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Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
10 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SR.DEN/1
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. As per Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
SIMILAR NATURE OF WORK FOR THIS CONTRACT- EXECUTION OF P. WAY WORKS
21 conditions · 5 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.
Para 5(3) ii. Part I of GCC shall be read as under: The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids [i.e. excluding the last date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
Different track maintenance work along with all ancillary work in Senior Section Engineer [P.Way]/BP under the jurisdiction of Assistant Engineer/ Sealdah (for 01 year).
TN-29-26-27
TN-29-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.8 L
10 Jun 2026
16 May 2026
27 May 2026
116 items across 2 schedules · ₹1,45,21,926.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 50.00 | 102.55 | 5,127.5 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 42.18 | 42,180 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 44.67 | 44,670 |
| 4 | For location of work not involving deep screening | Each | 400.00 | 405.82 | 1,62,328 |
| 5 | For location of work involving deep screening (deep screening to be paid separately). | Each | 400.00 | 226.9 | 90,760 |
| 6 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 800.00 | 426.11 | 3,40,888 |
| 7 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 800.00 | 238.25 | 1,90,600 |
| 8 | For location of work not involving deep screening | TRM | 500.00 | 197.57 | 98,785 |
| 9 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 500.00 | 71.25 | 35,625 |
| 10 | Fish plates with 4 fish bolts. | Joint | 50.00 | 229.18 | 11,459 |
| 11 | Fish plates of 6 bolts. | Joint | 100.00 | 317.41 | 31,741 |
| 12 | 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 |
| 13 | For 1.00m long fishplates | Joint | 100.00 | 125.1 | 12,510 |
| 14 | For 610 mm long fish plates. | Joint | 50.00 | 85.23 | 4,261.5 |
| 15 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 100.00 | 62.41 | 6,241 |
| 16 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply 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 | 20000.00 | 4.97 | 99,400 |
| 17 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 800.00 | 56.8 | 45,440 |
| 18 | By using Contractor's Grease Graphite | Each | 2000.00 | 40.34 | 80,680 |
| 19 | GRSP | Each | 1000.00 | 24.77 | 24,770 |
| 20 | ERCs | Each | 2000.00 | 8.27 | 16,540 |
| 21 | Metal/GFN Liners | Each | 2000.00 | 5.51 | 11,020 |
| 22 | 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 | 100.00 | 229.34 | 22,934 |
| 23 | Rail section of 52Kg and above | Each | 400.00 | 163.69 | 65,476 |
| 24 | 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 |
| 25 | Under Traffic Block Conditions | Set | 5.00 | 8,669.48 | 43,347.4 |
| 26 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 5.00 | 10,403.43 | 52,017.15 |
| 27 | 1 in 8½ Turnout (Under Traffic Block) | Set | 5.00 | 36,340.97 | 1,81,704.85 |
| 28 | 1 in 12 Turnout (Under Traffic Block) | Set | 5.00 | 41,789.32 | 2,08,946.6 |
| 29 | Diamond Crossing (Under Traffic Block) | Set | 4.00 | 56,345.24 | 2,25,380.96 |
| 30 | 1 in 8½ Turnouts | Set | 2.00 | 20,882.1 | 41,764.2 |
| 31 | 1 in 12 Turnouts | Set | 2.00 | 24,188.59 | 48,377.18 |
| 32 | Derailing Switch | Set | 6.00 | 9,961.19 | 59,767.14 |
| 33 | Diamond Crossing | Set | 2.00 | 1,03,222.92 | 2,06,445.84 |
| 34 | 1 in 8½ Turnouts | Set | 4.00 | 21,028.05 | 84,112.2 |
| 35 | 1 in 12 Turnouts | Set | 6.00 | 27,950.61 | 1,67,703.66 |
| 36 | Sleepers up to 2.85 m length | Each | 30.00 | 724.09 | 21,722.7 |
| 37 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 60.00 | 998.52 | 59,911.2 |
| 38 | Sleepers of more than 4.20 m length | Each | 50.00 | 1,575.04 | 78,752 |
| 39 | 1 in 8½ Turnout | Set | 4.00 | 4,524.5 | 18,098 |
| 40 | 1 in 12 Turnout | Set | 6.00 | 4,956.72 | 29,740.32 |
| 41 | 1 in 8½ Switch Assembly | Set | 3.00 | 15,747.92 | 47,243.76 |
| 42 | 1 in 12 Switch Assembly | Set | 3.00 | 17,573.85 | 52,721.55 |
| 43 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 196.09 | 19,609 |
| 44 | Sleepers of length more than 4.20 m | Each | 100.00 | 212.43 | 21,243 |
| 45 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 2000.00 | 692.51 | 13,85,020 |
| 46 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 500.00 | 1,108.02 | 5,54,010 |
| 47 | For average lead up to 50m and lift up to 5m | cum | 1000.00 | 110.76 | 1,10,760 |
| 48 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 1000.00 | 29.99 | 29,990 |
| 49 | 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 | 12000.00 | 31.27 | 3,75,240 |
| 50 | Under Traffic Block Conditions: | cum | 2500.00 | 62.42 | 1,56,050 |
| 51 | For 60 Kg/60EI - R260 grade Rail | Each | 100.00 | 4,581.85 | 4,58,185 |
| 52 | For 52 Kg - 90/72 UTS Rail | Each | 30.00 | 4,478.83 | 1,34,364.9 |
| 53 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 26000.00 | 124.02 | 32,24,520 |
| 54 | For PSC Sleeper | TRM | 2000.00 | 106.3 | 2,12,600 |
| 55 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 800.00 | 148.82 | 1,19,056 |
| 56 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1500.00 | 163.7 | 2,45,550 |
| 57 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 800.00 | 114.48 | 91,584 |
| 58 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1500.00 | 125.92 | 1,88,880 |
| 59 | 1 in 8½ PSC layout | Set | 5.00 | 13,583.64 | 67,918.2 |
| 60 | 1 in 12 PSC layout | Set | 5.00 | 17,706.71 | 88,533.55 |
| 61 | 1 in 8½ Derailing Switch | Set | 5.00 | 1,928.41 | 9,642.05 |
| 62 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 200.00 | 211.64 | 42,328 |
| 63 | For other than PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more (M+7) | TRM | 500.00 | 185.19 | 92,595 |
| 64 | With 2 bolts | Set | 20.00 | 130.09 | 2,601.8 |
| 65 | With 4 bolts | Set | 20.00 | 143.68 | 2,873.6 |
| 66 | With Clamps | Set | 20.00 | 185.01 | 3,700.2 |
| 67 | 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 | 250.00 | 113.05 | 28,262.5 |
| 68 | 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 | 60.00 | 2,141.74 | 1,28,504.4 |
| 69 | 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 |
| 70 | 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 | 38.48 | 3,84,800 |
| 71 | 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 | 8000.00 | 17.71 | 1,41,680 |
| 72 | 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 | 2500.00 | 203.13 | 5,07,825 |
| 73 | For 60 Kg Rails | TRM | 2000.00 | 89.69 | 1,79,380 |
| 74 | For 52 Kg Rails | TRM | 800.00 | 79.69 | 63,752 |
| 75 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 500.00 | 24.36 | 12,180 |
| 76 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track for old painted joints in normal corrosive prone area for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to IS:9862 latest version on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: 1.Before painting, dust, dirt and flaked paint from the welded joint shall be removed thoroughly by scrapping with wire brush. Grease and oil shall be removed by use of appropriate solvent confirming to latest IS:1745. 2.Use of detergent followed by water washing should also be done to ensure removal of oil and grease apart from the greasing compound. 3.The paint should be procured along with the thinner recommended by the manufacturer of the paint. 4.No other thinner like kerosene oil should be used. | Each | 500.00 | 26.37 | 13,185 |
| 77 | For night time block working | TRM | 2000.00 | 25.27 | 50,540 |
| 78 | Level crossing with asphalted surface | Sqm | 200.00 | 449.86 | 89,972 |
| 79 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 8.00 | 11,108.63 | 88,869.04 |
| 80 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 8.00 | 12,934.56 | 1,03,476.48 |
| 81 | Derailing Switch (Under Traffic Block Conditions) | Set | 4.00 | 4,053.15 | 16,212.6 |
| 82 | Extra to Item no. 156011 for night block working | Set | 8.00 | 1,666.29 | 13,330.32 |
| 83 | Extra to Item no. 156012 for night block working | Set | 8.00 | 1,940.18 | 15,521.44 |
| 84 | Extra to Item no. 156015 for night block working | Set | 4.00 | 607.97 | 2,431.88 |
| 85 | 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 | 70.00 | 2,731.53 | 1,91,207.1 |
| 86 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 20.00 | 4,149.84 | 82,996.8 |
| 87 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 20.00 | 3,941.12 | 78,822.4 |
| 88 | 60 Kg - 110/90 UTS - Outside Track | Each | 300.00 | 170.82 | 51,246 |
| 89 | 60 Kg - 110/90 UTS - On Running Line | Each | 200.00 | 222.4 | 44,480 |
| 90 | Outside Track | Each | 150.00 | 57.02 | 8,553 |
| 91 | On Running Line | Each | 100.00 | 75.99 | 7,599 |
| 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 | 300.00 | 42.61 | 12,783 |
| 93 | 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 | 200.00 | 118.05 | 23,610 |
| 94 | For lead up to 500 metre. | MT | 200.00 | 455.32 | 91,064 |
| 95 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 30.00 | 210.29 | 6,308.7 |
| 96 | For lead up to 500 metres | MT | 150.00 | 354.59 | 53,188.5 |
| 97 | Lead up to 5 Km | MT | 45.00 | 193.12 | 8,690.4 |
| 98 | Lead beyond 5 Km and up to 10 km | MT | 15.00 | 236.04 | 3,540.6 |
| 99 | From Truck / Trailer | MT | 50.00 | 96.69 | 4,834.5 |
| 100 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 50.00 | 444.82 | 22,241 |
| 101 | All type of PSC sleepers | MT | 50.00 | 486.65 | 24,332.5 |
| 102 | P.Way fittings of all types and other similar loose items | MT | 20.00 | 460.41 | 9,208.2 |
| 103 | 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 | 200.00 | 436.89 | 87,378 |
| 104 | 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 | 200.00 | 214.88 | 42,976 |
| 105 | Level crossings with asphalted road surface | Sqm | 200.00 | 676.65 | 1,35,330 |
| 106 | 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 | 200.00 | 197.14 | 39,428 |
| 107 | Fixing check rails to running rails on level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. | Set | 10.00 | 5,962.3 | 59,623 |
| 108 | Painting of running rails and check rails of any rail section of level crossing with anti- corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM | 200.00 | 55.95 | 11,190 |
| 109 | With Railway's wooden block by cutting Railway's wooden sleepers (supplied free by Railways) into blocks by sawing to size | Each | 20.00 | 333.93 | 6,678.6 |
| 110 | Renewal of existing guard rails of all rail sections on bridge portion over wooden/PSC/steel channel sleepers excluding flared ends duly leading new guard rails including cutting of rails, drilling holes to the guard rails as required and as per drawings, refixing with all fastenings, and leading back the released rail, stacking at nominated place clear of infringements with all leads & lifts complete and as directed. | TRM | 50.00 | 261.99 | 13,099.5 |
| 111 | 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 | 10.00 | 4,742.54 | 47,425.4 |
| 112 | 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 | 20000.00 | 0.81 | 16,200 |
| 113 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 20.00 | 808.64 | 16,172.8 |
| 114 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 30.00 | 940.74 | 28,222.2 |
| Schedule total | ₹1,38,91,255.87 | ||||
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ANNEXURE-C-LOC2.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
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annexureVIBcontractualturnoverdata.pdf
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annexureVIABidsecurity.pdf
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Annexure--I_a_I_b_IIIII-TechComp.pdf
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tmtbarsdecontrolled.pdf
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Annexure-V_VA.pdf
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GCCACSUPRO_10.pdf
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TenderDocumentChapterI-II.pdf
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JPODIGGING.pdf
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LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
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GCCACS11.pdf
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