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Tender Value
₹9.4 Cr
EMD Value
₹18.8 L
Closing Date
16 Sept 2026, 3:30 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WORKS
14 conditions · 2 needing a document upload
10.2 - 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, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
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. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 1.1 - Any P. Way works
23 conditions · 3 needing a document upload
The 'Class-I local supplier/ 'Class-Il local supplier' shall be required to indicate percentage of local content in the material being offered in self declaration. 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. Format for self declaration is attached as Annexure-E. ( Click here to download Format)
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 ,11 and 12 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 , 13.03.2026 and 12.08.2026 are applicable to this tender.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Guna-Gwalior Section: Through rail renewal TRR (P) at Part A) Km 1124.9- 1134.267, Km 1138.43-1142.0 & Km 1143.5-1161.1, Part B) km 1161.1-1169.1 & Km 1170.8-1192.8 and Part C) Km 1192.8-1194.6, Km 1226.4-1229.0, Km 1260.1- 1267.2, Km 1284.1-1287.0, Km 1288.2-1290.0 & Km 1292.7-1293.4, Total 77.437 Km under ADEN/Shivpuri section.
WCR-BPL-W-26-27-W-14-89~WCR
WCR-BPL-W-26-27-W-14-89
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹18.8 L
25 Aug 2026
25 Aug 2026
2 Sept 2026
173 items across 3 schedules · ₹11,30,05,527.37 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Benching of existing embankment manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in- charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. | Kilometre | 5.00 | 1,45,344.63 | 7,26,723.15 |
| 2 | Using Soil Class SQ1 | cum | 5000.00 | 345.64 | 17,28,200 |
| 3 | In all conditions and classifications of soil except rock | cum | 5000.00 | 109.41 | 5,47,050 |
| 4 | Soft rock not requiring blasting | cum | 8000.00 | 259.67 | 20,77,360 |
| 5 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. | cum | 8000.00 | 1,018.89 | 81,51,120 |
| 6 | Girth over 30 cm and up to 60 cm | Each | 200.00 | 372.62 | 74,524 |
| 7 | Girth over 60 cm and up to 1.5m | Each | 200.00 | 1,031.28 | 2,06,256 |
| 8 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 300.00 | 3,401.85 | 10,20,555 |
| 9 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 500.00 | 3,515.51 | 17,57,755 |
| 10 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 250.00 | 8,178.81 | 20,44,702.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 30000.00 | 118.78 | 35,63,400 |
| 12 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 60.00 | 310.54 | 18,632.4 |
| 13 | 300mm dia. | Metre | 100.00 | 1,227.81 | 1,22,781 |
| 14 | 600mm dia. | Metre | 50.00 | 2,402.85 | 1,20,142.5 |
| 15 | Up to 40 m long rail panel | RM | 10000.00 | 9.6 | 96,000 |
| 16 | More than 40 m long rail panel | RM | 145000.00 | 15.18 | 22,01,100 |
| 17 | For Through Rail Renewal work | TRM | 150000.00 | 47.04 | 70,56,000 |
| 18 | For Casual/Scattered Rail Renewal work | RM | 10000.00 | 37.25 | 3,72,500 |
| 19 | For Through Rail Renewal work | TRM | 145000.00 | 48.48 | 70,29,600 |
| 20 | For Casual/Scattered Rail Renewal work | RM | 10000.00 | 39.44 | 3,94,400 |
| 21 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 8000.00 | 375.18 | 30,01,440 |
| 22 | Extra to item no. 062011, 062012, 062013 and 062014 for sleepers lying on slope / toe of bank beyond initial height of 5 metres. | Each | 1000.00 | 43.35 | 43,350 |
| 23 | Locations other than Ballasted Deck Bridge | Each | 500.00 | 496.88 | 2,48,440 |
| 24 | Ballasted Deck Bridge | Each | 500.00 | 586.85 | 2,93,425 |
| 25 | Fish plates of 6 bolts. | Joint | 100.00 | 327.67 | 32,767 |
| 26 | 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 | 512000.00 | 6.43 | 32,92,160 |
| 27 | 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 | 154874.00 | 6.13 | 9,49,377.62 |
| 28 | By using Contractor's Grease Graphite | Each | 5000.00 | 41.73 | 2,08,650 |
| 29 | 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 | 2000.00 | 428.9 | 8,57,800 |
| 30 | Rail section of 52Kg and above | Each | 13000.00 | 152.2 | 19,78,600 |
| 31 | 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 | 80.00 | 9,121.79 | 7,29,743.2 |
| 32 | 1 in 8½ Turnout | Set | 5.00 | 3,981.3 | 19,906.5 |
| 33 | 1 in 12 Turnout | Set | 5.00 | 4,360.61 | 21,803.05 |
| 34 | For 1 in 12 Turnouts | Set | 5.00 | 32,108.76 | 1,60,543.8 |
| 35 | For 1 in 8.5 Turnouts | Set | 5.00 | 25,687.01 | 1,28,435.05 |
| 36 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 2000.00 | 609.95 | 12,19,900 |
| 37 | 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 | 10000.00 | 187.56 | 18,75,600 |
| 38 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 500.00 | 29.01 | 14,505 |
| 39 | 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 | 80000.00 | 27.59 | 22,07,200 |
| 40 | Under Traffic Block Conditions: | cum | 10000.00 | 55.06 | 5,50,600 |
| 41 | In-situ reconditioning of worn-out CMS (Cast Manganese Steel) crossings of all types as per reconditioning manual and "Work Procedure for In-Situ Reconditioning of CMS Crossing using Robotic Welding Machine" of RDSO through approved agency, finishing & grinding within permissible tolerance limit, as directed by engineer in-charge. Note: (1) One obtuse crossing shall be considered equivalent to two nos. of crossing for payment. (2) Reconditioned crossing shall have Guaranteed service life of minimum 80 GMT. In case of pre- mature reconditioning, it shall be done by the contractor free of cost. | Each | 20.00 | 28,478.71 | 5,69,574.2 |
| 42 | Using H3C electrodes | Each | 20.00 | 2,705.7 | 54,114 |
| 43 | Using H3C electrodes | Each | 20.00 | 3,408.38 | 68,167.6 |
| 44 | Maximum Shifting / Slewing up to 1 metre | TRM | 1000.00 | 216.63 | 2,16,630 |
| 45 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 10000.00 | 109.42 | 10,94,200 |
| 46 | For PSC Sleeper | TRM | 15000.00 | 93.84 | 14,07,600 |
| 47 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 8000.00 | 144.51 | 11,56,080 |
| 48 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 4000.00 | 111.16 | 4,44,640 |
| 49 | 1 in 8½ PSC layout | Set | 10.00 | 12,021.37 | 1,20,213.7 |
| 50 | 1 in 12 PSC layout | Set | 10.00 | 15,640.49 | 1,56,404.9 |
| 51 | 1 in 8½ Derailing Switch | Set | 10.00 | 1,709.55 | 17,095.5 |
| 52 | 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 | 2000.00 | 84.98 | 1,69,960 |
| 53 | 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 | 1000.00 | 591.23 | 5,91,230 |
| 54 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 10000.00 | 186.72 | 18,67,200 |
| 55 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 500.00 | 131.42 | 65,710 |
| 56 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 500.00 | 165.71 | 82,855 |
| 57 | PSC Sleeper track - Maximum slew more than 100mm and up to 150mm | TRM | 500.00 | 191.48 | 95,740 |
| 58 | PSC Sleeper track - Maximum slew more than 150mm | TRM | 500.00 | 219.58 | 1,09,790 |
| 59 | Without Rail tensor | TRM | 100000.00 | 50.9 | 50,90,000 |
| 60 | With 2 bolts | Set | 3000.00 | 115.97 | 3,47,910 |
| 61 | With Clamps | Set | 300.00 | 164.95 | 49,485 |
| 62 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. N o t e : (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 250.00 | 1,884.92 | 4,71,230 |
| 63 | With Contractor's hard wood block. | Each | 100.00 | 2,940.04 | 2,94,004 |
| 64 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 1000.00 | 418.82 | 4,18,820 |
| 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 | 33.94 | 3,39,400 |
| 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 | 300000.00 | 15.62 | 46,86,000 |
| 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 | 1000.00 | 179.77 | 1,79,770 |
| 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 | 1000.00 | 133.83 | 1,33,830 |
| 69 | For 60 Kg Rails | RM | 154874.00 | 59.67 | 92,41,331.58 |
| 70 | Kilometre & Gradient post | Each | 300.00 | 102.93 | 30,879 |
| 71 | LWR / SEJ Board | Each | 500.00 | 183.83 | 91,915 |
| 72 | Curve Post | Each | 40.00 | 108.86 | 4,354.4 |
| 73 | Curve Board | Each | 40.00 | 183.83 | 7,353.2 |
| 74 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 2000.00 | 59.44 | 1,18,880 |
| 75 | Bridge Board | Each | 100.00 | 183.83 | 18,383 |
| 76 | Bridge Tablet | Each | 100.00 | 51.67 | 5,167 |
| 77 | Bridge Height Gauge | Each | 35.00 | 3,184.29 | 1,11,450.15 |
| 78 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 100.00 | 754.51 | 75,451 |
| 79 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 10.00 | 142.01 | 1,420.1 |
| 80 | For day time block working | TRM | 77000.00 | 19.88 | 15,30,760 |
| 81 | Level crossing with asphalted surface | Sqm | 200.00 | 400.52 | 80,104 |
| 82 | 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 | 1000.00 | 109.99 | 1,09,990 |
| 83 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 9,768.62 | 1,95,372.4 |
| 84 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,372.8 | 2,27,456 |
| 85 | 60 Kg - 110/90 UTS - Outside Track | Each | 150.00 | 261.75 | 39,262.5 |
| 86 | 52 Kg - 90 UTS - Outside Track | Each | 10000.00 | 238.18 | 23,81,800 |
| 87 | 52 Kg - 72 UTS & other rails - Outside Track | Each | 1500.00 | 147.8 | 2,21,700 |
| 88 | 60 Kg - 110/90 UTS - On Running Line | Each | 800.00 | 331.17 | 2,64,936 |
| 89 | 52 Kg - 90 UTS- On Running Line | Each | 800.00 | 268.91 | 2,15,128 |
| 90 | Outside Track | Each | 800.00 | 53.95 | 43,160 |
| 91 | On Running Line | Each | 2000.00 | 71.32 | 1,42,640 |
| 92 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 2000.00 | 39.72 | 79,440 |
| 93 | 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 | 5000.00 | 86.6 | 4,33,000 |
| 94 | 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 | 1000.00 | 110.58 | 1,10,580 |
| 95 | 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 | 8000.00 | 28.74 | 2,29,920 |
| 96 | Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Heavy Duty Hydraulic Extractor for jammed ERCs (10 Ton capacity) shall be used as per RDSO's Specification No. TM/SM/6, dated 8.05.1991. | Each | 5000.00 | 41.08 | 2,05,400 |
| 97 | For lead up to 500 metre. | MT | 1000.00 | 403.67 | 4,03,670 |
| 98 | For lead beyond 500 metre and up to 1 Km. | MT | 1000.00 | 520.17 | 5,20,170 |
| 99 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 1000.00 | 61.89 | 61,890 |
| 100 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 1000.00 | 180.54 | 1,80,540 |
| 101 | For lead up to 500m | MT | 1500.00 | 454.17 | 6,81,255 |
| 102 | For lead beyond 500 metre and up to 1 Km | MT | 1500.00 | 660.65 | 9,90,975 |
| 103 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 1000.00 | 82.46 | 82,460 |
| 104 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 1000.00 | 161.11 | 1,61,110 |
| 105 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 600.00 | 185.12 | 1,11,072 |
| 106 | During period of traffic block | MT | 300.00 | 193.58 | 58,074 |
| 107 | During period of traffic block | MT | 9500.00 | 30.73 | 2,91,935 |
| 108 | For lead up to 500 metres | MT | 500.00 | 314.3 | 1,57,150 |
| 109 | For lead beyond 500 metre and up to 1 Km | MT | 500.00 | 465.38 | 2,32,690 |
| 110 | Lead beyond 100 Km and up to 150 Km | MT | 1000.00 | 973.94 | 9,73,940 |
| 111 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 15000.00 | 3.25 | 48,750 |
| 112 | Lead up to 5 Km | MT | 2500.00 | 53.94 | 1,34,850 |
| 113 | Lead beyond 5 Km and up to 10 km | MT | 2500.00 | 96.2 | 2,40,500 |
| 114 | From DMT - During period of traffic block | MT | 2500.00 | 174.86 | 4,37,150 |
| 115 | For a lead up to 500m | Each | 8000.00 | 72.81 | 5,82,480 |
| 116 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM | 100.00 | 189.07 | 18,907 |
| 117 | Level crossings with asphalted road surface | Sqm | 200.00 | 600.77 | 1,20,154 |
| 118 | Level crossings with any other type of road surface | Sqm | 100.00 | 491.73 | 49,173 |
| 119 | Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge. | Each | 100.00 | 141.77 | 14,177 |
| 120 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 100.00 | 1,100.28 | 1,10,028 |
| 121 | Cutting foot of rail by gas or any other approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot. | RM | 100.00 | 169.96 | 16,996 |
| 122 | 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 | 5.00 | 5,238.69 | 26,193.45 |
| 123 | Manufacture & supply of tested GI wire rope of 6mm dia. and 6 ply to suit lifting barrier gates at nearby P.Way Stores / Depot / Level Crossing gate, as directed. | Kg | 100.00 | 452.22 | 45,222 |
| 124 | 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 | 12.00 | 3,892.9 | 46,714.8 |
| 125 | Manufacturing, supplying and fixing Wicked Gate of size 1025mm x 1025mm x 1000mm at manned level crossings, as per approved drawing including painting with 2 coats of specified enamel colour paint over 1 coat of primer including earthwork in excavation etc. complete, as per specifications and as directed. | MT | 6.00 | 1,29,561.42 | 7,77,368.52 |
| 126 | Renewal of existing running rail and guard rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. | TRM | 1500.00 | 760.86 | 11,41,290 |
| 127 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. N o t e : (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 60.00 | 4,423.89 | 2,65,433.4 |
| 128 | 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 a n d 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 | 60.00 | 3,836.54 | 2,30,192.4 |
| 129 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 800.00 | 66.33 | 53,064 |
| 130 | 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 | 800.00 | 386.32 | 3,09,056 |
| 131 | Dismantling of existing flared portion of guard rails of any rail section over PSC s l e e p e r s duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 60.00 | 2,144.71 | 1,28,682.6 |
| 132 | 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 | 1000.00 | 224.71 | 2,24,710 |
| 133 | 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 | 60.00 | 4,019.97 | 2,41,198.2 |
| 134 | Overhauling of track on ballasted deck slab bridge i.e. screening of crib ballast and shoulder ballast in between sleeper ends and ballast retaining walls on both sides of the track without disturbing core under the sleeper under traffic following all safety precautions and other instructions prescribed by Engineer in-charge. Muck should be disposed of away from bridge up to a maximum distance of 350 m and lift up to 10m. | TRM | 2000.00 | 329.39 | 6,58,780 |
| 135 | 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 | 10.00 | 9,693.85 | 96,938.5 |
| 136 | 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 | 5.00 | 8,689.87 | 43,449.35 |
| 137 | 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 | 5.00 | 7,832.38 | 39,161.9 |
| 138 | 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 Sheet of 600mm dia w i t h 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 | 5.00 | 4,870.61 | 24,353.05 |
| 139 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 5.00 | 7,994.87 | 39,974.35 |
| 140 | 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 | 15.00 | 6,778.28 | 1,01,674.2 |
| 141 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 5.00 | 7,994.87 | 39,974.35 |
| 142 | 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 | 5.00 | 10,062.35 | 50,311.75 |
| 143 | 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 | 1,230.31 | 2,46,062 |
| 144 | Boards with single post | Each | 200.00 | 170.39 | 34,078 |
| 145 | Boards with two posts | Each | 200.00 | 182.49 | 36,498 |
| 146 | For erection | Each | 500.00 | 268.32 | 1,34,160 |
| 147 | For removal | Each | 500.00 | 218.08 | 1,09,040 |
| 148 | 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 | 10.00 | 507.24 | 5,072.4 |
| 149 | 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 | 5000.00 | 157.89 | 7,89,450 |
| 150 | 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 | 400.00 | 4,292.55 | 17,17,020 |
| 151 | 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 | 1000000.00 | 0.76 | 7,60,000 |
| 152 | Bolts dia. 26mm to 30mm | Each | 1000.00 | 32.34 | 32,340 |
| 153 | Bolts dia. 31mm to 40mm | Each | 1000.00 | 38.98 | 38,980 |
| 154 | PSC Line sleepers | Each | 2000.00 | 29.36 | 58,720 |
| 155 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 830.66 | 8,30,660 |
| 156 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 500.00 | 1,123.37 | 5,61,685 |
| 157 | Tractor with Trolley for local transportation or other misc. works. | Hour | 500.00 | 291.34 | 1,45,670 |
| 158 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each | 2.00 | 18,384.6 | 36,769.2 |
| Schedule total | ₹11,04,57,978.42 | ||||
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