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Tender Value
₹17.5 Cr
EMD Value
₹35.1 L
Closing Date
8 Sept 2026, 12:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 3 needing a document upload
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.
Definition Of Similar Work : - Any Civil engineering works comprising of Execution of earth work in formation with mechanical compaction and construction of bridge.
25 conditions · 5 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the Tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b). 3 Annexure-II Details of Plants and Machinery with the Tenderer to be filled & submitted as per Annexure- II. 4 Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5 Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6 Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7 Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8 Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9 Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10 Annexure-IX GST COMPLAINT INVOICE : To be filled & submitted as per Annexure-IX. 11 Annexure-X FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-X. 12. Annexure-X(A)-This certificate is to be given by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. 13. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 14.Annexure-XII BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-XII. 15.Annexure-XIII Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-XIII. 16. Annexure- XIV TENDER FORM (FIRST SHEET)- Tender Form (First Sheet) to be filled & submitted as per Annexure-XIV. 17.Annexure-XV TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-XV. (This annexure will be applicable, if tender having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity)
Annual contractual turnover :- Each Bidder or each member of a JV must fill details of Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) in annexure-XIII form separately and submit the same with the offer followed by the guidelines as mentioned in this annexure. The format of Annexure-XIII ( Ref-Annexure-VIB of GCC-2022) is available in commercial compliance Annexure in documents section of this tender.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT , etc. are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI, XII, XIII, XIV. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Open tender for provision of full length yard line at Chinpai (CPLE) station under the jurisdiction of DEN/4/Asansol.
O-AC-T-115-26-27~ER
O-AC-T-115-26-27
Open
Works - General
18 Months
Paschim Bardhaman, West Bengal
₹0
₹35.1 L
13 Aug 2026
13 Aug 2026
25 Aug 2026
318 items across 3 schedules · ₹8,42,09,048.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 43000.00 | 253.91 | 1,09,18,130 |
| 2 | In all conditions and classifications of soil except rock | cum | 15000.00 | 102.55 | 15,38,250 |
| 3 | Soft rock not requiring blasting | cum | 2000.00 | 240.86 | 4,81,720 |
| 4 | In hard rock requiring blasting | cum | 1000.00 | 391.44 | 3,91,440 |
| 5 | Mechanical manufacturing and supply of blanketing material using only hard and durable stone crushed in mechanical crusher different gradations, wet mixing the same in designed proportion Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips including transportation nominated place and stacking. Note: 1.This item shall be used only when entire constituent blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation(s) in designed proportion to meet prescribed Specification. Measurement shall be done as Stack measurement. | cum by to of in to of 2. per | 9000.00 | 1,404.31 | 1,26,38,790 |
| 6 | Supplying, driving and erecting all types of soils, hard wood 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, directed. Note: Payment will made as per actual driven length of pile. | in Metre pile as be | 300.00 | 199.7 | 59,910 |
| 7 | Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as actual driven length of rail which will be supplied free by Railways the site of work. | Metre per at | 320.00 | 126.77 | 40,566.4 |
| 8 | All kinds of soils | cum | 6500.00 | 210.35 | 13,67,275 |
| 9 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | cum | 250.00 | 2,848.79 | 7,12,197.5 |
| 10 | Wing wall and Return wall | cum | 280.00 | 2,866.05 | 8,02,494 |
| 11 | Providing and fixing Weep Holes Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A marked with all contractor's men, material, transportation, all taxes as per specifications and directed by Engineer-in-Charge. | in Metre ISI as | 620.00 | 247.38 | 1,53,375.6 |
| 12 | P r o v id in g and casting machine batched, machine mixed machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant site or RMC from approved plants, (Cast in-Situ/Pre-cast) bottom/top slab, side walls, toe and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably used in approved proportion increase workability with minimum possible quantity of cement for grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Design and in that case deduction shall be made as per relevant item. | cum and at in wall of to 1. be to all Mix | 380.00 | 3,061.54 | 11,63,385.2 |
| 13 | Providing and applying two coats coal tar or bitumen confirming IS:3117- latest version on the and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by Engineer. | of Sqm to top the | 950.00 | 177.1 | 1,68,245 |
| 14 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to above ground level | Sqm & 5m | 1800.00 | 756.62 | 13,61,916 |
| 15 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 1580.00 | 963.11 | 15,21,713.8 |
| 16 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 195.00 | 7,686.17 | 14,98,803.15 |
| 17 | Pozzolana Portland Cement approved brands/makes | MT | 180.00 | 7,525.9 | 13,54,662 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more approved brands/makes. | Kg of | 217800.00 | 98.07 | 2,13,59,646 |
| 19 | 50 MT capacity | Day | 50.00 | 26,183.44 | 13,09,172 |
| 20 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. | cum | 250.00 | 1,998.62 | 4,99,655 |
| 21 | Laying of boulder apron laid in wire crates of approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra. | cum | 300.00 | 787.22 | 2,36,166 |
| 22 | Manufacture and supplying Galvanized Wire Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming IS:4826, woven into mesh with double twist, mesh size exceeding 100mm x 100mm. | Sqm to not | 1000.00 | 449.36 | 4,49,360 |
| 23 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front toe of embankment complete per drawing and Technical Specifications (filter media to paid separately under the relevant item). | cum of as be | 210.00 | 1,864.34 | 3,91,511.4 |
| 24 | Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of materials, labour, lead, lift, tools, plants, crossing of tracks and like as per drawing and technical specification as directed Engineer in charge. | cum as all the by | 210.00 | 2,222.38 | 4,66,699.8 |
| 25 | Supply and laying of coarse sand including consolidation with labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying filtering media. | cum all as the | 450.00 | 1,041.08 | 4,68,486 |
| 26 | Providing and inserting nipples size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | of Each per | 190.00 | 75.25 | 14,297.5 |
| 27 | Neat Cement Grout with 20% shrinkage compound w.r.t. cement. | anti Kg | 500.00 | 400.93 | 2,00,465 |
| 28 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. | Sqm | 150.00 | 1,747.24 | 2,62,086 |
| 29 | Providing weep holes by making suitable opening or drilling existing Brick Masonry / Plain Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : coarse sand). Rate is excluding cost of cement which shall be paid extra. | Metre in / the 2 the | 350.00 | 421.06 | 1,47,371 |
| 30 | Providing and laying of filter media consisting of granular materials GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above level with all labour and material complete job as per drawing technical specification of RDSO Guidelines. | cum of bed and | 100.00 | 2,232.71 | 2,23,271 |
| 31 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each two | 8.00 | 319.54 | 2,556.32 |
| 32 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating direction of flow and finishing top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each the the | 100.00 | 996.4 | 99,640 |
| 33 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in respect. Payment boulder/cobbles will be done extra. | cum & all for | 210.00 | 457.58 | 96,091.8 |
| 34 | For Through Rail Renewal work | TRM | 2500.00 | 55.06 | 1,37,650 |
| 35 | Fish plates of 6 bolts. | Joint | 480.00 | 317.41 | 1,52,356.8 |
| 36 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area rail foot including removing, cleaning & lubrication of ER Clip Insert Eye and re-driving the same with contractor's grease graphite approved quality with all lead & | Sleeper at & of lift. | 12000.00 | 20.97 | 2,51,640 |
| 37 | Through Fitting Renewal (TFR) PSC track, comprising of renewal 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 Inserts with wire brushes 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 Engineer-in-Charge. Note: All fittings will be supplied SSE/Stores/Depot. | on Sleeper of of and by the at | 6000.00 | 29.42 | 1,76,520 |
| 38 | 1 in 8½ Turnout (Under conditions not requiring Traffic Block). | Set | 12.00 | 28,907.48 | 3,46,889.76 |
| 39 | 1 in 12 Turnout (Under conditions not requiring Traffic Block). | Set | 12.00 | 31,388.02 | 3,76,656.24 |
| 40 | 1 in 12 Turnouts | Set | 12.00 | 59,168.37 | 7,10,020.44 |
| 41 | Derailing Switch | Set | 3.00 | 11,483.85 | 34,451.55 |
| 42 | For average lead up to 50m and up to 5m | lift cum | 8000.00 | 110.76 | 8,86,080 |
| 43 | Boxing and profiling of ballast 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 same in crib and shoulder leading to a maximum of 50m including crossing of track, deweeding on ballast section and as directed by Engineer-In charge. | as TRM the by etc | 5000.00 | 31.27 | 1,56,350 |
| 44 | For 60Kg/60EI- R260 rails | Each | 350.00 | 2,146 | 7,51,100 |
| 45 | For 60 Kg/60EI - R260 grade Rail | Each | 350.00 | 4,581.85 | 16,03,647.5 |
| 46 | Cess repair/widening work as RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil the designed profile The work shall include uprooting and disposing all the vegetation, benching every 30 Cm vertical height, earthwork in benching portion compaction using suitable slope vibratory Rollers/Compactors to achieve prescribed MDD. Note: 1. Payment of cess repairs shall based on the quantities worked from the cross sectional calculations only and worked from the initial ground levels before doing benching and final levels as done for new embankment. The earth work benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of embankment. | per cum to of at and etc. be out out in and the | 7000.00 | 297.77 | 20,84,390 |
| 47 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking 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 per direction of Engineer-in- Charge. | TRM of as | 1400.00 | 219.07 | 3,06,698 |
| 48 | Spreading of ballast, from existing stacks available along formation top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes form consolidated ballast bed approximately 250mm thickness a width of 4m symmetrical centre line of proposed track correct line & level with all ascents & descents, as directed Engineer in-charge. Note: Item inclusive of (a) providing ramp taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling excess ballast while rolling obtain uniform plane cambered surface. | cum on all to of to to in by is for of to | 5000.00 | 44.56 | 2,22,800 |
| 49 | For sleeper density 1660 sleepers per km | TRM | 2000.00 | 329.53 | 6,59,060 |
| 50 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km more | TRM or | 2000.00 | 124.02 | 2,48,040 |
| 51 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 163.7 | 3,27,400 |
| 52 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 125.92 | 2,51,840 |
| 53 | 1 in 8½ PSC layout | Set | 3.00 | 13,583.64 | 40,750.92 |
| 54 | 1 in 12 PSC layout | Set | 15.00 | 17,706.71 | 2,65,600.65 |
| 55 | Packing of isolated loose PSC sleepers on plain track below bottom of t h e sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring track to normal speed including gauging, aligning, squaring sleepers and sectioning of ballast to the required profile with contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and directed by the Engineer-in-charge. | Sleeper the the of all as | 5200.00 | 95.92 | 4,98,784 |
| 56 | Replacing existing glued joint with cut rails or with glued joint or insertion of glued joint cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps carrying out welding as alternative to drilling holes joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. N o t e : (1) Drilling holes & cutting will be paid separately. Transportation of materials to the site of work from supply points, more than 250m, shall be paid separately. | rail Each rail by for an or rail (2) if | 250.00 | 2,141.74 | 5,35,435 |
| 57 | Cleaning of side drains along track including disposing of muck beyond Railway boundary as instructions of Engineer in-charge to keep drains clean and clear cuttings etc. | the RM per in | 4000.00 | 38.48 | 1,53,920 |
| 58 | For 60 Kg Rails | RM | 8000.00 | 65.22 | 5,21,760 |
| 59 | 60 Kg - 110/90 UTS - Outside Track | Each | 350.00 | 170.82 | 59,787 |
| 60 | 60 Kg - 110/90 UTS - On Running Line | Each | 320.00 | 222.4 | 71,168 |
| 61 | Outside Track | Each | 710.00 | 57.02 | 40,484.2 |
| 62 | On Running Line | Each | 705.00 | 75.99 | 53,572.95 |
| 63 | I n Wagon where mechanical handling is possible a n d traffic block is not required or Truck/trailer. | MT in | 1500.00 | 127.66 | 1,91,490 |
| 64 | I n Wagon where mechanical handling is possible a n d traffic block is not required or Truck/trailer. | MT in | 1120.00 | 128.29 | 1,43,684.8 |
| 65 | For lead beyond 500 metre and to 1 Km. | up MT | 650.00 | 587.97 | 3,82,180.5 |
| 66 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 | MT Km | 400.00 | 70.51 | 28,204 |
| 67 | From Wagon where mechanical handling is possible a n d traffic block is not required or in Truck trailer. | MT / | 1500.00 | 95.66 | 1,43,490 |
| 68 | I n Wagon where mechanical handling is possible a n d traffic block is not required or in Truck trailer | MT / | 1500.00 | 97.16 | 1,45,740 |
| 69 | I n Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 1500.00 | 127.85 | 1,91,775 |
| 70 | For lead beyond 500 metre and to 1 Km | up MT | 650.00 | 526.66 | 3,42,329 |
| 71 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 | MT Km | 2500.00 | 55 | 1,37,500 |
| 72 | Lead up to 5 Km | MT | 500.00 | 193.12 | 96,560 |
| 73 | Lead beyond 5 Km and up to 10 | km MT | 500.00 | 236.04 | 1,18,020 |
| 74 | Lead beyond 10 Km and up to km | 20 MT | 400.00 | 294.29 | 1,17,716 |
| 75 | Lead beyond 20 Km and up to km | 30 MT | 350.00 | 365.05 | 1,27,767.5 |
| 76 | Lead beyond 30 Km and up to km | 50 MT | 350.00 | 463.07 | 1,62,074.5 |
| 77 | Lead up to 5 Km | MT | 2000.00 | 55.91 | 1,11,820 |
| 78 | Lead beyond 5 Km and up to 10 | km MT | 1500.00 | 98.82 | 1,48,230 |
| 79 | Lead beyond 10 Km and up to km | 20 MT | 1200.00 | 157.08 | 1,88,496 |
| 80 | Lead beyond 20 Km and up to km | 30 MT | 1500.00 | 227.84 | 3,41,760 |
| 81 | Lead beyond 30 Km and up to km | 50 MT | 1500.00 | 325.85 | 4,88,775 |
| 82 | From Truck / Trailer | MT | 1500.00 | 95.29 | 1,42,935 |
| 83 | From Truck / Trailer | MT | 1500.00 | 96.69 | 1,45,035 |
| 84 | From Truck / Trailer | MT | 1120.00 | 125.39 | 1,40,436.8 |
| 85 | All type of PSC sleepers | MT | 850.00 | 486.65 | 4,13,652.5 |
| 86 | P.Way fittings of all types and other similar loose items | MT | 850.00 | 460.41 | 3,91,348.5 |
| 87 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up 1.5m above ground / termination level and one or more row horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres | MT to of for of | 500.00 | 1,909.58 | 9,54,790 |
| 88 | JCB Backhoe Loaders 3DX Plus similar with minimum 1.10 cum bucket capacity | or Hour | 520.00 | 808.64 | 4,20,492.8 |
| 89 | Hydra or similar tyre mounted Pick- n-Carry crane of 12T capacity misc. works of handling of material | Hour for | 480.00 | 940.74 | 4,51,555.2 |
| 90 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags the high banks /bridge approaches/nominated place dumping and spreading at nominated locations to profile under block period with contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift complete and as directed by Engineer in charge at site including crossing of track where necessary. | Each on etc. the all etc. the | 1000.00 | 12.73 | 12,730 |
| 91 | to cum to The = | 420.00 | 42.07 | 17,669.4 | |
| Schedule total | ₹8,10,22,458.98 | ||||
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