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Tender Value
₹2.7 Cr
EMD Value
₹2.8 L
Closing Date
2 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 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
As per Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
76 conditions · 1 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
Preparation of DPR for raising of speed to 160 KMPH in Madar - Palanpur Section.
07-2026~NWR
07-2026
Open
Works - General
9 Months
Kota, Rajasthan
₹0
₹2.8 L
2 Mar 2026
5 Feb 2026
16 Feb 2026
88 items across 4 schedules · ₹1,55,12,543.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 1730.00 | 9.6 | 16,608 |
| 2 | For Through Rail Renewal work | TRM | 220.00 | 47.04 | 10,348.8 |
| 3 | For Through Rail Renewal work | TRM | 220.00 | 48.48 | 10,665.6 |
| 4 | For location work not involving deep screening | Each | 358.00 | 357.31 | 1,27,916.98 |
| 5 | For location work not involving deep screening | TRM | 200.00 | 173.9 | 34,780 |
| 6 | Fish plates with 4 fish bolts. | Joint | 4.00 | 225.92 | 903.68 |
| 7 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as p e r procedure prescribed in latest edition of IRPWM. | ERC | 805.00 | 4.6 | 3,703 |
| 8 | Hole of dia. 26.5mm and above | Each | 247.00 | 279.14 | 68,947.58 |
| 9 | Hole of dia. below 26.5mm | Each | 3.00 | 179.79 | 539.37 |
| 10 | Rail section of 52Kg and above | Each | 21.00 | 152.2 | 3,196.2 |
| 11 | 1 in 8½ Turnouts | Set | 2.00 | 62,261.56 | 1,24,523.12 |
| 12 | Derailing Switch | Set | 2.00 | 15,428.6 | 30,857.2 |
| 13 | Derailing Switch | Set | 2.00 | 11,389.73 | 22,779.46 |
| 14 | Turnout sleepers of length up to 2.85 m | Each | 800.00 | 144.56 | 1,15,648 |
| 15 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 1000.00 | 173.47 | 1,73,470 |
| 16 | Sleepers of length more than 4.20 m | Each | 600.00 | 187.93 | 1,12,758 |
| 17 | Depth of 150 mm below bottom of sleeper - For Plain Track : | TRM | 200.00 | 446.86 | 89,372 |
| 18 | Depth of 150 mm below bottom of sleeper for Turnouts | TRM | 200.00 | 714.97 | 1,42,994 |
| 19 | 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 | 500.00 | 187.56 | 93,780 |
| 20 | 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 | 865.00 | 27.59 | 23,865.35 |
| 21 | Under Conditions not requiring Traffic Block: | cum | 2963.00 | 41.83 | 1,23,942.29 |
| 22 | Not requiring Traffic Block by diverting traffic on diversion or blocking the line for longer duration till completion of rehabilitation work. Note: Cost of diversion, if any, is not included in this item. | TRM | 61.00 | 10,746.96 | 6,55,564.56 |
| 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 | 20.00 | 199.07 | 3,981.4 |
| 24 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 2763.00 | 46.99 | 1,29,833.37 |
| 25 | For sleeper density of 1660 sleepers per km | TRM | 845.00 | 312.42 | 2,63,994.9 |
| 26 | Assembling, laying and linking of Broad Gauge track over CC apron, RCC/CC Bed Blocks etc. to correct level & alignment, fixing of all fittings with rails / panels, aligning & leveling correctly, as directed by engineer in-charge. Rate is inclusive of cutting rails, drilling holes for fixing fish plates, lubrication of fittings & fastenings, fixing reference pillars, arrangement for keeping assembly in correct position while concreting, as required. | TRM | 30.00 | 227.4 | 6,822 |
| 27 | 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 | 30.00 | 151.11 | 4,533.3 |
| 28 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 845.00 | 109.42 | 92,459.9 |
| 29 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 250.00 | 131.38 | 32,845 |
| 30 | 1 in 8½ PSC layout | Set | 2.00 | 12,021.37 | 24,042.74 |
| 31 | 1 in 8½ Derailing Switch | Set | 2.00 | 1,709.55 | 3,419.1 |
| 32 | Without Rail tensor | TRM | 865.00 | 50.9 | 44,028.5 |
| 33 | With 4 bolts | Set | 102.00 | 128.66 | 13,123.32 |
| 34 | 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 | 9.00 | 1,884.92 | 16,964.28 |
| 35 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 865.00 | 15.62 | 13,511.3 |
| 36 | For 60 Kg Rails | RM | 1722.00 | 59.67 | 1,02,751.74 |
| 37 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 865.00 | 32.45 | 28,069.25 |
| 38 | For day time block working | TRM | 865.00 | 19.88 | 17,196.2 |
| 39 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 2.00 | 9,768.62 | 19,537.24 |
| 40 | Derailing Switch (Under Traffic Block Conditions) | Set | 2.00 | 3,585.87 | 7,171.74 |
| 41 | 60 Kg - 110/90 UTS - Outside Track | Each | 95.00 | 261.75 | 24,866.25 |
| 42 | 60 Kg - 110/90 UTS - On Running Line | Each | 35.00 | 331.17 | 11,590.95 |
| 43 | Outside Track | Each | 20.00 | 53.95 | 1,079 |
| 44 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 87.00 | 39.72 | 3,455.64 |
| 45 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 5000.00 | 86.6 | 4,33,000 |
| 46 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 51.00 | 136.44 | 6,958.44 |
| 47 | For lead up to 500 metre. | MT | 72.00 | 403.67 | 29,064.24 |
| 48 | For lead beyond 500 metre and up to 1 Km. | MT | 32.00 | 520.17 | 16,645.44 |
| 49 | For lead up to 500m | MT | 50.00 | 454.17 | 22,708.5 |
| 50 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 71.00 | 100.82 | 7,158.22 |
| 51 | During period of traffic block | MT | 30.00 | 193.58 | 5,807.4 |
| 52 | Not involving traffic block or in lines not opened to traffic | MT | 31.00 | 128.66 | 3,988.46 |
| 53 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 195.00 | 106.6 | 20,787 |
| 54 | For lead beyond 500 metre and up to 1 Km | MT | 66.00 | 465.38 | 30,715.08 |
| 55 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 90.00 | 188.87 | 16,998.3 |
| 56 | Lead up to 5 Km | MT | 2.00 | 175.92 | 351.84 |
| 57 | Lead beyond 5 Km and up to 10 km | MT | 2.00 | 218.17 | 436.34 |
| 58 | Lead beyond 10 Km and up to 20 km | MT | 2.00 | 275.73 | 551.46 |
| 59 | Lead beyond 20 Km and up to 30 km | MT | 2.00 | 345.9 | 691.8 |
| 60 | Lead beyond 30 Km and up to 50 km | MT | 2.00 | 443.4 | 886.8 |
| 61 | Lead beyond 50 Km and up to 100 Km | MT | 2.00 | 655.86 | 1,311.72 |
| 62 | Lead beyond 100 Km and up to 150 Km | MT | 2.00 | 973.94 | 1,947.88 |
| 63 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 278.00 | 3.25 | 903.5 |
| 64 | Lead up to 5 Km | MT | 42.00 | 53.94 | 2,265.48 |
| 65 | Lead beyond 5 Km and up to 10 km | MT | 52.00 | 96.2 | 5,002.4 |
| 66 | Lead beyond 10 Km and up to 20 km | MT | 62.00 | 153.76 | 9,533.12 |
| 67 | Lead beyond 20 Km and up to 30 km | MT | 72.00 | 223.92 | 16,122.24 |
| 68 | Lead beyond 30 Km and up to 50 km | MT | 83.00 | 321.42 | 26,677.86 |
| 69 | Lead beyond 50 Km and up to 100 Km | MT | 92.00 | 533.89 | 49,117.88 |
| 70 | Lead beyond 100 Km and up to 150 Km | MT | 123.00 | 851.96 | 1,04,791.08 |
| 71 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 7900.00 | 3.25 | 25,675 |
| 72 | From DMT - Not involving traffic block or on lines, not opened to traffic | MT | 6.00 | 124.21 | 745.26 |
| 73 | From Truck / Trailer | MT | 195.00 | 98.23 | 19,154.85 |
| 74 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 1300.00 | 410.31 | 5,33,403 |
| 75 | All type of PSC sleepers | MT | 1000.00 | 447.11 | 4,47,110 |
| 76 | P.Way fittings of all types and other similar loose items | MT | 700.00 | 406 | 2,84,200 |
| 77 | Boards with single post | Each | 30.00 | 170.39 | 5,111.7 |
| 78 | Boards with two posts | Each | 30.00 | 182.49 | 5,474.7 |
| 79 | 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 | 4.00 | 507.24 | 2,028.96 |
| 80 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each | 3.00 | 18,384.6 | 55,153.8 |
| Schedule total | ₹50,44,920.06 | ||||
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