | 207.6 | 4,15,200 |
| 9 | For location of work not involving deep screening | TRM | 1000.00 | 172.47 | 1,72,470 |
| 10 | Ballasted Deck Bridge | Each | 250.00 | 581.53 | 1,45,382.5 |
| 11 | Fish plates with 4 fish bolts. | Joint | 100.00 | 196.47 | 19,647 |
| 12 | Fish plates of 6 bolts. | Joint | 150.00 | 269.63 | 40,444.5 |
| 13 | For 1.00m long fishplates | Joint | 150.00 | 105.45 | 15,817.5 |
| 14 | For 610 mm long fish plates. | Joint | 100.00 | 71.37 | 7,137 |
| 15 | 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 | 500.00 | 54.45 | 27,225 |
| 16 | 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 a n d 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 | 300000.00 | 3.92 | 11,76,000 |
| 17 | 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 | 5000.00 | 48.89 | 2,44,450 |
| 18 | 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 | 2000.00 | 3.31 | 6,620 |
| 19 | By using Contractor's Grease Graphite | Each | 5000.00 | 34.48 | 1,72,400 |
| 20 | GRSP | Each | 10000.00 | 21.58 | 2,15,800 |
| 21 | ERCs | Each | 10000.00 | 7.2 | 72,000 |
| 22 | Metal/GFN Liners | Each | 10000.00 | 4.8 | 48,000 |
| 23 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing the screw with specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift. Note: 1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if sleeper gets damaged in the process. | Each | 1000.00 | 265.86 | 2,65,860 |
| 24 | Hole of dia. 26.5mm and above | Each | 200.00 | 285.75 | 57,150 |
| 25 | Hole of dia. below 26.5mm | Each | 50.00 | 175.85 | 8,792.5 |
| 26 | Rail section of 52Kg and above | Each | 500.00 | 112.13 | 56,065 |
| 27 | Under Traffic Block Conditions | Set | 15.00 | 7,560.17 | 1,13,402.55 |
| 28 | 1 in 8½ Turnout (Under Traffic Block) | Set | 6.00 | 31,758.36 | 1,90,550.16 |
| 29 | 1 in 12 Turnout (Under Traffic Block) | Set | 2.00 | 36,506.17 | 73,012.34 |
| 30 | 1 in 8½ Turnouts | Set | 6.00 | 18,601.67 | 1,11,610.02 |
| 31 | 1 in 12 Turnouts | Set | 4.00 | 21,483.59 | 85,934.36 |
| 32 | 1 in 8½ Points & Crossing | Set | 5.00 | 13,945.32 | 69,726.6 |
| 33 | 1 in 12 Points & Crossing | Set | 8.00 | 18,971.96 | 1,51,775.68 |
| 34 | Sleepers up to 2.85 m length | Each | 300.00 | 632.4 | 1,89,720 |
| 35 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 300.00 | 871.44 | 2,61,432 |
| 36 | Sleepers of more than 4.20 m length | Each | 300.00 | 1,373.66 | 4,12,098 |
| 37 | 1 in 8½ Turnout | Set | 10.00 | 3,970.06 | 39,700.6 |
| 38 | 1 in 12 Turnout | Set | 10.00 | 4,346.56 | 43,465.6 |
| 39 | For 1 in 12 Turnouts | Set | 6.00 | 31,924.8 | 1,91,548.8 |
| 40 | For 1 in 8.5 Turnouts | Set | 5.00 | 25,539.84 | 1,27,699.2 |
| 41 | For 1 in 12 Turnouts | Set | 20.00 | 5,240.13 | 1,04,802.6 |
| 42 | For 1 in 8.5 Turnouts | Set | 10.00 | 4,192.1 | 41,921 |
| 43 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 20.00 | 1,697.92 | 33,958.4 |
| 44 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 10.00 | 1,358.34 | 13,583.4 |
| 45 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 20.00 | 3,634.55 | 72,691 |
| 46 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 10.00 | 2,907.64 | 29,076.4 |
| 47 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 30.00 | 1,219.83 | 36,594.9 |
| 48 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 15.00 | 975.87 | 14,638.05 |
| 49 | Renewal of corroded slide chairs duly removing the old slide chairs by heating using contractors gas and equipments or by any approved methods and inserting Railways new slide chairs and plate screws including crossing of tracks, leading all required materials to site, stacking all released materials, with all contractor's tools, consumables, labour, lead, lift and incidental charges etc complete as directed by the Engineer in charge. Note: 1. All the fittings will be supplied at nearest SSE/Stores. 2. In case of damage of PSC sleeper, penalty at the rate of 25% of the current cost of sleeper shall be levied. | Each | 50.00 | 349.01 | 17,450.5 |
| 50 | Turnout sleepers of length up to 2.85 m | Each | 100.00 | 143.09 | 14,309 |
| 51 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 171.71 | 17,171 |
| 52 | Sleepers of length more than 4.20 m | Each | 100.00 | 186.02 | 18,602 |
| 53 | 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 | 200000.00 | 27.33 | 54,66,000 |
| 54 | Under Traffic Block Conditions: | cum | 10000.00 | 54.62 | 5,46,200 |
| 55 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 1000.00 | 318.5 | 3,18,500 |
| 56 | Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. | cum | 500.00 | 31.85 | 15,925 |
| 57 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 5000.00 | 108.42 | 5,42,100 |
| 58 | For PSC Sleeper | TRM | 5000.00 | 92.94 | 4,64,700 |
| 59 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. | Each | 400.00 | 587.62 | 2,35,048 |
| 60 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 5000.00 | 184.91 | 9,24,550 |
| 61 | For rail panel above 13 metre & up to 40 metre length | TRM | 1000.00 | 41.33 | 41,330 |
| 62 | Without Rail tensor | TRM | 20000.00 | 34.21 | 6,84,200 |
| 63 | 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 | 50.00 | 1,880.5 | 94,025 |
| 64 | With Contractor's hard wood block. | Each | 200.00 | 2,238.05 | 4,47,610 |
| 65 | 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 | 33.61 | 3,36,100 |
| 66 | 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 | 400000.00 | 15.47 | 61,88,000 |
| 67 | 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 | 300.00 | 177.84 | 53,352 |
| 68 | Making kutcha trapezoidal side drain of bottom width as 300mm and depth of 450mm in cutting section by excavation in all types of soil including utilising excavated muck for dressing of cess, slopes etc. in Railway land. | RM | 3000.00 | 132.55 | 3,97,650 |
| 69 | For 60 Kg Rails | TRM | 3000.00 | 65.31 | 1,95,930 |
| 70 | For 52 Kg Rails | TRM | 1000.00 | 58.03 | 58,030 |
| 71 | 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 | 500.00 | 21.67 | 10,835 |
| 72 | 1 in 12 Turnout | Set | 50.00 | 1,193.04 | 59,652 |
| 73 | 1 in 8½ Turnout | Set | 20.00 | 763.26 | 15,265.2 |
| 74 | Derailing Switch | Set | 10.00 | 381.63 | 3,816.3 |
| 75 | Kilometre & Gradient post | Each | 100.00 | 87.93 | 8,793 |
| 76 | Curve Post | Each | 100.00 | 92.15 | 9,215 |
| 77 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 3000.00 | 54.05 | 1,62,150 |
| 78 | Bridge Tablet | Each | 300.00 | 44.1 | 13,230 |
| 79 | Bridge Height Gauge | Each | 10.00 | 2,701.52 | 27,015.2 |
| 80 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 200.00 | 668.2 | 1,33,640 |
| 81 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 100.00 | 110.22 | 11,022 |
| 82 | For day time block working | TRM | 500.00 | 19.74 | 9,870 |
| 83 | Level crossing with asphalted surface | Sqm | 100.00 | 391.93 | 39,193 |
| 84 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 500.00 | 109.32 | 54,660 |
| 85 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 9,710.48 | 1,94,209.6 |
| 86 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 50.00 | 11,302.9 | 5,65,145 |
| 87 | 60 Kg - 110/90 UTS - Outside Track | Each | 200.00 | 216.45 | 43,290 |
| 88 | 60 Kg - 110/90 UTS - On Running Line | Each | 200.00 | 277.33 | 55,466 |
| 89 | Outside Track | Each | 100.00 | 52.95 | 5,295 |
| 90 | On Running Line | Each | 100.00 | 69.89 | 6,989 |
| 91 | Loading / unloading of concrete sleepers from cess to BFR / BRH wagons and vice-versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. | Each | 500.00 | 26.2 | 13,100 |
| 92 | Measuring of Toe Load of ERC during service in field by Toe Load Measuring Device (Mechanical) with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Toe Load Measuring Device (Mechanical) will be as per RDSO's Specification No. TM/SM/14 (Rev. 01 of 2005 with all updation). | Each | 2000.00 | 4.33 | 8,660 |
| 93 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 400.00 | 117.1 | 46,840 |
| 94 | For lead up to 500 metre. | MT | 200.00 | 399.09 | 79,818 |
| 95 | For lead beyond 500 metre and up to 1 Km. | MT | 50.00 | 514.73 | 25,736.5 |
| 96 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 50.00 | 61.44 | 3,072 |
| 97 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 200.00 | 28.72 | 5,744 |
| 98 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 200.00 | 119.41 | 23,882 |
| 99 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 50.00 | 146.37 | 7,318.5 |
| 100 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 50.00 | 116.66 | 5,833 |
| 101 | For lead up to 500 metres | MT | 200.00 | 310.74 | 62,148 |
| 102 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 460.7 | 23,035 |
| 103 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 200.00 | 30.98 | 6,196 |
| 104 | Lead up to 5 Km | MT | 10.00 | 176.93 | 1,769.3 |
| 105 | Lead beyond 5 Km and up to 10 km | MT | 10.00 | 217.69 | 2,176.9 |
| 106 | Lead beyond 10 Km and up to 20 km | MT | 10.00 | 272.25 | 2,722.5 |
| 107 | Lead beyond 100 Km and up to 150 Km | MT | 400.00 | 907.76 | 3,63,104 |
| 108 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 400.00 | 2.98 | 1,192 |
| 109 | Lead beyond 100 Km and up to 150 Km | MT | 400.00 | 788.23 | 3,15,292 |
| 110 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 50.00 | 2.98 | 149 |
| 111 | From Truck / Trailer | MT | 400.00 | 86.59 | 34,636 |
| 112 | From Truck / Trailer | MT | 200.00 | 88.64 | 17,728 |
| 113 | From Truck / Trailer | MT | 400.00 | 116.13 | 46,452 |
| 114 | Unloading all types of P.Way fittings and fastenings for Railway usage from Truck and stacking with lead up to 250 metre & lift up to 5 metre. | MT | 400.00 | 144.76 | 57,904 |
| 115 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 400.00 | 388.3 | 1,55,320 |
| 116 | All type of PSC sleepers | MT | 400.00 | 424.83 | 1,69,932 |
| 117 | P.Way fittings of all types and other similar loose items | MT | 200.00 | 402.25 | 80,450 |
| 118 | Stacking of glued joints in single layer for electrical testing, in such a manner that glued joints - (a) shall not touch ground, (b) shall not touch one another, (c) shall not touch any rail or any metallic body, (d) shall not be water- logged from any side and (e) end post shall not rest on supports of glued joint | Each | 100.00 | 67.47 | 6,747 |
| 119 | Level crossings with asphalted road surface | Sqm | 100.00 | 590.37 | 59,037 |
| 120 | Fixing check rails to running rails on level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. | Set | 10.00 | 5,221.97 | 52,219.7 |
| 121 | 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 | 100.00 | 42.9 | 4,290 |
| 122 | With luminous paint (two coats) | Sqm | 100.00 | 149.75 | 14,975 |
| 123 | 120mm thick blocks of M-40 grade for heavy traffic. | Sqm | 100.00 | 1,488.53 | 1,48,853 |
| 124 | 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 | 40.00 | 535.34 | 21,413.6 |
| 125 | Fabrication, supplying and fixing Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. | Each | 8.00 | 4,250.78 | 34,006.24 |
| 126 | With Contractor's hard wood block | Each | 20.00 | 2,745.32 | 54,906.4 |
| 127 | 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 | 3000.00 | 222.3 | 6,66,900 |
| 128 | Fabrication, supplying and fixing 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately. | Each | 40.00 | 3,112.85 | 1,24,514 |
| 129 | Manufacture & supply of a set of 2 Nos of Elastomeric Pads 25mm / 30mm thick and 4 nos of Grooved rubber pads as per RDSO drawing No. B/1636/5 alt 2 to suit Insulated H Beam sleepers from RDSO approved sources with all contractor's material, lead, lift, labour, tools, plant and transportation etc. complete as per approved drawings and as instructed by Engineer in-charge. Note: One Set consists of 2 nos. Elastomeric Pad 25mm/30mm and 4 nos. Grooved Rubber Pad. | Set | 100.00 | 2,241.73 | 2,24,173 |
| 130 | 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 | 50.00 | 4,154.71 | 2,07,735.5 |
| 131 | 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 | 16.00 | 6,599.1 | 1,05,585.6 |
| 132 | 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 | 10.00 | 6,164.51 | 61,645.1 |
| 133 | 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 | 10.00 | 5,748.75 | 57,487.5 |
| 134 | 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 | 10.00 | 6,416.42 | 64,164.2 |
| 135 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS S h e e t of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support .Retro reflective sheet is to be 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.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. | Each | 10.00 | 3,532.64 | 35,326.4 |
| 136 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 50.00 | 5,540.12 | 2,77,006 |
| 137 | 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 | 50.00 | 4,791.62 | 2,39,581 |
| 138 | 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 | 5,540.12 | 27,700.6 |
| 139 | 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 | 100.00 | 6,611.39 | 6,61,139 |
| 140 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 200.00 | 1,013.1 | 2,02,620 |
| 141 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 150.00 | 458.68 | 68,802 |
| 142 | For Removing | Each | 100.00 | 241.27 | 24,127 |
| 143 | For Fixing / Re-erecting | Each | 100.00 | 241.27 | 24,127 |
| 144 | Breaking the damaged PSC sleepers including dragging, if required duly removing inserts safely and handing over inserts to Railways at Stores or Depot of SSE/P.Way, including disposing the broken concrete pieces, as directed by Engineer in-charge. Released HTS wire shall be the property of Contractor. | Each | 1000.00 | -30.22 | -30,220 |
| 145 | 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 | 4,135.77 | 4,13,577 |
| 146 | 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 | 250000.00 | 0.63 | 1,57,500 |
| 147 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 200.00 | 752.64 | 1,50,528 |
| 148 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 200.00 | 889.42 | 1,77,884 |
| 149 | Tractor with Trolley for local transportation or other misc. works. | Hour | 200.00 | 199.17 | 39,834 |
| 150 | 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 | 100.00 | 399.53 | 39,953 |
| 151 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer- in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 100.00 | 545.04 | 54,504 |
| Schedule total | ₹3,14,06,529 | ||||
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