Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1197.6 Cr
EMD Value
₹24.0 Cr
Closing Date
11 Feb 2027, 11:00 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
14/12/2026 15:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
DYCECIIRJT
13 conditions · 2 needing a document upload
The Bidder shall have a minimum Net Worth (the "Financial Capacity") of 5% (Five percent) of the NIT Cost at the close of the preceding Financial Year. As per Clause No. 2.2 and Other relevant Clauses of RFP.
As per Clause No. 2.2 and Other relevant Clauses of RFP
4 conditions
Please see Tender Document for check list
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.
Construction of 2nd New Railway Line (Doubling works) between Section Kanalus(Including) - Okha (Including) from Km:853.36 to Km:994.35 (including all yards and stations falling in the section) covering all works that are Earthwork, Blanketing, Retaining Wall, Toe Wall, Side drain, Construction of Major Bridges, Minor Bridges, RUB/LHS, All P. Way works (including Laying and Linking), Supply of all types of Sleepers, All P. Way Fittings, Other Civil engineering works, Signal & Telecommunication and Electrical (General Services and OHE) complete Works in connection with Kanalus-Okha Doubling Project in Rajkot Division of Western Railway in the State of Gujarat on EPC mode
DYCECJAM-KNLS-OKHA-EPC-01~WR
DYCECJAM-KNLS-OKHA-EPC-01
Open
Works - General
30 Months
Rajkot, Gujarat
₹0
₹24.0 Cr
9 Oct 2026
9 Oct 2026
28 Jan 2027
14 Dec 2026
59 items across 5 schedules · ₹2,17,52,96,795.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Plate size 60cm x 60cm | Each | 129.00 | 1,41,821.39 | 1,82,94,959.31 |
| 2 | All kinds of soils | cum | 82959.84 | 213.47 | 1,77,09,437.04 |
| 3 | Soft rock (not requiring blasting) | cum | 2411.60 | 443.05 | 10,68,459.38 |
| 4 | Hard rock (blasting prohibited ) | cum | 923.72 | 1,226.3 | 11,32,757.84 |
| 5 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 5821.62 | 3,857.51 | 2,24,56,957.37 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 4343.98 | 3,979.69 | 1,72,87,693.77 |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | cum | 708.41 | 3,962.07 | 28,06,770.01 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 963.79 | 4,079.81 | 39,32,080.08 |
| 9 | Providing and laying in position 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) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 16452.12 | 4,115.74 | 6,77,12,648.37 |
| 10 | Abutment & Pier | cum | 6116.01 | 4,242.71 | 2,59,48,456.79 |
| 11 | Wing wall and Return wall | cum | 3524.94 | 4,242.71 | 1,49,55,298.19 |
| 12 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 3798.60 | 4,306.2 | 1,63,57,531.32 |
| 13 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 6221.33 | 4,085.62 | 2,54,17,990.27 |
| 14 | 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 | 10429.60 | 274.89 | 28,66,992.74 |
| 15 | 1200mm diameter | Metre | 7260.00 | 13,176.35 | 9,56,60,301 |
| 16 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 5.00 | 99,870.93 | 4,99,354.65 |
| 17 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 5.00 | 5,559.25 | 27,796.25 |
| 18 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 5.00 | 49,935.46 | 2,49,677.3 |
| 19 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each | 13.00 | 38,596.83 | 5,01,758.79 |
| 20 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 262.00 | 3,389.44 | 8,88,033.28 |
| 21 | For water depth up to 1.00m | Each | 105.00 | 1,43,919.01 | 1,51,11,496.05 |
| 22 | Providing and constructing 10m wide service road to reach island location from one pier location to another pier location. | RM | 1434.00 | 8,158.08 | 1,16,98,686.72 |
| 23 | Using sand from other than River bed (This item is to be operated if suitable sand is not available in River Bed for filling | cum | 1026.00 | 2,419.19 | 24,82,088.94 |
| 24 | P r o v i d i n g 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 charge. 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 | 4413.68 | 4,527.31 | 1,99,82,097.6 |
| 25 | 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 | 2731.00 | 4,115.74 | 1,12,40,085.94 |
| 26 | 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 | 12673.45 | 162.33 | 20,57,281.14 |
| 27 | 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 | 67026.97 | 746.3 | 5,00,22,227.71 |
| 28 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 3030.23 | 119.03 | 3,60,688.28 |
| 29 | Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. | cum | 3511.00 | 1,830.1 | 64,25,481.1 |
| 30 | For 40mm expansion | Metre | 2025.95 | 7,334.57 | 1,48,59,472.09 |
| 31 | For Span design load up to 100 MT | Each | 132.00 | 90,397.76 | 1,19,32,504.32 |
| 32 | Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under-side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. | Sqm | 125.60 | 604.63 | 75,941.53 |
| 33 | 100mm dia. Drainage Spouts | Metre | 4153.00 | 1,453.38 | 60,35,887.14 |
| 34 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 45452.84 | 1,953.39 | 8,87,87,123.13 |
| 35 | Providing and laying of Apron with cement concrete blocks cast in-situ and made with nominal mix of 1:2:4 with all material , labour, tools and plants. Note: (1) Payment to be made for concrete only; (2) Cement and shuttering to be paid extra. | cum | 11548.00 | 3,855.42 | 4,45,22,390.16 |
| 36 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 7655.87 | 4,715.56 | 3,61,01,714.34 |
| 37 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 1042.00 | 1,321.25 | 13,76,742.5 |
| 38 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 878.00 | 2,390.26 | 20,98,648.28 |
| 39 | Providing weep holes by making suitable opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra. | Metre | 14579.18 | 516.59 | 75,31,458.6 |
| 40 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum | 19005.75 | 4,229.27 | 8,03,80,448.3 |
| 41 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 327.00 | 318.74 | 1,04,227.98 |
| 42 | 600mm dia. | Metre | 72.00 | 2,405.35 | 1,73,185.2 |
| 43 | 900mm dia. | Metre | 323.00 | 5,510.99 | 17,80,049.77 |
| 44 | Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | cum | 1878.98 | 2,536.29 | 47,65,638.18 |
| 45 | 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 | 45452.84 | 411.68 | 1,87,12,025.17 |
| 46 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 1522.00 | 97.07 | 1,47,740.54 |
| 47 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre | 1378.00 | 228.69 | 3,15,134.82 |
| 48 | 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 | 908.00 | 16.02 | 14,546.16 |
| 49 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. | Each | 962.00 | 14.8 | 14,237.6 |
| Schedule total | ₹77,48,84,203.04 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
OKHAEPC-
ATTACHMENT
Updated_EPCRFPKNLS-OKHAEPC-01dt08102026Final22-30.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .