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Tender Value
₹3.8 Cr
EMD Value
₹3.4 L
Closing Date
23 Feb 2026, 3:30 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.
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.
Kota-Mathura Section: Replacement old Pipe/ RCC/ Stone slab with RCC Box/ Slab at bridge No: 213DN, 214DN, 217DN, 221UP/DN, 225DN, 226UP/DN & 227UP/DN under the jurisdiction of ADEN/C/KOTA.
17-2026
17-2026
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹3.4 L
23 Feb 2026
30 Jan 2026
39 items across 1 schedule · ₹4,01,18,109.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 2300.00 | 212.37 | 4,88,451 |
| 2 | Soft rock (not requiring blasting) | cum | 575.00 | 451.73 | 2,59,744.75 |
| 3 | Hard rock (blasting prohibited ) | cum | 230.00 | 1,262.78 | 2,90,439.4 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 126.50 | 3,535.4 | 4,47,228.1 |
| 5 | Wing wall and Return wall | cum | 143.75 | 3,550.29 | 5,10,354.19 |
| 6 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre | 115.00 | 319.74 | 36,770.1 |
| 7 | Using Sand from River Bed if suitable for filling | cum | 115.00 | 318.55 | 36,633.25 |
| 8 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in- Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in c h a r g e . N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 345.00 | 3,828.79 | 13,20,932.55 |
| 9 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 115.00 | 3,480.72 | 4,00,282.8 |
| 10 | Single Line Note: Minimum equipment required shall be (i) Crawler mounted Hydraulic excavator of min 200 HP and bucket capacity 2.5 cum - 3 numbers (ii) Cranes minimum 150 T capacity - 3 nos., (iii) Stone Breaker - 1 no., (iv) Road Trailer of 20 MT capacity - 1 no., (v)Tippers - 2 nos. and (vi) Tractors - 2 nos. (vii) Slope Vibratory compactor - 1 no. and other required machineries etc. in good working condition at site of work. | Each | 3.45 | 7,32,160.76 | 25,25,954.62 |
| 11 | Double Line Note: Minimum equipment required shall be (i) Crawler mounted Hydraulic excavator of min 200 HP and bucket capacity 2.5 cum - 3 numbers (ii) Cranes minimum 200 T capacity - 3 nos., (iii) Stone Breaker - 1 no., (iv) Road Trailer of 20 MT capacity - 1 no., (v)Tippers - 2 nos. and (vi) Tractors - 2 nos. (vii) Slope Vibratory compactor - 2 nos. and other required machineries etc. in good working condition at site of work. | Each | 3.45 | 12,91,782.62 | 44,56,650.04 |
| 12 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 575.00 | 194.85 | 1,12,038.75 |
| 13 | 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 5m above ground level | Sqm | 4025.00 | 749.27 | 30,15,811.75 |
| 14 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 345.00 | 133.04 | 45,898.8 |
| 15 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 575.00 | 16.02 | 9,211.5 |
| 16 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 282.61 | 8,178.81 | 23,11,413.49 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 140000.00 | 118.78 | 1,66,29,200 |
| 18 | Applying Epoxy Poly-sulphate Paint three coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge | Sqm | 460.00 | 400.85 | 1,84,391 |
| 19 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 172.50 | 1,226.89 | 2,11,638.53 |
| 20 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum | 345.00 | 3,450.09 | 11,90,281.05 |
| 21 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 230.00 | 3,122.01 | 7,18,062.3 |
| 22 | Providing and laying flooring with rubble stone, laid over 15cm thick CC 1:2:4 and the voids filled with CC 1:2:4 complete with the joints pointed with 1:2 Cement Sand mortar as per drawing and Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to be taken as 35% of the gross volume of the stone layer. Note: Base concrete shall be paid extra under relevant item. | cum | 230.00 | 3,088.08 | 7,10,258.4 |
| 23 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 345.00 | 85.38 | 29,456.1 |
| 24 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 1200.00 | 373.45 | 4,48,140 |
| 25 | Cement Sand Mortar (1:1) Grout with 20% anti-shrinkage compound w.r.t. cement. | Kg | 1200.00 | 151.69 | 1,82,028 |
| 26 | Epoxy Grout | Kg | 1500.00 | 1,474.97 | 22,12,455 |
| 27 | 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 all respect. Payment for boulder/cobbles will be done extra. | cum | 115.00 | 407.41 | 46,852.15 |
| 28 | For average lead up to 50m and lift up to 5m | cum | 575.00 | 113.06 | 65,009.5 |
| 29 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 50.60 | 27.85 | 1,409.21 |
| 30 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average lift exceeds 5m. | Each | 25.30 | 12.67 | 320.55 |
| 31 | 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 | 345.00 | 27.59 | 9,518.55 |
| 32 | When distance of nearest quarry is more than 50 km and up to 100 km | cum | 575.00 | 1,395.56 | 8,02,447 |
| 33 | 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 t r a c k over it, all as per direction of Engineer-in-Charge. | TRM | 345.00 | 199.07 | 68,679.15 |
| 34 | 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 | 575.00 | 46.99 | 27,019.25 |
| 35 | 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 | 345.00 | 448.69 | 1,54,798.05 |
| 36 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 345.00 | 109.42 | 37,749.9 |
| 37 | For PSC Sleeper | TRM | 345.00 | 93.84 | 32,374.8 |
| 38 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 345.00 | 144.51 | 49,855.95 |
| 39 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 345.00 | 111.16 | 38,350.2 |
| Schedule total | ₹4,01,18,109.73 | ||||
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