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Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
16 Sept 2026, 3:00 pm
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
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. (For details refer tender documents)
Similar nature of work means "Execution of any P.Way related works".
32 conditions · 2 needing a document upload
The tenderer(s) should submit the BID SECURITY in acceptable form i.e. only through net banking or e-payment gateway or submitted as Bank Guarantee Bond from a Scheduled Nationalized bank of India or as mentioned in the tender documents. The Bank Guarantee Bond shall be as per Annexure- VI(A) and shall be valid for a period of 90 days beyond the bid validity period.( NOTE: For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para-5 Bid Security (3)(i) to (vii) mentioned in the tender document should invariably be followed.)
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
All repairs & maintenance of P.way zonal works for a period upto 30/9/2027 from Km 16.298 to 90.350 on Sitabanji-Jaroli section under SSE(P.Way)/ Kendujhargarh of Khurda Road Division.
e-TenderNorthKUR-146-2026~ECOR
e-TenderNorthKUR-146-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹3.3 L
24 Aug 2026
24 Aug 2026
2 Sept 2026
151 items across 5 schedules · ₹1,27,15,847.49 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 500.00 | 8.49 | 4,245 |
| 2 | More than 40 m long rail panel | RM | 500.00 | 13.41 | 6,705 |
| 3 | Extra to Item no. 061011 for working on bridge | RM | 250.00 | 3.7 | 925 |
| 4 | For Through Rail Renewal work | TRM | 400.00 | 41.65 | 16,660 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 33.06 | 6,612 |
| 6 | For Through Rail Renewal work | TRM | 400.00 | 42.94 | 17,176 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 250.00 | 34.99 | 8,747.5 |
| 8 | Locations other than Ballasted Deck Bridge | Each | 60.00 | 438.94 | 26,336.4 |
| 9 | Ballasted Deck Bridge | Each | 30.00 | 518.38 | 15,551.4 |
| 10 | 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 | 750.00 | 24.75 | 18,562.5 |
| 11 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in- Charge. Note: GRSP will be supplied at SSE/stores/depot. | Sleeper | 750.00 | 22.44 | 16,830 |
| 12 | For 1.00m long fishplates | Joint | 320.00 | 102.51 | 32,803.2 |
| 13 | For 610 mm long fish plates. | Joint | 75.00 | 69.94 | 5,245.5 |
| 14 | 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 | 1000.00 | 48.53 | 48,530 |
| 15 | 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 | 24000.00 | 4.08 | 97,920 |
| 16 | By using Contractor's Grease Graphite | Each | 15000.00 | 32.71 | 4,90,650 |
| 17 | GRSP | Each | 500.00 | 19.21 | 9,605 |
| 18 | ERCs | Each | 1000.00 | 6.42 | 6,420 |
| 19 | Metal/GFN Liners | Each | 1000.00 | 4.28 | 4,280 |
| 20 | 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 | 700.00 | 290.31 | 2,03,217 |
| 21 | Rail section of 52Kg and above | Each | 70.00 | 112.21 | 7,854.7 |
| 22 | 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 | 2.00 | 7,899.44 | 15,798.88 |
| 23 | Sleepers up to 2.85 m length | Each | 15.00 | 563.99 | 8,459.85 |
| 24 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 15.00 | 776.72 | 11,650.8 |
| 25 | Sleepers of more than 4.20 m length | Each | 15.00 | 1,223.68 | 18,355.2 |
| 26 | 1 in 8½ Turnout | Set | 1.00 | 3,557.04 | 3,557.04 |
| 27 | 1 in 12 Turnout | Set | 4.00 | 3,892.09 | 15,568.36 |
| 28 | 1 in 16 Turnout | Set | 1.00 | 4,227.15 | 4,227.15 |
| 29 | 1 in 8½ Switch Assembly | Set | 2.00 | 12,535.87 | 25,071.74 |
| 30 | 1 in 16 Switch Assembly | Set | 2.00 | 15,464.55 | 30,929.1 |
| 31 | 1 in 8.5 Turnouts | Set | 3.00 | 2,047.34 | 6,142.02 |
| 32 | 1 in 12 Turnout | Set | 5.00 | 3,423.71 | 17,118.55 |
| 33 | 1 in 16 Turnout | Set | 2.00 | 3,570.81 | 7,141.62 |
| 34 | For 1 in 12 Turnouts | Set | 4.00 | 5,226.35 | 20,905.4 |
| 35 | For 1 in 8.5 Turnouts | Set | 2.00 | 4,181.08 | 8,362.16 |
| 36 | Turnout sleepers of length up to 2.85 m | Each | 75.00 | 127.88 | 9,591 |
| 37 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 75.00 | 153.45 | 11,508.75 |
| 38 | Sleepers of length more than 4.20 m | Each | 75.00 | 166.24 | 12,468 |
| 39 | Depth of 200 mm below bottom of sleeper - For Plain Track : | TRM | 500.00 | 433.64 | 2,16,820 |
| 40 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 500.00 | 539.16 | 2,69,580 |
| 41 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 350.00 | 862.66 | 3,01,931 |
| 42 | 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 | 1800.00 | 165.82 | 2,98,476 |
| 43 | 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 | 15000.00 | 24.39 | 3,65,850 |
| 44 | 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 | 100.00 | 1,882.35 | 1,88,235 |
| 45 | 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 | 150.00 | 1,741.94 | 2,61,291 |
| 46 | 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 | 7.00 | 1,741.94 | 12,193.58 |
| 47 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 15000.00 | 96.79 | 14,51,850 |
| 48 | For PSC Sleeper | TRM | 1000.00 | 82.96 | 82,960 |
| 49 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2200.00 | 127.76 | 2,81,072 |
| 50 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1800.00 | 98.28 | 1,76,904 |
| 51 | 1 in 12 PSC layout | Set | 6.00 | 13,828.92 | 82,973.52 |
| 52 | 1 in 16 PSC layout | Set | 4.00 | 15,776.96 | 63,107.84 |
| 53 | 1 in 8½ Derailing Switch | Set | 4.00 | 1,514.21 | 6,056.84 |
| 54 | 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 | 70.00 | 524.56 | 36,719.2 |
| 55 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 4000.00 | 164.96 | 6,59,840 |
| 56 | Extra over Items 132011 to 132014 for working in yards | TRM | 1500.00 | 42.72 | 64,080 |
| 57 | Overhauling of fish plated / welded joint track sleepers including 3 approach sleepers on either sides up to 50mm below bottom of sleepers in crib & shoulder, replacing rounded ballast, recouping deficient ballast within 50m lead, replacement of worn-out fittings supplied by Railway, as directed as per procedure prescribed in latest edition of IRPWM. | Each | 20.00 | 1,177.97 | 23,559.4 |
| 58 | Without Rail tensor | TRM | 6000.00 | 33.95 | 2,03,700 |
| 59 | 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 | 12.00 | 1,685.87 | 20,230.44 |
| 60 | With Contractor's hard wood block. | Each | 45.00 | 2,878.2 | 1,29,519 |
| 61 | 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 | 75.00 | 158.89 | 11,916.75 |
| 62 | For 60 Kg Rails | TRM | 2000.00 | 86.16 | 1,72,320 |
| 63 | 1 in 12 Turnout | Set | 20.00 | 1,298.43 | 25,968.6 |
| 64 | 1 in 8½ Turnout | Set | 15.00 | 847.63 | 12,714.45 |
| 65 | Derailing Switch | Set | 11.00 | 423.82 | 4,662.02 |
| 66 | Kilometre & Gradient post | Each | 150.00 | 92.59 | 13,888.5 |
| 67 | LWR / SEJ Board | Each | 59.00 | 167.1 | 9,858.9 |
| 68 | Level Crossing Post | Each | 60.00 | 184.83 | 11,089.8 |
| 69 | Curve Post | Each | 255.00 | 98.57 | 25,135.35 |
| 70 | Curve Board | Each | 120.00 | 167.1 | 20,052 |
| 71 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1200.00 | 55.71 | 66,852 |
| 72 | Miscellaneous General Boards, Jurisdiction Boards, Structures etc. | Sqm | 75.00 | 131.55 | 9,866.25 |
| 73 | For day time block working | TRM | 3000.00 | 17.66 | 52,980 |
| 74 | For night time block working | TRM | 3000.00 | 19.79 | 59,370 |
| 75 | Level crossing with CC block surface | Sqm | 120.00 | 308.26 | 36,991.2 |
| 76 | 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 | 150.00 | 97.9 | 14,685 |
| 77 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 3.00 | 8,669.97 | 26,009.91 |
| 78 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 11.00 | 10,088.72 | 1,10,975.92 |
| 79 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 3.00 | 13,113.13 | 39,339.39 |
| 80 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 3,192.55 | 15,962.75 |
| 81 | 60 Kg - 110/90 UTS - Outside Track | Each | 75.00 | 303.09 | 22,731.75 |
| 82 | 52 Kg - 90 UTS - Outside Track | Each | 15.00 | 277.35 | 4,160.25 |
| 83 | 60 Kg - 110/90 UTS - On Running Line | Each | 300.00 | 384.24 | 1,15,272 |
| 84 | 52 Kg - 90 UTS- On Running Line | Each | 15.00 | 310.55 | 4,658.25 |
| 85 | Outside Track | Each | 50.00 | 52.94 | 2,647 |
| 86 | On Running Line | Each | 300.00 | 68.3 | 20,490 |
| 87 | 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 | 100.00 | 41.16 | 4,116 |
| 88 | Level crossings with concrete blocks road surface | Sqm | 70.00 | 485.14 | 33,959.8 |
| 89 | 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 | 30.00 | 1,075.89 | 32,276.7 |
| 90 | 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 | 4,670.74 | 9,341.48 |
| 91 | With Contractor's hard wood block | Each | 11.00 | 3,507.6 | 38,583.6 |
| 92 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 2.00 | 4,370.37 | 8,740.74 |
| 93 | 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 and 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 | 2.00 | 3,427.8 | 6,855.6 |
| 94 | Dismantling of existing flared portion of guard rails of any rail section over PSC sleepers 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 | 2.00 | 1,918.27 | 3,836.54 |
| 95 | Tightening of steel channel sleeper fittings i.e. hook bolts, running rails bolts, guard rail bolts on girder bridges with contractor labour tools, plants etc., including oiling, greasing of fittings complete and as directed by engineer in charge. Note: Before execution of work specific approval of ADEN to be obtained by duly indicating the locations with specific reasons along with date of last tightening done. | Sleeper | 400.00 | 38.32 | 15,328 |
| 96 | 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 | 5.00 | 7,274.09 | 36,370.45 |
| 97 | 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 | 6,720.24 | 33,601.2 |
| 98 | 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 | 6,203.03 | 31,015.15 |
| 99 | 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 | 5.00 | 7,056.43 | 35,282.15 |
| 100 | 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 | 6.00 | 6,067.76 | 36,406.56 |
| 101 | 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 | 6.00 | 5,205.56 | 31,233.36 |
| 102 | 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 | 13.00 | 7,362.86 | 95,717.18 |
| 103 | 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 | 38.00 | 1,066.15 | 40,513.7 |
| 104 | 7.2 mm dia. | Each | 50.00 | 464.74 | 23,237 |
| 105 | 16 mm dia. | Each | 5.00 | 1,878.41 | 9,392.05 |
| 106 | 26.5 mm dia. | Each | 5.00 | 3,077.26 | 15,386.3 |
| 107 | 28.75 mm dia. | Each | 5.00 | 3,881.34 | 19,406.7 |
| 108 | 31.75 mm dia. | Each | 5.00 | 4,144.96 | 20,724.8 |
| 109 | For erection | Each | 38.00 | 237.68 | 9,031.84 |
| 110 | For removal | Each | 38.00 | 192.8 | 7,326.4 |
| 111 | Fabricating of check rails of 52Kg and 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor's labour, tools and materials complete. Note: 1. Rails shall be supplied by Railways 2.The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly with in a lead of 500m. 4.Drilling of holes shall be paid under relevant item. | RM | 100.00 | 255.91 | 25,591 |
| 112 | Dismantling Check Rail on curves on track of all rail sections, duly removing fish plates and bolts including removing chairs from sleepers, leading and stacking released materials away from track clear of infringements, complete and as directed. | RM | 550.00 | 59.6 | 32,780 |
| 113 | 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 | 500.00 | 64.26 | 32,130 |
| 114 | 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 | 75.00 | 139.7 | 10,477.5 |
| 115 | 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 | 11.00 | 3,924.17 | 43,165.87 |
| 116 | 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 | 25000.00 | 0.51 | 12,750 |
| 117 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 70.00 | 802.46 | 56,172.2 |
| 118 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 1,134.57 | 1,13,457 |
| 119 | Tractor with Trolley for local transportation or other misc. works. | Hour | 100.00 | 356.23 | 35,623 |
| Schedule total | ₹83,39,108.55 | ||||
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