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Tender Value
₹2.8 Cr
EMD Value
₹2.9 L
Closing Date
6 Jan 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
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.
71 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.
Ammunition Depot Bharatpur - Track Renewal work with 60kg Rails & sleepers including ballast cushion and earth work.
235-2025~WCR
235-2025
Open
Works - General
18 Months
Kota, Rajasthan
₹0
₹2.9 L
6 Jan 2026
12 Dec 2025
23 Dec 2025
65 items across 3 schedules · ₹2,99,69,740.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 26000.00 | 9.6 | 2,49,600 |
| 2 | For Through Rail Renewal work | TRM | 12340.00 | 47.04 | 5,80,473.6 |
| 3 | For Through Rail Renewal work | TRM | 12340.00 | 48.48 | 5,98,243.2 |
| 4 | For location of work not involving deep screening | Each | 20500.00 | 357.31 | 73,24,855 |
| 5 | Fish plates with 4 fish bolts. | Joint | 100.00 | 225.92 | 22,592 |
| 6 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 82000.00 | 4.6 | 3,77,200 |
| 7 | 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 | 3500.00 | 58.59 | 2,05,065 |
| 8 | Hole of dia. 26.5mm and above | Each | 3800.00 | 279.14 | 10,60,732 |
| 9 | Rail section of 52Kg and above | Each | 200.00 | 152.2 | 30,440 |
| 10 | Sleepers up to 2.85 m length | Each | 270.00 | 638.42 | 1,72,373.4 |
| 11 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 340.00 | 879.25 | 2,98,945 |
| 12 | Sleepers of more than 4.20 m length | Each | 60.00 | 1,385.21 | 83,112.6 |
| 13 | 1 in 8½ Turnout | Set | 10.00 | 3,981.3 | 39,813 |
| 14 | For 1 in 8.5 Turnouts | Set | 10.00 | 25,687.01 | 2,56,870.1 |
| 15 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 300.00 | 609.95 | 1,82,985 |
| 16 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 300.00 | 975.91 | 2,92,773 |
| 17 | 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 | 10840.00 | 187.56 | 20,33,150.4 |
| 18 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 43360.00 | 29.01 | 12,57,873.6 |
| 19 | 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 | 12340.00 | 27.59 | 3,40,460.6 |
| 20 | Under Conditions not requiring Traffic Block: | cum | 15000.00 | 41.83 | 6,27,450 |
| 21 | For sleeper density of 1660 sleepers per km | TRM | 1950.00 | 312.42 | 6,09,219 |
| 22 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 3000.00 | 186.72 | 5,60,160 |
| 23 | Without Rail tensor | TRM | 12340.00 | 50.9 | 6,28,106 |
| 24 | 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 | 12340.00 | 15.62 | 1,92,750.8 |
| 25 | For 60 Kg Rails | RM | 24680.00 | 59.67 | 14,72,655.6 |
| 26 | For day time block working | TRM | 12340.00 | 19.88 | 2,45,319.2 |
| 27 | 60 Kg - 110/90 UTS - Outside Track | Each | 1400.00 | 261.75 | 3,66,450 |
| 28 | 60 Kg - 110/90 UTS - On Running Line | Each | 600.00 | 331.17 | 1,98,702 |
| 29 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 800.00 | 136.44 | 1,09,152 |
| 30 | For lead up to 500 metre. | MT | 300.00 | 403.67 | 1,21,101 |
| 31 | For lead beyond 500 metre and up to 1 Km. | MT | 200.00 | 520.17 | 1,04,034 |
| 32 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 800.00 | 100.82 | 80,656 |
| 33 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 2000.00 | 106.6 | 2,13,200 |
| 34 | For lead beyond 500 metre and up to 1 Km | MT | 500.00 | 465.38 | 2,32,690 |
| 35 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 300.00 | 188.87 | 56,661 |
| 36 | Lead up to 5 Km | MT | 35.00 | 175.92 | 6,157.2 |
| 37 | Lead beyond 5 Km and up to 10 km | MT | 30.00 | 218.17 | 6,545.1 |
| 38 | Lead beyond 10 Km and up to 20 km | MT | 15.00 | 275.73 | 4,135.95 |
| 39 | Lead beyond 20 Km and up to 30 km | MT | 5.00 | 345.9 | 1,729.5 |
| 40 | Lead beyond 30 Km and up to 50 km | MT | 10.00 | 443.4 | 4,434 |
| 41 | Lead beyond 50 Km and up to 100 Km | MT | 15.00 | 655.86 | 9,837.9 |
| 42 | Lead beyond 100 Km and up to 150 Km | MT | 15.00 | 973.94 | 14,609.1 |
| 43 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 5550.00 | 3.25 | 18,037.5 |
| 44 | Lead up to 5 Km | MT | 1700.00 | 53.94 | 91,698 |
| 45 | Lead beyond 5 Km and up to 10 km | MT | 1400.00 | 96.2 | 1,34,680 |
| 46 | Lead beyond 10 Km and up to 20 km | MT | 1200.00 | 153.76 | 1,84,512 |
| 47 | Lead beyond 20 Km and up to 30 km | MT | 900.00 | 223.92 | 2,01,528 |
| 48 | Lead beyond 30 Km and up to 50 km | MT | 800.00 | 321.42 | 2,57,136 |
| 49 | Lead beyond 50 Km and up to 100 Km | MT | 700.00 | 533.89 | 3,73,723 |
| 50 | Lead beyond 100 Km and up to 150 Km | MT | 650.00 | 851.96 | 5,53,774 |
| 51 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 375000.00 | 3.25 | 12,18,750 |
| 52 | From Truck / Trailer | MT | 2000.00 | 98.23 | 1,96,460 |
| Schedule total | ₹2,45,03,611.35 | ||||
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