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Tender Value
₹37.3 Cr
EMD Value
₹20.1 L
Closing Date
15 May 2025, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
CHOS/C/JP
15 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 =Number of years prescribed for completion of work for which bids have been invited. Theaverage 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-VIII, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formulated as Annexure-D. Tenderer shall furnish Annexure-V and annexure-XIX both duly certified by Chartered Accountant.
(a)The tenderer must have successfully completed/substentially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed/substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, ora One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfillment of technical eligibility criteria. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than Rs. 2 crore each. The tenderer shall submit the completion certificate as per proforma given in annexure-IV-A or IV-B or IV-C as applicable or in the format containing all information as required as per the Annex. IV-A or IV-B or IV-C. Note :- Criteria for the completed work/Substantially completed has been given in the General instructions in the tender document.
Similar nature of work-Any P-way work and its related activities Linking in GC/ Doubling New Line/Siding or CTR/ TSR/TRR/TTR.
66 conditions · 8 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Mandatory in case Bid security amount is prescribed in STD Para 5.1.2 - The Bid Security shall be deposited in cash through epayment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per AnnexureXXXII and shall be valid for a period of 90days beyond the bid validity period.
In case the tenderer is (i)Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' - shall be exempted from payment of Bid security deposit and shall submit certified copy of the registration/ Valid document issued by DIPP (mandatory if applicable)
In case the tenderer is (iii) Labour Cooperative Societies - shall deposit only 50% of the Earnest Money Deposit and shall submit certified copy of the registration/ Valid document issued by the relevant Ministry/ Labour commission (mandatory if applicable).
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.
I/We have read the various conditions to tender attached here to and agree to abide by the said conditions. I/We also agree to keep this tender open for acceptance for a period as mentioned in NIT header from the date fixed for opening the same and in default thereof, I/We will be liable for forfeiture of my/our "Bid security". I/We offer to do the work for North Western Railway, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within time period as mentioned in the NIT Header from the date of issue of letter of acceptance of the tender
I/We also hereby agree to abide by the General Conditions of Contract-2022 corrected up- to- date and to carry out the work according to the Special Conditions of Contract and Indian Railways Unified Standard Specifications (Materials and Works)- 2021 as corrected up-to-date, Unified Standard Schedule of Rates of North-Western Railway - 2021 as corrected up-to-date & CPWD DSR-2021 and Specification-2019 (for the present contract)
Laying and linking of Broad Gauge main Line, including points and crossings, spreading of Ballast, tamping of track, transportation of P.Way Materials and other ancillary works from Isarda (Excluding) Km 40.7 to Jaipur (Excluding) Km 131.27 in connection with JP-SWM doubling project of North Western Railway.
NWRSCSWMJP-PWay-514110111
NWRSCSWMJP-PWay-514110111
Open
Works - General
24 Months
Jaipur, Rajasthan
₹0
₹20.1 L
15 May 2025
23 Apr 2025
201 items across 6 schedules · ₹36,06,82,331.96 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 200.00 | 107.39 | 21,478 |
| 2 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 7000.00 | 264.41 | 18,50,870 |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 200.00 | 2,936.59 | 5,87,318 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 300.00 | 3,015.76 | 9,04,728 |
| 5 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 10.00 | 7,801.51 | 78,015.1 |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 1000.00 | 107.01 | 1,07,010 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 2500.00 | 38 | 95,000 |
| 8 | For Casual/Scattered Rail Renewal work | RM | 2500.00 | 40.24 | 1,00,600 |
| 9 | For location of work not involving deep screening | Each | 12000.00 | 365.06 | 43,80,720 |
| 10 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 330.00 | 383.31 | 1,26,492.3 |
| 11 | For location of work not involving deep screening | TRM | 7000.00 | 177.73 | 12,44,110 |
| 12 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 200.00 | 64.11 | 12,822 |
| 13 | Fish plates with 4 fish bolts. | Joint | 200.00 | 214.74 | 42,948 |
| 14 | Fish plates of 6 bolts. | Joint | 200.00 | 302.64 | 60,528 |
| 15 | 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 at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper | 11620.00 | 22.01 | 2,55,756.2 |
| 16 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 4000.00 | 53.1 | 2,12,400 |
| 17 | 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 | 34000.00 | 4.65 | 1,58,100 |
| 18 | Rail section of 52Kg and above | Each | 200.00 | 127.67 | 25,534 |
| 19 | Under Conditions not requiring Traffic Block | Set | 96.00 | 7,182.05 | 6,89,476.8 |
| 20 | Under Traffic Block Conditions | Set | 50.00 | 7,900.25 | 3,95,012.5 |
| 21 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 35.00 | 9,336.66 | 3,26,783.1 |
| 22 | 1 in 8½ Turnout (Under Traffic Block) | Set | 1.00 | 32,356.02 | 32,356.02 |
| 23 | 1 in 12 Turnout (Under Traffic Block) | Set | 18.00 | 37,253.94 | 6,70,570.92 |
| 24 | 1 in 12 Turnout (Under conditions not requiring Traffic Block). | Set | 15.00 | 27,932.12 | 4,18,981.8 |
| 25 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 2.00 | 5,824.04 | 11,648.08 |
| 26 | 1 in 12 Turnout | Set | 2.00 | 46,110.68 | 92,221.36 |
| 27 | 1 in 12 Turnouts | Set | 2.00 | 21,662.55 | 43,325.1 |
| 28 | 1 in 12 Turnouts | Set | 26.00 | 71,559.81 | 18,60,555.06 |
| 29 | 1 in 12 Turnouts | Set | 75.00 | 52,614.73 | 39,46,104.75 |
| 30 | Derailing Switch | Set | 12.00 | 10,272.35 | 1,23,268.2 |
| 31 | 1 in 12 Turnouts | Set | 10.00 | 57,876.21 | 5,78,762.1 |
| 32 | 1 in 12 Points & Crossing | Set | 10.00 | 19,545.93 | 1,95,459.3 |
| 33 | For 1 in 12 Points & Crossing | Set | 5.00 | 10,633.93 | 53,169.65 |
| 34 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 5000.00 | 191.51 | 9,57,550 |
| 35 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 2000.00 | 29.7 | 59,400 |
| 36 | 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 | 5000.00 | 28.14 | 1,40,700 |
| 37 | Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. | cum | 8000.00 | 331.46 | 26,51,680 |
| 38 | Loading Railway's ballast, collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. | cum | 10000.00 | 41.37 | 4,13,700 |
| 39 | Under Traffic Block Conditions: | cum | 2000.00 | 56.2 | 1,12,400 |
| 40 | Under Conditions not requiring Traffic Block: | cum | 8000.00 | 42.64 | 3,41,120 |
| 41 | For 60 Kg - 90 UTS Rail | Each | 150.00 | 7,179.68 | 10,76,952 |
| 42 | For 60 Kg/60EI - R260 grade Rail | Each | 950.00 | 7,444.59 | 70,72,360.5 |
| 43 | For 52 Kg - 90/72 UTS Rail | Each | 100.00 | 7,297.42 | 7,29,742 |
| 44 | For 60 Kg - 90 UTS Rail | Each | 100.00 | 5,796.68 | 5,79,668 |
| 45 | For 60 Kg/60EI - R260 grade Rail | Each | 1300.00 | 6,046.86 | 78,60,918 |
| 46 | For 52 Kg - 90/72 UTS Rail | Each | 100.00 | 5,913.07 | 5,91,307 |
| 47 | 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 | 10000.00 | 189.77 | 18,97,700 |
| 48 | Dismantling existing sand humps in yards from end of turnout to end of sand hump. Scope includes dismantling of track and brick / stone masonry on either sides of track, removing sand and earth to the required level including clearing site and stacking released materials within maximum lead of 250m, clear of infringement, complete and as directed. | Each | 10.00 | 14,319.95 | 1,43,199.5 |
| 49 | Rail length up to 13m - Under Traffic Block | RM | 1000.00 | 21.34 | 21,340 |
| 50 | Rail length up to 13m - Under Conditions not requiring Traffic Block | RM | 182000.00 | 17.37 | 31,61,340 |
| 51 | For rails/panels of more than 13m and up to 40m length - Under Traffic Block | RM | 1000.00 | 31.58 | 31,580 |
| 52 | For rails/panels of more than 13m and up to 40m length - Under Conditions not requiring Traffic Block | RM | 3500.00 | 22.55 | 78,925 |
| 53 | For rails/panels of more than 40m length - Under Traffic | RM | 2000.00 | 46.35 | 92,700 |
| 54 | For rails/panels of more than 40m length - Under Conditions not requiring Traffic Block | RM | 7000.00 | 32.9 | 2,30,300 |
| 55 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 3100.00 | 133.12 | 4,12,672 |
| 56 | For sleeper density of 1660 sleepers per km | TRM | 105000.00 | 299.09 | 3,14,04,450 |
| 57 | For sleeper density of 1540 sleepers per km | TRM | 15000.00 | 277.89 | 41,68,350 |
| 58 | Linking of track at level crossing locations as per RDSO drawings with any type of rail section and sleeper on prepared formation including leading free rails/welded panels available along the alignment on to formation, 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, excavating level crossing portion as necessary, fixing check rails to running rails, providing C.C blocks, chairs, anti corrosive painting to running rails and check rails, 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: Rail cutting and hole drilling, if required, shall be paid separately under relevant item. | TRM | 600.00 | 466.97 | 2,80,182 |
| 59 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard 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. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 700.00 | 446.3 | 3,12,410 |
| 60 | 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 | 3.00 | 67,711.42 | 2,03,134.26 |
| 61 | Maximum Shifting / Slewing up to 1 metre | TRM | 7000.00 | 221.24 | 15,48,680 |
| 62 | Maximum Shifting / Slewing for more than 1 metre & up to 2 metres | TRM | 1000.00 | 265.83 | 2,65,830 |
| 63 | Fixing all types of free rails / rail panels over pit line for BG track with inserts, elastic rail clips, MS liners and grooved rubber pads below rail to correct spacing, gauge, alignment and level with above fittings & fastenings in position, duly providing full complements of rail fittings. Required nos. of inserts per bearing shall be fixed at the time of concreting bed block over pit wall to correct spacing, centre to centre, alignment & levels as per IR's approved drawing. | TRM | 2000.00 | 154.25 | 3,08,500 |
| 64 | For Full day (8 hrs ) | Each | 900.00 | 3,550.89 | 31,95,801 |
| 65 | For Half day (4 hours) | Each | 150.00 | 2,276.5 | 3,41,475 |
| 66 | For one shift ( 12 Hrs) | Each | 1000.00 | 1,281.08 | 12,81,080 |
| 67 | For Half Shift (4 hours) | Each | 500.00 | 431.48 | 2,15,740 |
| 68 | Completion drawing of yard at junction station | Each | 8.00 | 6,916.87 | 55,334.96 |
| 69 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 120000.00 | 111.67 | 1,34,00,400 |
| 70 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 5000.00 | 134 | 6,70,000 |
| 71 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 75000.00 | 147.4 | 1,10,55,000 |
| 72 | 1 in 12 PSC layout | Set | 100.00 | 15,946.88 | 15,94,688 |
| 73 | 1 in 8½ Derailing Switch | Set | 12.00 | 1,738.65 | 20,863.8 |
| 74 | Without Rail tensor | TRM | 125000.00 | 42.59 | 53,23,750 |
| 75 | With 2 bolts | Set | 200.00 | 117.37 | 23,474 |
| 76 | With Clamps | Set | 300.00 | 166.97 | 50,091 |
| 77 | Providing wooden blocks under weld joint duly transporting Railway's released wooden blocks with rail screw / dog spikes and doing packing, as directed under traffic condition. Note: Wooden blocks, rail screws/dog spikes will be supplied free at SSE/P.Way depot. | Each | 50.00 | 170.89 | 8,544.5 |
| 78 | Removing the existing wooden blocks under joint, duly removing fittings, transporting and stacking material wise in a countable manner and handing over the wooden blocks & fittings at PWI's Depot or as directed by Engineer in charge. | Each | 50.00 | 47.42 | 2,371 |
| 79 | 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 p l a t e s 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 | 100.00 | 1,929.81 | 1,92,981 |
| 80 | With Contractor's hard wood block. | Each | 250.00 | 1,426.71 | 3,56,677.5 |
| 81 | For 60 Kg Rails | RM | 10000.00 | 57.49 | 5,74,900 |
| 82 | For 60 Kg Rails | TRM | 500.00 | 79.02 | 39,510 |
| 83 | For 52 Kg Rails | TRM | 500.00 | 70.21 | 35,105 |
| 84 | 1 in 12 Turnout | Set | 100.00 | 1,276.62 | 1,27,662 |
| 85 | Derailing Switch | Set | 12.00 | 409.88 | 4,918.56 |
| 86 | Kilometre & Gradient post | Each | 220.00 | 95.6 | 21,032 |
| 87 | Hectometre Post | Each | 180.00 | 109.04 | 19,627.2 |
| 88 | LWR / SEJ Board | Each | 150.00 | 168.98 | 25,347 |
| 89 | Level Crossing Boards including Road Sign Boards | Each | 120.00 | 191.61 | 22,993.2 |
| 90 | Level Crossing Post | Each | 160.00 | 189.57 | 30,331.2 |
| 91 | Curve Post | Each | 140.00 | 101.1 | 14,154 |
| 92 | Curve Board | Each | 70.00 | 168.98 | 11,828.6 |
| 93 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1200.00 | 57.02 | 68,424 |
| 94 | Guarding and watching the Track machine / group of machines, spare parts, oils, grease etc. of PQRS cranes (one set of 2 portals) during day and night time in a shift of 12 hours each, at all locations wherever necessary, as instructed by the machine in-charge. Note: One shift comprises of 12 hours. | Shift | 250.00 | 842.9 | 2,10,725 |
| 95 | 1 in 12 Turnout | Each | 10.00 | 65,366.95 | 6,53,669.5 |
| 96 | 1 in 12 Switch | Each | 2.00 | 27,584.66 | 55,169.32 |
| 97 | Carrying out various miscellaneous works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. | Shift | 120.00 | 1,493.14 | 1,79,176.8 |
| 98 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 10.00 | 4,049.94 | 40,499.4 |
| 99 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 10.00 | 3,835.87 | 38,358.7 |
| 100 | 60 Kg - 110/90 UTS - Outside Track | Each | 3000.00 | 219.76 | 6,59,280 |
| 101 | 52 Kg - 90 UTS - Outside Track | Each | 500.00 | 197.11 | 98,555 |
| 102 | 60 Kg - 110/90 UTS - On Running Line | Each | 500.00 | 280.99 | 1,40,495 |
| 103 | 52 Kg - 90 UTS- On Running Line | Each | 200.00 | 228.94 | 45,788 |
| 104 | Outside Track | Each | 1000.00 | 50.01 | 50,010 |
| 105 | On Running Line | Each | 500.00 | 67.23 | 33,615 |
| 106 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 15000.00 | 124.5 | 18,67,500 |
| 107 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 1300.00 | 123.98 | 1,61,174 |
| 108 | For lead up to 500 metre. | MT | 200.00 | 410.32 | 82,064 |
| 109 | For lead beyond 500 metre and up to 1 Km. | MT | 200.00 | 529.6 | 1,05,920 |
| 110 | For lead up to 500m | MT | 200.00 | 463.74 | 92,748 |
| 111 | For lead beyond 500 metre and up to 1 Km | MT | 200.00 | 675.16 | 1,35,032 |
| 112 | From Wagon where mechanical handling is possible a n d traffic block is not required or in Truck / trailer. | MT | 15000.00 | 92.69 | 13,90,350 |
| 113 | During period of traffic block | MT | 1200.00 | 31.32 | 37,584 |
| 114 | Not involving traffic block | MT | 12800.00 | 26.2 | 3,35,360 |
| 115 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 1000.00 | 95.87 | 95,870 |
| 116 | I n Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 500.00 | 123.54 | 61,770 |
| 117 | Lead up to 5 Km | MT | 100.00 | 182.79 | 18,279 |
| 118 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 226.82 | 22,682 |
| 119 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 286.21 | 28,621 |
| 120 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 357.88 | 35,788 |
| 121 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 456.55 | 45,655 |
| 122 | Lead beyond 50 Km and up to 100 Km | MT | 1800.00 | 669.61 | 12,05,298 |
| 123 | Lead beyond 100 Km and up to 150 Km | MT | 600.00 | 990.6 | 5,94,360 |
| 124 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 105000.00 | 3.29 | 3,45,450 |
| 125 | Lead up to 5 Km | MT | 5000.00 | 59.47 | 2,97,350 |
| 126 | Lead beyond 5 Km and up to 10 km | MT | 5000.00 | 103.5 | 5,17,500 |
| 127 | Lead beyond 10 Km and up to 20 km | MT | 1000.00 | 162.89 | 1,62,890 |
| 128 | Lead beyond 20 Km and up to 30 km | MT | 1000.00 | 234.56 | 2,34,560 |
| 129 | Lead beyond 30 Km and up to 50 km | MT | 1000.00 | 333.24 | 3,33,240 |
| 130 | Lead beyond 50 Km and up to 100 Km | MT | 10000.00 | 546.3 | 54,63,000 |
| 131 | Lead beyond 100 Km and up to 150 Km | MT | 91000.00 | 867.28 | 7,89,22,480 |
| 132 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 7700000.00 | 3.29 | 2,53,33,000 |
| 133 | From Truck / Trailer | MT | 69500.00 | 91.41 | 63,52,995 |
| 134 | From Truck / Trailer | MT | 5000.00 | 94.08 | 4,70,400 |
| 135 | For a lead up to 500m | Each | 190000.00 | 74.55 | 1,41,64,500 |
| 136 | Extra to Item no. 172081 for additional lead of every 500m or part thereof beyond 500 m | Each | 10000.00 | 49.88 | 4,98,800 |
| 137 | From Truck / Trailer | MT | 1300.00 | 124.13 | 1,61,369 |
| 138 | Unloading all types of P.Way fittings and fastenings for Railway usage from Truck and stacking with lead up to 250 metre & lift up to 5 metre. | MT | 1000.00 | 149.31 | 1,49,310 |
| 139 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 1000.00 | 392.28 | 3,92,280 |
| 140 | All type of PSC sleepers | MT | 500.00 | 429.95 | 2,14,975 |
| 141 | P.Way fittings of all types and other similar loose items | MT | 500.00 | 414.33 | 2,07,165 |
| 142 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 500.00 | 393.2 | 1,96,600 |
| 143 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM | 550.00 | 193.58 | 1,06,469 |
| 144 | Dismantling existing lifting barrier and other components except winch assembly, like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier without any damage including demolishing concrete base of existing structures and clearing debris in a neat manner and stacking in a countable manner and clear of infringements, as directed.Note: Barriers on both sides of level crossing constitute one set. | Set | 30.00 | 18,345.8 | 5,50,374 |
| 145 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in- charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 550.00 | 1,044.74 | 5,74,607 |
| 146 | Painting of running rails and check rails of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM | 1100.00 | 49.52 | 54,472 |
| 147 | Dismantling of existing rail fencing, fixed adjoining running lines of track, duly excavating and levelling the foundation by hand compaction, removing connections and carting the released material up to a lead of 250m by suitable means and stacking the same, as directed by engineer in-charge. Note: The released materials shall be handed over duly stacking the same in measurable fashion. | MT | 200.00 | 1,436.5 | 2,87,300 |
| 148 | Dismantling existing whistle boards along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge. | Each | 40.00 | 182.09 | 7,283.6 |
| 149 | Above 8m and up to 10m long Lifting Barrier | Set | 30.00 | 1,99,143.99 | 59,74,319.7 |
| 150 | Above 8m and up to 10m long Lifting Barrier | Each | 10.00 | 99,572 | 9,95,720 |
| 151 | Manufacture, supply and replacement of gate lamps at one side of level crossing | Each | 30.00 | 5,940.44 | 1,78,213.2 |
| 152 | Supplying and driving into ground 'C' class G.I. pipes of 20mm dia. x 150mm length for planting red flags and lamp at 5 metre on both sides from the centre of road at level crossings with all leads & lifts. Payment shall be made for complete work at one Level Crossing. Note: Two pipes make one set. | Set | 30.00 | 559.63 | 16,788.9 |
| 153 | Fabrication, supplying and fixing Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. | Each | 80.00 | 2,403.77 | 1,92,301.6 |
| 154 | Manufacturing, supplying and fixing Wicked Gate of size 1025mm x 1025mm x 1000mm at manned level crossings, as per approved drawing including painting with 2 coats of specified enamel colour paint over 1 coat of primer including earthwork in excavation etc. complete, as per specifications and as directed. | MT | 6.00 | 1,13,728.27 | 6,82,369.62 |
| 155 | With Contractor's hard wood block | Each | 80.00 | 1,773.03 | 1,41,842.4 |
| 156 | Erecting detonator rail posts at required locations as required including cutting the rail to required length varying from 1.00M to 1.50M , leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit size as required and filling with CC 1:3:6 mix with 40mm aggregates and painting the rail post with two coats of synthetic enamel paint of approved colour and make, marking of detonator symbol as per site requirement, with contractor's materials, labour, paint, all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation and concrete work for foundation will be paid under relevant item. | Each | 80.00 | 443.06 | 35,444.8 |
| 157 | Erecting Emergency Chain Posts for level crossings , including cutting rail to required length varying from 1.00M to 1.50M , drilling holes, providing hooks & links / rings with necessary locking arrangements to fix emergency chain, leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit of size as required and filling with CC 1:3:6 mix with 40mm aggregates and painting the rail post with two coats of synthetic enamel paint of approved colour and make, with contractor's materials, labour, paint, all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. Note: (1) Rails & chain will be supplied by Railways. (2) Excavation and concrete work for foundation will be paid under relevant item. | Each | 80.00 | 525.61 | 42,048.8 |
| 158 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of 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 | 400.00 | 1,686.87 | 6,74,748 |
| 159 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. N o t e : (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 20.00 | 4,341.61 | 86,832.2 |
| 160 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete a n d finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 20.00 | 3,922.16 | 78,443.2 |
| 161 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm | Set | 40.00 | 8,405.67 | 3,36,226.8 |
| 162 | Speed Breaker / Rumble Strips Board of size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 40.00 | 7,828.72 | 3,13,148.8 |
| 163 | Manned Level Crossing Indicator Board of size 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 40.00 | 7,200.54 | 2,88,021.6 |
| 164 | Single Strip / Double Strip Level Crossing Road Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 80.00 | 8,289.78 | 6,63,182.4 |
| 165 | Manufacturing and supply of circular STO P Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS Sheet of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support .Retro reflective sheet is to be 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.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. | Each | 40.00 | 4,172.21 | 1,66,888.4 |
| 166 | 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 | 50.00 | 6,988.14 | 3,49,407 |
| 167 | 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 | 50.00 | 6,008.27 | 3,00,413.5 |
| 168 | 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 | 10.00 | 6,988.14 | 69,881.4 |
| 169 | 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 | 50.00 | 8,543.06 | 4,27,153 |
| 170 | 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 | 230.00 | 1,137.1 | 2,61,533 |
| 171 | Boards with single post | Each | 100.00 | 161.15 | 16,115 |
| 172 | Boards with two posts | Each | 100.00 | 172.63 | 17,263 |
| 173 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 50.00 | 474.79 | 23,739.5 |
| 174 | Providing and erecting water proof Gypsy Tent of size 3m x 3m for a specific period of time and removal of the same after completion of work or as directed by Engineer in-charge. | Day | 100.00 | 549.36 | 54,936 |
| 175 | Office Table of size 1.2m x 0.9m per day | Each | 100.00 | 100.35 | 10,035 |
| 176 | Office Chairs with cushioned seat, back and arms per day | Each | 200.00 | 54.36 | 10,872 |
| 177 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 250.00 | 4,211.6 | 10,52,900 |
| 178 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 864.02 | 8,64,020 |
| 179 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 500.00 | 964.49 | 4,82,245 |
| 180 | Tractor with Trolley for local transportation or other misc. works. | Hour | 500.00 | 167.24 | 83,620 |
| 181 | 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 | 2000.00 | 753.26 | 15,06,520 |
| 182 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 5000.00 | 14.45 | 72,250 |
| 183 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 90.00 | 417.44 | 37,569.6 |
| 184 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 130.00 | 575.4 | 74,802 |
| 185 | Manufacture and supply of Precast Hectometer/TP Repeater posts of size 0.90Mx0.30 mx0.30Mx0.30M Triangular size in RCC 1:2:4 mix, engraving letters, leading to work spot, and fixing in position with CC 1:3:6 concrete, duly making pits of size as required, painting the post with two coats, letters on the both sides of posts with enamel paint of approved quality as per IRPWM/Railways d r a w i n g s complete with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 180.00 | 191.75 | 34,515 |
| Schedule total | ₹28,67,71,115.86 | ||||
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