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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
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
30 Oct 2026, 3:00 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
Revenue
SR.DEN/C
15 conditions · 2 needing a document upload
10.2. Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover 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.
10. Eligibility Criteria: 10.1 Technical Eligibility Criteria: (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (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 fulfilment 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. 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 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.
10 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.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
Tenderers are abiding by the General Conditions of Contract (GCC) April-2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
Miscellaneous P.Way works under SSE (P.Way) SUR(N) section, under ADEN/SUR(N) sub-division for a period of two years
36-2026-SrDENC~CR
36-2026-SrDENC
Open
Works - General
24 Months
Solapur, Maharashtra
₹0
₹4.4 L
30 Oct 2026
8 Oct 2026
16 Oct 2026
149 items across 2 schedules · ₹2,89,91,850.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 1140.00 | 198.4 | 2,26,176 |
| 2 | Up to 40 m long rail panel | RM | 570.00 | 9.51 | 5,420.7 |
| 3 | More than 40 m long rail panel | RM | 1140.00 | 15.04 | 17,145.6 |
| 4 | Extra to Item no. 061011 for working on bridge | RM | 114.00 | 4.16 | 474.24 |
| 5 | Extra to Item no. 061012 for working on bridge | RM | 114.00 | 6.92 | 788.88 |
| 6 | For Through Rail Renewal work | TRM | 1140.00 | 46.67 | 53,203.8 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 1140.00 | 36.96 | 42,134.4 |
| 8 | For Through Rail Renewal work | TRM | 1140.00 | 48.12 | 54,856.8 |
| 9 | For Casual/Scattered Rail Renewal work | RM | 1140.00 | 39.13 | 44,608.2 |
| 10 | For location of work not involving deep screening | Each | 114.00 | 354.19 | 40,377.66 |
| 11 | For location of work involving deep screening (deep screening to be paid separately). | Each | 114.00 | 197.71 | 22,538.94 |
| 12 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 114.00 | 371.89 | 42,395.46 |
| 13 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 114.00 | 207.6 | 23,666.4 |
| 14 | Extra to item no. 062011, 062012, 062013 and 062014 for sleepers lying on slope / toe of bank beyond initial height of 5 metres. | Each | 456.00 | 43.03 | 19,621.68 |
| 15 | For location of work not involving deep screening | TRM | 1710.00 | 172.47 | 2,94,923.7 |
| 16 | Locations other than Ballasted Deck Bridge | Each | 285.00 | 492.23 | 1,40,285.55 |
| 17 | Ballasted Deck Bridge | Each | 114.00 | 581.53 | 66,294.42 |
| 18 | Fish plates of 6 bolts. | Joint | 114.00 | 269.63 | 30,737.82 |
| 19 | 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 | 2850.00 | 23.7 | 67,545 |
| 20 | 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 o f 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 | 11400.00 | 21.11 | 2,40,654 |
| 21 | For 1.00m long fishplates | Joint | 1140.00 | 105.45 | 1,20,213 |
| 22 | 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 | 1710.00 | 54.45 | 93,109.5 |
| 23 | 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 | 481650.00 | 3.92 | 18,88,068 |
| 24 | 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 | 2850.00 | 48.89 | 1,39,336.5 |
| 25 | 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 | 85500.00 | 3.31 | 2,83,005 |
| 26 | By using Contractor's Grease Graphite | Each | 18240.00 | 34.48 | 6,28,915.2 |
| 27 | GRSP | Each | 5700.00 | 21.58 | 1,23,006 |
| 28 | ERCs | Each | 11400.00 | 7.2 | 82,080 |
| 29 | Metal/GFN Liners | Each | 11400.00 | 4.8 | 54,720 |
| 30 | 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 | 1710.00 | 265.86 | 4,54,620.6 |
| 31 | Rail section of 52Kg and above | Each | 285.00 | 112.13 | 31,957.05 |
| 32 | 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 | 12.00 | 8,758.16 | 1,05,097.92 |
| 33 | 1 in 8½ Turnout | Set | 6.00 | 40,045.69 | 2,40,274.14 |
| 34 | 1 in 12 Turnout | Set | 5.00 | 45,092.39 | 2,25,461.95 |
| 35 | 1 in 8½ Turnouts | Set | 6.00 | 18,601.67 | 1,11,610.02 |
| 36 | 1 in 12 Turnouts | Set | 5.00 | 21,483.59 | 1,07,417.95 |
| 37 | 1 in 8½ Points & Crossing | Set | 6.00 | 13,945.32 | 83,671.92 |
| 38 | 1 in 12 Points & Crossing | Set | 8.00 | 18,971.96 | 1,51,775.68 |
| 39 | Sleepers up to 2.85 m length | Each | 228.00 | 632.4 | 1,44,187.2 |
| 40 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 228.00 | 871.44 | 1,98,688.32 |
| 41 | Sleepers of more than 4.20 m length | Each | 114.00 | 1,373.66 | 1,56,597.24 |
| 42 | 1 in 8½ Turnout | Set | 6.00 | 3,970.06 | 23,820.36 |
| 43 | 1 in 12 Turnout | Set | 11.00 | 4,346.56 | 47,812.16 |
| 44 | 1 in 8½ Switch Assembly | Set | 6.00 | 13,794 | 82,764 |
| 45 | 1 in 12 Switch Assembly | Set | 5.00 | 15,386.41 | 76,932.05 |
| 46 | For 1 in 12 Turnouts | Set | 6.00 | 31,924.8 | 1,91,548.8 |
| 47 | For 1 in 8.5 Turnouts | Set | 5.00 | 25,539.84 | 1,27,699.2 |
| 48 | For 1 in 12 Turnouts | Set | 24.00 | 5,240.13 | 1,25,763.12 |
| 49 | For 1 in 8.5 Turnouts | Set | 16.00 | 4,192.1 | 67,073.6 |
| 50 | Turnout sleepers of length up to 2.85 m | Each | 285.00 | 143.09 | 40,780.65 |
| 51 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 228.00 | 171.71 | 39,149.88 |
| 52 | Sleepers of length more than 4.20 m | Each | 114.00 | 186.02 | 21,206.28 |
| 53 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 285.00 | 604.68 | 1,72,333.8 |
| 54 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 171.00 | 967.49 | 1,65,440.79 |
| 55 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 171.00 | 5.76 | 984.96 |
| 56 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track f o r 1 TRM in station yard / cutting. | Each | 285.00 | 12 | 3,420 |
| 57 | 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 | 68400.00 | 27.33 | 18,69,372 |
| 58 | Under Traffic Block Conditions: | cum | 11400.00 | 54.62 | 6,22,668 |
| 59 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 5700.00 | 108.42 | 6,17,994 |
| 60 | For PSC Sleeper | TRM | 5700.00 | 92.94 | 5,29,758 |
| 61 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 570.00 | 143.12 | 81,578.4 |
| 62 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 570.00 | 110.09 | 62,751.3 |
| 63 | 1 in 8½ PSC layout | Set | 15.00 | 11,894.27 | 1,78,414.05 |
| 64 | 1 in 12 PSC layout | Set | 12.00 | 15,486.63 | 1,85,839.56 |
| 65 | 1 in 8½ Derailing Switch | Set | 12.00 | 1,691.82 | 20,301.84 |
| 66 | 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 | 1710.00 | 84.09 | 1,43,793.9 |
| 67 | 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 | 456.00 | 587.62 | 2,67,954.72 |
| 68 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 2850.00 | 184.91 | 5,26,993.5 |
| 69 | Extra over Items 132011 to 132014 for working in yards | TRM | 570.00 | 47.99 | 27,354.3 |
| 70 | Overhauling of fish plated / welded joint track sleepers including 3 approach sleepers on either sides up to 50mm below bottom of sleepers in crib & shoulder, replacing rounded ballast, recouping deficient ballast within 50m lead, replacement of worn-out fittings supplied by Railway, as directed as per procedure prescribed in latest edition of IRPWM. | Each | 285.00 | 1,321.05 | 3,76,499.25 |
| 71 | With Railway's Hydraulic Rail tensor | TRM | 5700.00 | 35.88 | 2,04,516 |
| 72 | Without Rail tensor | TRM | 14250.00 | 34.21 | 4,87,492.5 |
| 73 | With 2 bolts | Set | 114.00 | 114.39 | 13,040.46 |
| 74 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non- availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 120.00 | 14,333.53 | 17,20,023.6 |
| 75 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 114.00 | 16,036.52 | 18,28,163.28 |
| 76 | 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 | 570.00 | 99.51 | 56,720.7 |
| 77 | 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 | 57.00 | 1,880.5 | 1,07,188.5 |
| 78 | With Contractor's hard wood block. | Each | 114.00 | 2,238.05 | 2,55,137.7 |
| 79 | 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 | 11400.00 | 33.61 | 3,83,154 |
| 80 | 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 | 142500.00 | 15.47 | 22,04,475 |
| 81 | For 60 Kg Rails | TRM | 17100.00 | 65.31 | 11,16,801 |
| 82 | For 52 Kg Rails | TRM | 2850.00 | 58.03 | 1,65,385.5 |
| 83 | 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 | 1140.00 | 21.67 | 24,703.8 |
| 84 | 1 in 12 Turnout | Set | 32.00 | 1,193.04 | 38,177.28 |
| 85 | 1 in 8½ Turnout | Set | 11.00 | 763.26 | 8,395.86 |
| 86 | Derailing Switch | Set | 10.00 | 381.63 | 3,816.3 |
| 87 | Kilometre & Gradient post | Each | 228.00 | 87.93 | 20,048.04 |
| 88 | Curve Post | Each | 114.00 | 92.15 | 10,505.1 |
| 89 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 570.00 | 54.05 | 30,808.5 |
| 90 | Bridge Board | Each | 11.00 | 151.92 | 1,671.12 |
| 91 | Bridge Tablet | Each | 262.00 | 44.1 | 11,554.2 |
| 92 | Bridge Height Gauge | Each | 27.00 | 2,701.52 | 72,941.04 |
| 93 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 262.00 | 668.2 | 1,75,068.4 |
| 94 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 55.00 | 110.22 | 6,062.1 |
| 95 | Removal of screened muck discharged by FRM/SBCM where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 2850.00 | 20.63 | 58,795.5 |
| 96 | For day time block working | TRM | 28500.00 | 19.74 | 5,62,590 |
| 97 | 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 | 1140.00 | 109.32 | 1,24,624.8 |
| 98 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 9,710.48 | 1,45,657.2 |
| 99 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 27.00 | 11,302.9 | 3,05,178.3 |
| 100 | Outside Track | Each | 285.00 | 52.95 | 15,090.75 |
| 101 | On Running Line | Each | 285.00 | 69.89 | 19,918.65 |
| 102 | Drilling of holes (vertically) of required size into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. | Each | 114.00 | 103.05 | 11,747.7 |
| 103 | Tamping of track for picking up slacks in concrete sleeper track by Hand Held Off Track Tamper (Power Pack Version) with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Off-track tamper (Power Pack Version) will be as per RDSO Specification No. TM/SM/OTT/320, dated 28.01.2009. | Each | 11400.00 | 83.6 | 9,53,040 |
| 104 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 114.00 | 117.1 | 13,349.4 |
| 105 | For lead up to 500 metre. | MT | 171.00 | 399.09 | 68,244.39 |
| 106 | For lead beyond 500 metre and up to 1 Km. | MT | 57.00 | 514.73 | 29,339.61 |
| 107 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 57.00 | 61.44 | 3,502.08 |
| 108 | For lead up to 500m | MT | 114.00 | 450.11 | 51,312.54 |
| 109 | For lead beyond 500 metre and up to 1 Km | MT | 114.00 | 655.06 | 74,676.84 |
| 110 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 57.00 | 81.85 | 4,665.45 |
| 111 | During period of traffic block | MT | 114.00 | 30.54 | 3,481.56 |
| 112 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 171.00 | 89.7 | 15,338.7 |
| 113 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 114.00 | 116.66 | 13,299.24 |
| 114 | For lead up to 500 metres | MT | 171.00 | 310.74 | 53,136.54 |
| 115 | For lead beyond 500 metre and up to 1 Km | MT | 57.00 | 460.7 | 26,259.9 |
| 116 | Lead up to 5 Km | MT | 57.00 | 176.93 | 10,085.01 |
| 117 | Lead beyond 5 Km and up to 10 km | MT | 57.00 | 217.69 | 12,408.33 |
| 118 | Lead beyond 10 Km and up to 20 km | MT | 57.00 | 272.25 | 15,518.25 |
| 119 | Lead beyond 20 Km and up to 30 km | MT | 57.00 | 337.57 | 19,241.49 |
| 120 | Lead beyond 30 Km and up to 50 km | MT | 57.00 | 426.82 | 24,328.74 |
| 121 | Lead beyond 50 Km and up to 100 Km | MT | 57.00 | 618.09 | 35,231.13 |
| 122 | Lead beyond 100 Km and up to 150 Km | MT | 57.00 | 907.76 | 51,742.32 |
| 123 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 5700.00 | 2.98 | 16,986 |
| 124 | Lead up to 5 Km | MT | 114.00 | 57.41 | 6,544.74 |
| 125 | Lead beyond 5 Km and up to 10 km | MT | 114.00 | 98.17 | 11,191.38 |
| 126 | Lead beyond 10 Km and up to 20 km | MT | 114.00 | 152.73 | 17,411.22 |
| 127 | Lead beyond 20 Km and up to 30 km | MT | 114.00 | 218.05 | 24,857.7 |
| 128 | Lead beyond 30 Km and up to 50 km | MT | 114.00 | 307.3 | 35,032.2 |
| 129 | Lead beyond 50 Km and up to 100 Km | MT | 114.00 | 498.57 | 56,836.98 |
| 130 | Lead beyond 100 Km and up to 150 Km | MT | 114.00 | 788.23 | 89,858.22 |
| 131 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 5700.00 | 2.98 | 16,986 |
| 132 | From Truck / Trailer | MT | 171.00 | 86.59 | 14,806.89 |
| 133 | From Truck / Trailer | MT | 114.00 | 116.13 | 13,238.82 |
| 134 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 570.00 | 388.3 | 2,21,331 |
| 135 | All type of PSC sleepers | MT | 570.00 | 424.83 | 2,42,153.1 |
| 136 | P.Way fittings of all types and other similar loose items | MT | 57.00 | 402.25 | 22,928.25 |
| 137 | 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 | 1026.00 | 222.3 | 2,28,079.8 |
| 138 | For erection | Each | 228.00 | 265.31 | 60,490.68 |
| 139 | For removal | Each | 228.00 | 216.48 | 49,357.44 |
| 140 | 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 | 57.00 | 458.68 | 26,144.76 |
| 141 | For Removing | Each | 27.00 | 241.27 | 6,514.29 |
| 142 | For Fixing / Re-erecting | Each | 171.00 | 241.27 | 41,257.17 |
| 143 | Fixing vertically the unserviceable PSC sleepers at locations of tress-passing, railway boundary or to make temporary store by excavating trench, fixing PSC sleeper in trench and filling back open trench. | Each | 570.00 | 156.47 | 89,187.9 |
| 144 | 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 | 171.00 | 4,135.77 | 7,07,216.67 |
| 145 | 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 | 171000.00 | 0.63 | 1,07,730 |
| 146 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 456.00 | 752.64 | 3,43,203.84 |
| 147 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 285.00 | 889.42 | 2,53,484.7 |
| 148 | Tractor with Trolley for local transportation or other misc. works. | Hour | 342.00 | 199.17 | 68,116.14 |
| Schedule total | ₹2,79,94,265.2 | ||||
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