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Tender Value
₹8.0 Cr
EMD Value
₹5.5 L
Closing Date
9 Feb 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG WORK
16 conditions · 5 needing a document upload
Please submit a certificate in the prescribed format (please download the format from the link given below) for verification / confirmation of the documents submitted for compliance of eligibility / qualifying criteria. Non submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer. (Format as per tender document Page No. 125)
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-VI B, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet Note: the financial turnover of 2024-25 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 2024-25 will be taken as Nil and average of three financial year will be considered for conractual reciept 2022-23 & 2023-24 as per factual based on Audited balance Sheet and for 2024-25 as Nil.
Financial Eligibility Criteria:For tenders having advertised value more than Rs 20 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.
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 STRUCTURAL STEEL FABRICATION AND ERECTION WORK".
53 conditions · 6 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 theclause/condition/free provisions incorporated in tender document and quotetheir rates accordingly
In case, the financial turnover of 2024-25 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 2024-25 will be taken as Nil and average of three financial year will be considered for conractual reciept 2022-23 & 2023-24 as per factual based on Audited balance Sheet and for 2024-25 as Nil.
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 case tendereropts 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 exemption claimed than relevant doc. in support of exemption should be submitted. The Bid shall be summarily rejected if it is not accompanied by the prescribed amount of Bid security. The Bid Security should be President of India, acting Through Dy. CE/GSU/GWL, North Central Railway, Beneficiary Dy. FA & CAO/Jhansi, North Central Railway.
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.
Setting-up an Electric Locomotive Trip Shed at Gwalior
DYCEGSUGWL0326~NCR
DYCEGSUGWL0326
Open
Works - General
9 Months
Jhansi, Uttar Pradesh
₹0
₹5.5 L
9 Feb 2026
17 Jan 2026
26 Jan 2026
165 items across 2 schedules · ₹7,11,37,866.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall b e made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ2 | cum | 2500.00 | 318.74 | 7,96,850 |
| 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. | — | — | — | — | |
| 2 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 500.00 | 237.69 | 1,18,845 |
| Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. | — | — | — | — | |
| 3 | 0m to 10m | Metre | 40.00 | 1,224.75 | 48,990 |
| Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit. | — | — | — | — | |
| 4 | Plate size 45cm x 45cm | Each | 2.00 | 27,160.13 | 54,320.26 |
| 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 plants) 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. 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. | cum | 800.00 | 3,645.58 | 29,16,464 |
| 6 | Providing and casting 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, (Cast in-Situ/Pre- cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 500.00 | 4,010.14 | 20,05,070 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 7 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 660.00 | 8,153.06 | 53,81,019.6 |
| 8 | Pozzolana Portland Cement approved brands/makes | MT | 150.00 | 7,107.79 | 10,66,168.5 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 25000.00 | 80.14 | 20,03,500 |
| Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. | — | — | — | — | |
| 10 | Up to 40 m long rail panel | RM | 500.00 | 8.49 | 4,245 |
| 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. | — | — | — | — | |
| 11 | For Casual/Scattered Rail Renewal work | RM | 40.00 | 33.06 | 1,322.4 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 12 | Fish plates of 6 bolts. | Joint | 100.00 | 248.72 | 24,872 |
| Cutting / cropping of rail of 52Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 13 | On Cess | Each | 50.00 | 241.13 | 12,056.5 |
| 14 | In-situ situation | Each | 50.00 | 342.99 | 17,149.5 |
| Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc. | — | — | — | — | |
| 15 | Hole of dia. 26.5mm and above | Each | 400.00 | 248.1 | 99,240 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 16 | Rail section of 52Kg and above | Each | 100.00 | 106.31 | 10,631 |
| Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ. | — | — | — | — | |
| 17 | Under Conditions not requiring Traffic Block | Set | 2.00 | 6,189.3 | 12,378.6 |
| 18 | Under Traffic Block Conditions | Set | 2.00 | 6,808.23 | 13,616.46 |
| 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. | — | — | — | — | |
| 19 | 1 in 8½ Turnouts | Set | 4.00 | 40,153.78 | 1,60,615.12 |
| 20 | Derailing Switch | Set | 4.00 | 9,076.35 | 36,305.4 |
| 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. | — | — | — | — | |
| 21 | For average lead up to 50m and lift up to 5m | cum | 100.00 | 95.52 | 9,552 |
| 25mm gap 'in-situ' welding during traffic block using Railway's welding portion 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 portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2 . Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. 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. | — | — | — | — | |
| 22 | 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 | 4.00 | 1,691.99 | 6,767.96 |
| 23 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer- in-Charge. | TRM | 50.00 | 165.16 | 8,258 |
| 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. | — | — | — | — | |
| 24 | With Rail pegs | Each | 20.00 | 129.31 | 2,586.2 |
| 25 | With Tie bar pegs | Each | 20.00 | 85.34 | 1,706.8 |
| 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. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | — | — | — | — | |
| 26 | For sleeper density of 1540 sleepers per km | TRM | 600.00 | 240.15 | 1,44,090 |
| 27 | Carrying out cut & connection to the existing PSC sleeper track under line block of any rail section and sleeper density to connect the same to newly linked track which is laid by the side, duly carrying out cutting of rails, insertion of additional PSC sleepers, if required, providing fish plated joints including drilling of holes, slewing required length of both tracks to prescribed alignment, adjusting sleeper spacing, providing continuity to track, spreading of ballast to provide cushion, shoulder ballast to the track stretch, giving one round of initial packing to make track fit for 20 kmph speed and boxing of ballast to profile as directed by Engineer in charge. | Each | 4.00 | 59,144.77 | 2,36,579.08 |
| First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 28 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 120.00 | 116.14 | 13,936.8 |
| Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 29 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 120.00 | 89.34 | 10,720.8 |
| Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. | — | — | — | — | |
| 30 | 1 in 8½ PSC layout | Set | 4.00 | 10,631.25 | 42,525 |
| 31 | 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 | 250.00 | 1,685.87 | 4,21,467.5 |
| Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. | — | — | — | — | |
| 32 | For lead up to 500 metre. | MT | 100.00 | 356.93 | 35,693 |
| Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres. | — | — | — | — | |
| 33 | For lead up to 500 metres | MT | 20.00 | 277.85 | 5,557 |
| 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. | — | — | — | — | |
| 34 | Lead up to 5 Km | MT | 20.00 | 159.36 | 3,187.2 |
| 35 | Lead beyond 5 Km and up to 10 km | MT | 20.00 | 200.54 | 4,010.8 |
| 36 | Lead beyond 10 Km and up to 20 km | MT | 20.00 | 256.56 | 5,131.2 |
| 37 | Lead beyond 20 Km and up to 30 km | MT | 20.00 | 324.75 | 6,495 |
| 38 | Lead beyond 30 Km and up to 50 km | MT | 20.00 | 419.4 | 8,388 |
| 39 | Lead beyond 50 Km and up to 100 Km | MT | 20.00 | 625.38 | 12,507.6 |
| 40 | Lead beyond 100 Km and up to 150 Km | MT | 20.00 | 934.02 | 18,680.4 |
| 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. | — | — | — | — | |
| 41 | Lead up to 5 Km | MT | 100.00 | 52.99 | 5,299 |
| 42 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 94.18 | 9,418 |
| 43 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 150.2 | 15,020 |
| 44 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 218.39 | 21,839 |
| 45 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 313.03 | 31,303 |
| 46 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 519.02 | 51,902 |
| 47 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 827.65 | 82,765 |
| 48 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 40000.00 | 3.15 | 1,26,000 |
| 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. | — | — | — | — | |
| 49 | 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 | 4.00 | 6,066.05 | 24,264.2 |
| 50 | 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 | 8.00 | 5,128.99 | 41,031.92 |
| 51 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 4.00 | 6,066.05 | 24,264.2 |
| 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. | — | — | — | — | |
| 52 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 794.59 | 79,459 |
| 53 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 40.00 | 942.83 | 37,713.2 |
| 54 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 50.00 | 651.58 | 32,579 |
| Schedule total | ₹1,63,64,357.2 | ||||
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