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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹83.4 L
EMD Value
₹1.7 L
Closing Date
15 Dec 2025, 4:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
P.WAY
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N crores or V, whichever is lower; 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.
Similar nature of work for this tender is "Execution of P. Way Works".
19 conditions · 2 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexure duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/ tenderers. Annexure are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b).3 Annexure-II Details of Plants and Machinery with the tenderer to be filled & submitted as per Annexure- II. 4. Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5. Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6. Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7. Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8. Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9. Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10. Annexure-IX GST COMPLAINT INVOICE: To be filled & submitted as per Annexure-IX. 11. Annexure V (A) by each partners of Partnership Firm/ JV/ HUF/ LLP; FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-V (A) of GCC-2022 12. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 13. Annexure-VIA BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-VIA. 14. Annexure-VIB Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-VIA. 15. Submission of Form VA properly. 16. Annexure-VI of GCC- 2022: TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-VI of GCC-2022. (This annexure will be applicable, if tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity).
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI. Annexure-VI, VI A & VI B of GCC-2022 respectively. These Annexure are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderers.
Demand for Mandate for NEFT is to be uploaded with a scanned copy duly filled in and signed as per annexure no. VIII. This Annexure is available in View Document menu at Home page and is downloadable.
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.
Open e-tender for Different type of track activity like casual renewal of rail- sleeper-switch-SEJ, tamping of track, deep screening, casual renewal of fittings, assisting track machine etc. with other ancillary works and cleaning of drainage system of Hansdiha-Dumka (ex) (SL 73/717-115/375), Kakni (Ex)- Hansdiha (SL 35.4 - 38.11) and Hansdiha-Godda (SL 0/0-32/500) in the section of Senior Section Engineer/ P. Way/Bhagalpur-II under Assistant Engineer/Bhagalpur in the jurisdiction of Senior Divisional Engineer/II/Malda.
148-MLDT-25-26~ER
148-MLDT-25-26
Open
Works - General
12 Months
Maldah, West Bengal
₹0
₹1.7 L
15 Dec 2025
24 Nov 2025
1 Dec 2025
132 items across 2 schedules · ₹82,18,483.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Through Rail Renewal work | TRM | 100.00 | 53.4 | 5,340 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 42.18 | 42,180 |
| 3 | For Through Rail Renewal work | TRM | 100.00 | 55.06 | 5,506 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 44.67 | 44,670 |
| 5 | For location work not involving deep screening | Each | 100.00 | 405.82 | 40,582 |
| 6 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 100.00 | 426.11 | 42,611 |
| 7 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper | 5000.00 | 20.97 | 1,04,850 |
| 8 | 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 | 500.00 | 29.42 | 14,710 |
| 9 | 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 | 100.00 | 62.41 | 6,241 |
| 10 | 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 | 3000.00 | 4.97 | 14,910 |
| 11 | 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 | 200.00 | 56.8 | 11,360 |
| 12 | 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 | 1000.00 | 4.29 | 4,290 |
| 13 | GRSP | Each | 500.00 | 24.77 | 12,385 |
| 14 | ERCs | Each | 200.00 | 8.27 | 1,654 |
| 15 | Metal/GFN Liners | Each | 1200.00 | 5.51 | 6,612 |
| 16 | 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 | 200.00 | 229.34 | 45,868 |
| 17 | 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 | 5.00 | 10,042.6 | 50,213 |
| 18 | Sleepers up to 2.85 m length | Each | 50.00 | 724.09 | 36,204.5 |
| 19 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 30.00 | 998.52 | 29,955.6 |
| 20 | Sleepers of more than 4.20 m length | Each | 10.00 | 1,575.04 | 15,750.4 |
| 21 | 1 in 8½ Turnout | Set | 3.00 | 4,524.5 | 13,573.5 |
| 22 | 1 in 12 Turnout | Set | 5.00 | 4,956.72 | 24,783.6 |
| 23 | 1 in 8½ Switch Assembly | Set | 5.00 | 15,747.92 | 78,739.6 |
| 24 | 1 in 12 Switch Assembly | Set | 5.00 | 17,573.85 | 87,869.25 |
| 25 | For 1 in 12 Turnouts | Set | 5.00 | 36,456.75 | 1,82,283.75 |
| 26 | For 1 in 8.5 Turnouts | Set | 2.00 | 29,165.4 | 58,330.8 |
| 27 | For 1 in 12 Turnouts | Set | 7.00 | 6,446.33 | 45,124.31 |
| 28 | For 1 in 8.5 Turnouts | Set | 5.00 | 5,157.07 | 25,785.35 |
| 29 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 200.00 | 692.51 | 1,38,502 |
| 30 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 150.00 | 1,108.02 | 1,66,203 |
| 31 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 2000.00 | 31.27 | 62,540 |
| 32 | Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. | cum | 800.00 | 368.33 | 2,94,664 |
| 33 | Under Traffic Block Conditions: | cum | 2000.00 | 62.42 | 1,24,840 |
| 34 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 25.00 | 2,213.63 | 55,340.75 |
| 35 | For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 60.00 | 2,032.51 | 1,21,950.6 |
| 36 | For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 25.00 | 2,032.51 | 50,812.75 |
| 37 | For sleeper density of 1660 sleepers per km | TRM | 100.00 | 329.53 | 32,953 |
| 38 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 1500.00 | 124.02 | 1,86,030 |
| 39 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 250.00 | 148.82 | 37,205 |
| 40 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 250.00 | 163.7 | 40,925 |
| 41 | 1 in 8½ PSC layout | Set | 4.00 | 13,583.64 | 54,334.56 |
| 42 | 1 in 12 PSC layout | Set | 5.00 | 17,706.71 | 88,533.55 |
| 43 | 1 in 8½ Derailing Switch | Set | 2.00 | 1,928.41 | 3,856.82 |
| 44 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 250.00 | 149.36 | 37,340 |
| 45 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 250.00 | 188.35 | 47,087.5 |
| 46 | With Contractor's Hydraulic Rail tensor | TRM | 5000.00 | 45.84 | 2,29,200 |
| 47 | Without Rail tensor | TRM | 7000.00 | 41.95 | 2,93,650 |
| 48 | 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 | 10.00 | 2,141.74 | 21,417.4 |
| 49 | With Contractor's hard wood block. | Each | 100.00 | 3,290.86 | 3,29,086 |
| 50 | 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 | 200.00 | 249.67 | 49,934 |
| 51 | 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 | 20000.00 | 38.48 | 7,69,600 |
| 52 | 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 | 100.00 | 203.13 | 20,313 |
| 53 | For 60 Kg Rails | RM | 2000.00 | 65.22 | 1,30,440 |
| 54 | For 52 Kg Rails | RM | 500.00 | 57.95 | 28,975 |
| 55 | For 60 Kg Rails | TRM | 2000.00 | 89.69 | 1,79,380 |
| 56 | For 52 Kg Rails | TRM | 500.00 | 79.69 | 39,845 |
| 57 | 1 in 12 Turnout | Set | 8.00 | 1,233.06 | 9,864.48 |
| 58 | 1 in 8½ Turnout | Set | 5.00 | 773.29 | 3,866.45 |
| 59 | Derailing Switch | Set | 5.00 | 386.64 | 1,933.2 |
| 60 | Kilometre & Gradient post | Each | 200.00 | 89.99 | 17,998 |
| 61 | LWR / SEJ Board | Each | 50.00 | 151.99 | 7,599.5 |
| 62 | Level Crossing Boards including Road Sign Boards | Each | 50.00 | 168.19 | 8,409.5 |
| 63 | Level Crossing Post | Each | 50.00 | 174.38 | 8,719 |
| 64 | Curve Post | Each | 50.00 | 93 | 4,650 |
| 65 | Curve Board | Each | 50.00 | 151.99 | 7,599.5 |
| 66 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 500.00 | 58.01 | 29,005 |
| 67 | 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 | 1000.00 | 23.61 | 23,610 |
| 68 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 1500.00 | 36.81 | 55,215 |
| 69 | For day time block working | TRM | 10000.00 | 22.53 | 2,25,300 |
| 70 | For night time block working | TRM | 10000.00 | 25.27 | 2,52,700 |
| 71 | Level crossing with asphalted surface | Sqm | 200.00 | 449.86 | 89,972 |
| 72 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 8.00 | 11,108.63 | 88,869.04 |
| 73 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 8.00 | 12,934.56 | 1,03,476.48 |
| 74 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 4,053.15 | 20,265.75 |
| 75 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 15.00 | 2,731.53 | 40,972.95 |
| 76 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 15.00 | 4,149.84 | 62,247.6 |
| 77 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 15.00 | 3,941.12 | 59,116.8 |
| 78 | 60 Kg - 110/90 UTS - Outside Track | Each | 200.00 | 170.82 | 34,164 |
| 79 | 52 Kg - 90 UTS - Outside Track | Each | 150.00 | 154.49 | 23,173.5 |
| 80 | 60 Kg - 110/90 UTS - On Running Line | Each | 100.00 | 222.4 | 22,240 |
| 81 | 52 Kg - 90 UTS- On Running Line | Each | 100.00 | 182.69 | 18,269 |
| 82 | Outside Track | Each | 400.00 | 57.02 | 22,808 |
| 83 | On Running Line | Each | 100.00 | 75.99 | 7,599 |
| 84 | 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 | 100.00 | 81.79 | 8,179 |
| 85 | 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 | 4000.00 | 4.7 | 18,800 |
| 86 | 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 | 500.00 | 89.5 | 44,750 |
| 87 | For lead up to 500 metre. | MT | 100.00 | 455.32 | 45,532 |
| 88 | For lead beyond 500 metre and up to 1 Km. | MT | 100.00 | 587.97 | 58,797 |
| 89 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 100.00 | 70.51 | 7,051 |
| 90 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 100.00 | 16.85 | 1,685 |
| 91 | Lead up to 5 Km | MT | 100.00 | 193.12 | 19,312 |
| 92 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 236.04 | 23,604 |
| 93 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 294.29 | 29,429 |
| 94 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 365.05 | 36,505 |
| 95 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 463.07 | 46,307 |
| 96 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 675.98 | 67,598 |
| 97 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 995.41 | 99,541 |
| 98 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 15000.00 | 3.27 | 49,050 |
| 99 | Lead up to 5 Km | MT | 100.00 | 55.91 | 5,591 |
| 100 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 98.82 | 9,882 |
| 101 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 157.08 | 15,708 |
| 102 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 227.84 | 22,784 |
| 103 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 325.85 | 32,585 |
| 104 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 538.76 | 53,876 |
| 105 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 858.2 | 85,820 |
| 106 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 15000.00 | 3.27 | 49,050 |
| 107 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 100.00 | 436.89 | 43,689 |
| 108 | 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 | 214.88 | 21,488 |
| 109 | Level crossings with asphalted road surface | Sqm | 100.00 | 676.65 | 67,665 |
| 110 | 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 | 20.00 | 197.14 | 3,942.8 |
| 111 | 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 | 2.00 | 5,962.3 | 11,924.6 |
| 112 | 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 | 363.76 | 36,376 |
| 113 | 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 | 4.00 | 7,859.85 | 31,439.4 |
| 114 | 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 | 4.00 | 7,316.6 | 29,266.4 |
| 115 | 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 | 4.00 | 7,676.77 | 30,707.08 |
| 116 | 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 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 | 5.00 | 4,092.72 | 20,463.6 |
| 117 | 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 | 6,572.25 | 32,861.25 |
| 118 | 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 | 5.00 | 5,674.99 | 28,374.95 |
| 119 | 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 | 6,572.25 | 32,861.25 |
| 120 | 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 | 7,943.03 | 39,715.15 |
| 121 | 18 mm dia. | Each | 10.00 | 2,303.2 | 23,032 |
| 122 | 26.5 mm dia. | Each | 10.00 | 3,416.81 | 34,168.1 |
| 123 | 28.75 mm dia. | Each | 40.00 | 3,648.99 | 1,45,959.6 |
| 124 | 31.75 mm dia. | Each | 20.00 | 4,537.09 | 90,741.8 |
| 125 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores. | RM | 100.00 | 80.56 | 8,056 |
| 126 | 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 | 70.00 | 4,742.54 | 3,31,977.8 |
| 127 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 50.00 | 808.64 | 40,432 |
| 128 | Tractor with Trolley for local transportation or other misc. works. | Hour | 50.00 | 230.79 | 11,539.5 |
| Schedule total | ₹78,85,102.62 | ||||
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ACS-2toGCC-2022.pdf
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GCCACS.pdf
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