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Tender Value
₹124.8 Cr
EMD Value
₹2.5 Cr
Closing Date
17 Sept 2026, 11:00 am
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG GSU
16 conditions · 5 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annualcontractual turnover of V/N or 'V' whichever is less; where V= Advertised value of thetender in crores of Rupees. N= Number of years prescribed for completion of work forwhich bids have been invited. The average annual contractual turnover shall becalculated as an average of 'total contractual payments" in the previous three financialyears, as per the audited balance sheet. However, in case balance sheet of the previousyear is yet to be prepared/ audited, the audited balance sheet of the fourth previous yearshall be considered for calculating average annual contractual turnover. The tenderersshall submit requisite information as per Annexure-VI B, along with copies of AuditedBalance Sheets duly certified by the Chartered Accountant/ Certificate from CharteredAccountant duly supported by Audited Balance SheetNote: the financial turnover of 2025-26 of the bidder has not been audited then certificate of C.A. is required that the balance sheet of financial year has not been audited. If the bidder have not submitted the certificate, then the financial turnover of the 2025-26 will be taken as Nil and average of three financial year will be considered for contractual receipt 2022-23, 2023-24 & 2024-25 as per factual based on Audited balance Sheet and for 2025-26 as Nil.
Financial Eligibility Criteria:For tenders having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A= Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N=Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender.
"Bid Capacity- The tender/technical bid will be evaluated based on bid capacity formula mentioned in tender document. The tenderers who meet the minimum eligibility criteria will be qualified, only if their available bid capacity as shown in statement submitted duly verified by charted accountant, is equal to or more than the total bid value of the present tender. The available bid capacity shall be calculated as mentioned in tendered document."
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.
The "Similar Work" is defined as "Any bridge work involving erection/launching or Regirdering of Plate girder/Open web girder/Composite bridge/Bowstring Arch bridge"
66 conditions · 9 needing a document upload
Tenderers are advised to visit the site of work to ascertain all aspects of thesite conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encountered incourse of execution of work
Before quoting rates tenderers are to read and understand all the clause/condition/free provisions incorporated in tender document and quote their rates accordingly
In case, the financial turnover of 2025-26 of the bidder has not been audited then certificate of C.A. is required that the balance sheet of financial year has not been audited. If the bidder have not submitted the certificate then the financial turnover of the 2025-26 will be taken as Nil and average of three financial year will be considered for contractual receipt 2022-23, 2023-24 & 2024-25 as per factual based on Audited balance Sheet and for 2025-26 as Nil.
The bid security submitted by tenderer in the form of Bank Guarantee shall be submitted as President of India,Acting through Dy.CPM/GSU/JHS, North Central Railway and Beneficiary FA&CAO/C/North Central Railway.
Tenderer must submit an undertaking that neither I / We (name of the sole Proprietor Firm / Partnership Firm /Limited Company / LLP / Registered Society / Trust / JV firm) nor any of the partner or partnership firm / LLP /Member of Registered Society / Trust / Constituent of JV firm including partner of partnership firm in JV has / have been black listed or debarred by Railway or any other Ministry / Department / Public Sector Undertaking of the Government of India / any State Govt. from participation in tenders / contracts as on the date of opening of bids, either in our individual capacity or in any firm in which we were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. Offer will be summarily rejected in case of non-submission of such document.
An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award
Please furnish list of Works completed in last seven financial years giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of opening of bids, either in their individual capacity or in any firm in which they were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
The contractor shall have the option to take payment from Railway through a letter of credit(LC) arrangement. This option has to be exercised IREPS by the tenderer at the time of bidding itself and the tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. In casetendereropts for payment through LC the procedure to deal release of payment through LC will be as per Railway Board's letter No. 2018/CE-I/CT/9 dated04.06.2018. The option so exercised , shall be an integral part of the bidder'soffer. Option of taking payment through LC arrangement, once exercised by the tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract.
As per Advanced Correction Slip no. 2 to IRGCC and up to date, April 2022, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
Is your firm is registered with MSME, Govt. of India for this category of work. If yes have you attached copy of relevant document?
Bid Security to be submitted in terms of para 5 of Tenders for works. If Bid security is not submitted and examption claimed than relevent doc. in support of examption should be submitted. The Bid shall be summarily rejected if it is not accompanied by the prescribed amount of Bid security
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.
Construction of ROB in lieu of Level Crossing No. 229 at km 1324/16-18 in between RPGU-BNAR stations in VGLJ-CNB Section & Construction of ROB in lieu of Level Crossing No. 367 at km 1126/20-22 at Jhansi yard in BINA-VGLJ section in Jhansi division of North Central Railway.
JHS-ENGG-GSU-2026-09~NCR
JHS-ENGG-GSU-2026-09
Open
Works - General
18 Months
Jhansi, Uttar Pradesh
₹0
₹2.5 Cr
18 Aug 2026
18 Aug 2026
3 Sept 2026
334 items across 6 schedules · ₹1,29,67,96,201.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 1 | With provision of painting verticals & horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm. | Metre | 400.00 | 112.03 | 44,812 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 2 | All kinds of soils | cum | 8000.00 | 196.66 | 15,73,280 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 450.00 | 3,562.71 | 16,03,219.5 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 650.00 | 3,667.29 | 23,83,738.5 |
| 5 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved p l a n t s ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 10000.00 | 3,645.58 | 3,64,55,800 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 6 | Abutment & Pier | cum | 6000.00 | 3,725.25 | 2,23,51,500 |
| 7 | Wing wall and Return wall | cum | 6000.00 | 3,725.25 | 2,23,51,500 |
| 8 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 3900.00 | 3,765.08 | 1,46,83,812 |
| 9 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 980.00 | 3,685.41 | 36,11,701.8 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. N o t e : 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 10 | 1200mm diameter | Metre | 9200.00 | 10,024.16 | 9,22,22,272 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 11 | All types of bridge super- structures, e.g. slabs, I-girders, T- girders, Box girders etc. up to 5m above ground level. | Sqm | 29200.00 | 860.71 | 2,51,32,732 |
| 12 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 5000.00 | 106.15 | 5,30,750 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 13 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 9400.00 | 8,153.06 | 7,66,38,764 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 3928000.00 | 80.14 | 31,47,89,920 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved p l a n t s ) using 20mm graded crushed stone aggregate and coarse sand of approved quality for cast in-situ Prestressed (Post- tensioned) concrete girder / Box girders/Slabs for different spans including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per d r a w i n g s , specifications and direction of the Engineer in-charge. Note: 1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 15 | With Soffit level up to 9m above Bed level | cum | 2400.00 | 3,765.08 | 90,36,192 |
| 16 | Providing and launching in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Precast Prestressed (Post- tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings, specifications and direction of the Engineer. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 1600.00 | 3,645.58 | 58,32,928 |
| 17 | Providing, fabricating & fixing in position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post- tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | MT | 54.00 | 1,90,323.94 | 1,02,77,492.76 |
| 18 | Extra for using HDPE sheathing in place of CRCA sheathing | Metre | 3729.00 | 164.39 | 6,13,010.31 |
| 19 | Design, manufacturing, supplying and fixing in position elastomeric b e a r i n g true to line and level conforming to IS:3400, IS:226, BS- 5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. | Cubic Centimetre | 185000.00 | 1.47 | 2,71,950 |
| Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 20 | 100mm dia. Drainage Spouts | Metre | 24.00 | 1,261.63 | 30,279.12 |
| Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley r e f u g e s etc., complete as per a p p r o v e d Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates o n l y. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% | — | — | — | — | |
| 21 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 980.00 | 1,00,144.26 | 9,81,41,374.8 |
| 22 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062 | MT | 900.00 | 3,077.26 | 27,69,534 |
| 23 | Deduct for using steel conforming t o Quality "BR" instead of Quality "B0" of Grade designation E250 as per IS:2062. | MT | 60.00 | -3,077.26 | -1,84,635.6 |
| 24 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 34500.00 | 169.56 | 58,49,820 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 25 | On new girder during fabrication | Sqm | 8000.00 | 665.66 | 53,25,280 |
| Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job. | — | — | — | — | |
| 26 | With Cement Grout. Cost of cement shall be paid extra. | Kg | 1260.00 | 127.5 | 1,60,650 |
| Design, supply, fitting and fixing in position true to line and level POT- PTFE bearing of 250 MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code and as per approved drawing a n d Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises. | — | — | — | — | |
| 27 | POT-cum -PTFE Bearing (Free end) | Each | 15.00 | 79,121.36 | 11,86,820.4 |
| 28 | POT Bearing-Fixed Type | Each | 10.00 | 1,01,205.39 | 10,12,053.9 |
| 29 | POT-cum -PTFE Guided (L)Bearing | Each | 10.00 | 1,24,368.89 | 12,43,688.9 |
| 30 | POT-cum -PTFE Guided (T)Bearing | Each | 15.00 | 1,17,682.4 | 17,65,236 |
| Painting of cleaned plate/composite bridge girders including all scaffolding along with provision of Jhoola / hanging scaffolding ladders etc. where required. | — | — | — | — | |
| 31 | With two coats of Aluminium paint in dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. | Sqm | 800.00 | 93.17 | 74,536 |
| Launching in position, by any approved method, pre-fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect. | — | — | — | — | |
| 32 | PSC girders / slabs | MT | 1700.00 | 1,623.02 | 27,59,134 |
| 33 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 150.00 | 87,491.62 | 1,31,23,743 |
| Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | — | — | — | — | |
| 34 | For Through Rail Renewal work | TRM | 4800.00 | 41.65 | 1,99,920 |
| 35 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 16490.00 | 2.77 | 45,677.3 |
| 36 | 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 | 4022.00 | 3.31 | 13,312.82 |
| Assembling all types of Switches on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches with a maximum lead of 500m, all lift & crossing of track as required including cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including lubrication of fittings/fastenings, complete in all respect. Note: Required P.Way fittings shall be supplied at SSE/P.Way stores. | — | — | — | — | |
| 37 | 1 in 8½ Turnouts | Set | 7.00 | 16,598.25 | 1,16,187.75 |
| 38 | 1 in 12 Turnouts | Set | 5.00 | 19,164.42 | 95,822.1 |
| Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. | — | — | — | — | |
| 39 | 1 in 8½ Turnouts | Set | 1.00 | 54,420.06 | 54,420.06 |
| 40 | 1 in 12 Turnouts | Set | 5.00 | 63,270.87 | 3,16,354.35 |
| Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge. | — | — | — | — | |
| 41 | 1 in 8½ Turnouts | Set | 6.00 | 40,153.78 | 2,40,922.68 |
| 42 | 1 in 12 Turnouts | Set | 1.00 | 46,855.85 | 46,855.85 |
| Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches to required level to provide full ballast cushion as per approved drawings after initial laying with Railway's stone ballast in convenient stages including one round of through packing after completion of final stage of lift, levelling, aligning, gauging and boxing to standard profile to make it fit for 20 kmph with all lead and lifts, complete in all respect and as directed by the Engineer-in-charge. Note: 1. The item shall be used only when UNIMAT is not available for the work before the turnout is opened for operation. 2. Leading and dumping of ballast will be paid separately under relevant item. | — | — | — | — | |
| 43 | For 1 in 8½ Points & Crossing | Set | 7.00 | 7,313.17 | 51,192.19 |
| 44 | For 1 in 12 Points & Crossing | Set | 5.00 | 9,227.76 | 46,138.8 |
| 45 | For Derailing Switch | Set | 2.00 | 5,398.58 | 10,797.16 |
| Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in- charge. Note: Payment shall be made based on ballast stack measurement. | — | — | — | — | |
| 46 | For average lead up to 50m and lift up to 5m | cum | 500.00 | 95.52 | 47,760 |
| 47 | 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 | 1000.00 | 24.39 | 24,390 |
| Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre-defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms. | — | — | — | — | |
| 48 | Under Conditions not requiring Traffic Block: | cum | 4000.00 | 37.06 | 1,48,240 |
| Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction s l i p s at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. | — | — | — | — | |
| 49 | When distance of nearest quarry is more than 50 km and up to 100 km | cum | 4000.00 | 1,497.48 | 59,89,920 |
| Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores. | — | — | — | — | |
| 50 | For 60Kg 90 UTS Rails | Each | 600.00 | 2,384.44 | 14,30,664 |
| 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor. | — | — | — | — | |
| 51 | For 60 Kg - 90 UTS Rail | Each | 150.00 | 4,465.53 | 6,69,829.5 |
| 25mm gap Cess Welding and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (Zircon washed) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. | — | — | — | — | |
| 52 | For 60 Kg - 90 UTS Rail | Each | 450.00 | 3,414.62 | 15,36,579 |
| Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in- charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the contractor. (2) Excavation and concrete work, if required, will be paid separately. | — | — | — | — | |
| 53 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 65.00 | 122.77 | 7,980.05 |
| 54 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 500.00 | 45.58 | 22,790 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. N o t e : 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | — | — | — | — | |
| 55 | For sleeper density 1660 sleepers per km | TRM | 975.00 | 258.59 | 2,52,125.25 |
| Anti-corrosive painting of rail outside track on rail bottom, web, 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 surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. | — | — | — | — | |
| 56 | For 60 Kg Rails | RM | 4800.00 | 53.3 | 2,55,840 |
| Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted. | — | — | — | — | |
| 57 | 1 in 12 Turnout | Set | 14.00 | 1,126.44 | 15,770.16 |
| Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. | — | — | — | — | |
| 58 | New Line Section, not opened for traffic | TRM | 1900.00 | 9.67 | 18,373 |
| Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings; (9) Removing and re-fixing joggled fish plates & wooden b l o c k s , OHE bonds & other obstructions, wherever necessary ; (10) Removing and re-fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation. | — | — | — | — | |
| 59 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 5.00 | 10,088.72 | 50,443.6 |
| Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | — | — | — | — | |
| 60 | 60 Kg - 110/90 UTS - Outside Track | Each | 800.00 | 258.52 | 2,06,816 |
| 61 | 60 Kg - 110/90 UTS - On Running Line | Each | 80.00 | 329.59 | 26,367.2 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 62 | Outside Track | Each | 2001.00 | 47.01 | 94,067.01 |
| 63 | On Running Line | Each | 2500.00 | 62.36 | 1,55,900 |
| Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | — | — | — | — | |
| 64 | I n Wagon where mechanical handling is possible a n d traffic block is not required or in Truck/trailer. | MT | 1000.00 | 116.79 | 1,16,790 |
| Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre. | — | — | — | — | |
| 65 | I n Wagon where mechanical handling is possible a n d traffic block is not required or in Truck/trailer. | MT | 75.00 | 115.27 | 8,645.25 |
| Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 m e t r e , lift up to 5 metre and stacking in prescribed manner. | — | — | — | — | |
| 66 | From Wagon where mechanical handling is possible a n d traffic block is not required or in Truck / trailer. | MT | 225.00 | 86.39 | 19,437.75 |
| Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 67 | I n Wagon where mechanical handling is possible a n d traffic block is not required or in Truck / trailer | MT | 1100.00 | 90.7 | 99,770 |
| Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 68 | I n Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 500.00 | 114.83 | 57,415 |
| Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | — | — | — | — | |
| 69 | Lead beyond 30 Km and up to 50 km | MT | 10.00 | 419.4 | 4,194 |
| 70 | Lead beyond 50 Km and up to 100 Km | MT | 10.00 | 625.38 | 6,253.8 |
| 71 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 934.02 | 93,402 |
| 72 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 12500.00 | 3.15 | 39,375 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. | — | — | — | — | |
| 73 | Lead up to 5 Km | MT | 5.00 | 52.99 | 264.95 |
| 74 | Lead beyond 5 Km and up to 10 km | MT | 5.00 | 94.18 | 470.9 |
| 75 | Lead beyond 10 Km and up to 20 km | MT | 5.00 | 150.2 | 751 |
| 76 | Lead beyond 20 Km and up to 30 km | MT | 5.00 | 218.39 | 1,091.95 |
| 77 | Lead beyond 30 Km and up to 50 km | MT | 5.00 | 313.03 | 1,565.15 |
| 78 | Lead beyond 50 Km and up to 100 Km | MT | 5.00 | 519.02 | 2,595.1 |
| 79 | Lead beyond 100 Km and up to 150 Km | MT | 1500.00 | 827.65 | 12,41,475 |
| 80 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 130000.00 | 3.15 | 4,09,500 |
| Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 81 | From Truck / Trailer | MT | 1100.00 | 84.43 | 92,873 |
| Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 82 | From Truck / Trailer | MT | 1000.00 | 88.06 | 88,060 |
| Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means. | — | — | — | — | |
| 83 | For a lead up to 500m | Each | 2800.00 | 64.38 | 1,80,264 |
| 84 | Extra to Item no. 172081 for additional lead of every 500m or part thereof beyond 500 m | Each | 900.00 | 43.1 | 38,790 |
| Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres. | — | — | — | — | |
| 85 | From Truck / Trailer | MT | 75.00 | 117.93 | 8,844.75 |
| Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing o f track(s) wherever necessary as directed by Engineer-in-Charge. | — | — | — | — | |
| 86 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 500.00 | 351.11 | 1,75,555 |
| 87 | All type of PSC sleepers | MT | 300.00 | 383.69 | 1,15,107 |
| 88 | P.Way fittings of all types and other similar loose items | MT | 20.00 | 358.83 | 7,176.6 |
| 89 | Stacking of glued joints in single layer for electrical testing, in such a manner that glued joints - (a) shall not touch ground, (b) shall not touch one another, (c) shall not touch any rail or any metallic body, (d) shall not be water-logged from any side and (e) end post shall not rest on supports of glued joint | Each | 80.00 | 60.37 | 4,829.6 |
| Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, 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 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 90 | 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 | 14.00 | 6,066.05 | 84,924.7 |
| 91 | 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 | 14.00 | 5,128.99 | 71,805.86 |
| 92 | 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 | 14.00 | 7,723.13 | 1,08,123.82 |
| 93 | 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 | 20.00 | 822.97 | 16,459.4 |
| Painting and fixing MS Indicator Boards of curves, SEJs, Points & Crossings, Gang/section jurisdiction and similar as per standard design including excavation, refilling, concreting in foundation and painting two coats with enamel and luminous paints as directed by Engineer in-charge. Note: Excavation, concrete work and lettering shall be paid separately. | — | — | — | — | |
| 94 | Boards with two posts | Each | 20.00 | 158.64 | 3,172.8 |
| Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. | — | — | — | — | |
| 95 | For erection | Each | 20.00 | 237.68 | 4,753.6 |
| 96 | For removal | Each | 20.00 | 192.8 | 3,856 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 97 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 300.00 | 794.59 | 2,38,377 |
| 98 | Hydra or similar tyre mounted Pick- n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 200.00 | 942.83 | 1,88,566 |
| 99 | Tractor with Trolley for local transportation or other misc. works. | Hour | 200.00 | 200.69 | 40,138 |
| Schedule total | ₹78,94,29,019.2 | ||||
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