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Tender Value
₹12.7 Cr
EMD Value
₹7.9 L
Closing Date
1 Apr 2026, 4:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
10/03/2026 11:30
Lowest to Highest
120 days
Expenditure
Capital (Works)
CIVIL
3 conditions · 3 needing a document upload
Bidder shall have eligibility as referred in Clause 5.0 of Part B of Tender Documents
Bidder shall have eligibility as referred in Clause 5.0 of Part B of Tender Documents
Similar Work: "Any RUB/Subway work involving box pushing technique"
24 conditions · 13 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.
Pre-Bid meeting at KRDCL's Office at Trivandrum scheduled as per NIT (Interested participants may attend Pre-bid meeting through online for which they should sent a request to official mail id ([email protected]) for online meeting ID and password.)
Kozhikode - Kannur Section - Construction of Proposed Road Under Bridge in lieu of LC No. 187 (Vallayil Gate) at Rly Km 667/100-200 b/w Kozhikode and West Hill stations of Palakkad Division (7.50m wide carriageway (Two lane), 9.25m x 3.50m RCC Box, Cast in Situ/Box Pushing with Temporary Girders)
10-KRDCL-RUB-2025-OT-R
10-KRDCL-RUB-2025-OT-R
Open
Works - General
12 Months
Thiruvananthapuram, Kerala
₹0
₹7.9 L
1 Apr 2026
27 Feb 2026
27 Feb 2026
10 Mar 2026
69 items across 4 schedules · ₹11,78,68,710.83 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| in filling in embankment, guide around buried type abutments, gaps, trolley refuges, platforms etc. contractor's own earth conforming to Quality Class SQ1/SQ2/SQ3, after of foundations as applicable, in existing banks wherever spreading in layers with motor bringing the moisture content to mechanical compaction to specified and dressing of bank to final profile RDSO Specifications: RDSO/2020/GE: with latest correction slips. Note: 1) preparation, Benching including earthwork on account of this, required, shall be paid extra under schedule item for benching. 2) for Earthwork under this item shall based on the cross section calculated (i) with original profile of existing bank based on ground levels before doing benching final profile of the bank worked out levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Class SQ1 | cum | 500.00 | 1,083.91 | 5,41,955 |
| portable fencing along running work is to be done in close of track, maintaining during of work and removing after of the work as per direction of Fencing shall consist of self steel angles of size 50mm x 6mm, 1.5m long provided with and embedded in CC 1:2:4 block 0.23m x 0.23m x 0.23m placed at c/c 2m along track. 12mm dia rods in horizontal layers shall be tack welded posts. Note : Released material property of the contractor after of work. Cost of cement required shall be paid separately. | — | — | — | — | |
| 2 | provision of one 50mm wide retro- tape in horizontal direction, duly with vertical posts. | Metre | 30.00 | 237.25 | 7,117.5 |
| 3 | with 'Z' section MS sheet piles side all kinds of soil mechanically or as per approved drawing with own arrangement complete in and removal of sheet piles after of the work as directed by in-charge Note: Payment will be per actual driven length of pile. | Sqm | 208.00 | 1,104.42 | 2,29,719.36 |
| in excavation by mechanical (Hydraulic Excavator)/Manual Means and floors of the bridges, walls etc. including setting out, of sides, ramming of bottom, out the excavated material, back layers with approved material and of the layers by ramming and etc. including all lift, disposal of up to a lead of 300m, all types of and strutting with all labour and complete as per drawing and specification as directed by in charge. Note: This item will be excavation work in connection with miscellaneous works also like side foundation for OHE masts and other structures in connection with Conversion, Doubling, New lines. | — | — | — | — | |
| 4 | soils | cum | 8132.00 | 232.59 | 18,91,421.88 |
| and laying in position machine machine mixed and machine Cement Concrete of specified grade approved Design Mix (mixed in Mobile Batching/Mixing Plant at site or approved plants) using 20mm crushed stone aggregate and coarse approved quality for the following cement concrete structural up to height of 9.0 m from top level, including finishing, Plasticiser in approved proportions (as to modify workability without strength and durability complete specifications and direction of the in charge. Note: 1. Payment for reinforcement and shuttering shall extra under relevant item. 2. shall invariably be used in proportion to increase workability possible quantity of cement of Design Mix Concrete unless it approved citing reasons for not plasticiser at the stage of Mix Design case deduction shall be made as item. | — | — | — | — | |
| 5 | and Return wall | cum | 453.00 | 5,106.9 | 23,13,425.7 |
| 6 | and laying Plain Cement Concrete graded stone aggregate of 40mm size, in foundation and floors, walls of bridges including mixing, vibrating, pumping and water where ever required with and labour complete but the cost of cement and shuttering drawings and technical specifications by Engineer. | cum | 289.00 | 5,190.51 | 15,00,057.39 |
| 7 | and casting machine batched, mixed and machine vibrated Concrete of specified grade as per Design Mix, mixed in Mobile Batching/Mixing Plant at site or approved plants, (Cast in-Situ/Pre- bottom/top slab, side walls, toe wall haunch filling head walls, thrust any other component using 20mm crushed stone aggregate and coarse approved quality of RCC box of any including finishing, Plasticiser in proportions (as per IS:9103), to workability without impairing and durability, complete as per and technical specifications as by Engineer in charge. N o t e : 1. for cement, reinforcement and shall be made extra under item. 2. Plasticiser shall invariably in approved proportion to increase with minimum possible quantity for all grade of Design Mix unless it is specifically approved at the stage of Mix Design and deduction shall be made as per item. | cum | 2050.00 | 5,494.49 | 1,12,63,704.5 |
| and shuttering including strutting, etc. and removal of form for : | — | — | — | — | |
| 8 | of bridge sub-structures, e.g. pier, wing wall, retaining wall, RCC box foundations, Abutment cap, Pier Cap, Platform & Pedestal over Pier cap, wall, Diaphragm wall etc. up to 5m ground level | Sqm | 3733.00 | 853.04 | 31,84,398.32 |
| 9 | and installation of single/twin RCC sizes with or without common web including design of pushing scheme, casting of all RCC components, grade of controlled concrete, in correct position and alignment Railway track/Road following all of track safety by 'Box pushing as per approved with or without surcharge of soils with disposal of surplus from vent up to 1 Km, fixing for all services & utilities parapet walls on both sides, course, foot paths, plaques, arrangements etc. and all other works to complete the crossing in all respect as per to the satisfaction of Engineer- N o t e : 1. The rate includes all work/supplies for complete job in all except "cost of Reinforced cement cement, reinforcement & of (i) main RCC Box; (ii) Thrust Footpath (iv) Parapet wall and (v) Course only, which shall be paid relevant items of USSOR. 2. In Sheet and/or Rail Cluster are to be per approved scheme and design, shall be paid extra under relevant The payment for this item shall be the clear inner cross section area parent RCC Box/Boxes and barrel clear inner volume of parent RCC | cum | 1050.00 | 7,246.41 | 76,08,730.5 |
| 10 | using GI Drag Sheet, 1.50 mm protection of track from subsidence pushing the box as per design over 031120. Note: The payment for this be made for the clear inner cross area of the parent RCC Box/Boxes length i.e. clear inner volume of Box/Boxes. | cum | 1050.00 | 1,152.17 | 12,09,778.5 |
| transportation of Precast RCC Slabs / Ballast retainers / Steel etc. from Casting Yard to Site of unloading and stacking at site of work location as directed by above 60 kms. | — | — | — | — | |
| 11 | km up to 80 km | MT | 71.00 | 652.87 | 46,353.77 |
| 12 | Fabricating and fixing access inspection platforms, Trolley refuges bridges with structural steel to IS:2062 including welding / priming painting with one coat of paint of Zinc Chromate (IS:104) of 25-30 microns followed by one Zinc Chrome Red Oxide (IS:2074) of 25 microns with all material, as a complete job. Note: Painting paid separately under relevant item. | MT | 16.00 | 1,23,549.44 | 19,76,791.04 |
| 13 | fabricating and erecting welded bolted and/or riveted steel work in sections, trusses and framed work, racks, Height Gauge etc. for Steel other than bridge girders, using angles and channels/flats, plates, round or square bars, cleats, bolts contractors own steel including bending, straightening, drilling, hoisting, fixing, erecting, welding, etc., with Providing stiffeners required as per approved drawing applying a priming coat of a steel primer with all contractor's labour, tools & plants, lead & lift crossing of tracks if required etc., as per specification and as directed Engineer-in-charge. Note: The payment made on the theoretical weight of components and gusset plates only. | MT | 10.00 | 1,40,659.15 | 14,06,591.5 |
| 14 | laying of quarry dust including supply of all materials, labour, tools, plants, crossing of tracks as and technical specification as by the Engineer in charge in case is encountered at site of before casting the foundation or filtering media. | cum | 120.00 | 2,657.59 | 3,18,910.8 |
| 15 | cast in situ bridge number plaques Railway drawing in cement concrete using 20mm hard stone aggregate in 30mm notch in Bridge parapet engraving the letter and figures arrow indicating the direction of flow the top exposed surface with mortar 1:3, painting letters and two coats of black enamel paint coats of white background with all tools, cement, paint etc. with all lifts. | Each | 1.00 | 1,206.22 | 1,206.22 |
| 16 | cast in-situ plaques for bridge details of size 45cmx45cmx5cm concrete 1:2:4 mix using 20mm aggregate embedded in 30mm notch over abutment & piers, the letters & figures with CM 1:3 smooth including painting figures with 2 coats of black and plaque with white enamel with tools, cement, paint, curing etc. as job. | Each | 1.00 | 1,638.1 | 1,638.1 |
| 17 | of natural or accumulated water location. Payment to be done for of pump multiplied by pumping | HP Hour | 650.00 | 67.48 | 43,862 |
| supply and stacking of crushed Track Ballast conforming to Specification (IRS-GE-1) with latest slips at Railway depot or location. Note: Distance of quarry mentioned in each sub-item the purpose of selecting the items of estimates/tender schedule, the minimum distance between quarry and centre of supply points not affect the selection of quarry physical supply in any way till specification is met fully. | — | — | — | — | |
| 18 | distance of nearest quarry is more and up to 100 km | cum | 200.00 | 2,670.91 | 5,34,182 |
| 'in-situ' welding during traffic finishing of weld to meet the tolerances and pass all stipulated all required labour, materials, tools, equipments etc. to the work in all respect as per IR's for Fusion Welding of Rails by - Thermic Process" with latest slips, including marking of welded weld collar with anticorrosive restoration of track near weld joint to position and fixing of joggled fish new weld, to be removed after weld in USFD test as directed by in charge. Note: 1. Welding shall be out only by trained welder having competency certificate using RDSO Alumino Thermit Welding Portions, prefabricated mould (ZIRCON manually pressed, Single shot fitted with auto tapping thimble and Air Petrol/LPG preheating as per RDSO Specification No with latest amendment. 2. Weld trimmer shall be used for and profile Grinder for finishing. 3. nos. of Joggled fish plates shall by Railway at nearest P. Way the same shall be returned at Way Store or at other location as of Engineer-in-Charge after from track. All other items required supplied by the Contractor. | — | — | — | — | |
| 19 | - 90 UTS Rail | Each | 8.00 | 7,264.8 | 58,118.4 |
| 20 | 'in-situ' welding during traffic Railway's welding portion & and finishing of weld to meet the tolerances and pass all stipulated all required labour, materials, tools, equipments etc. to the work in all respect as per IR's for Fusion Welding of Rails by - Thermic Process" with latest slips, including marking of welded weld collar with anticorrosive restoration of track near weld joint to position and fixing of joggled fish new weld, to be removed after weld in USFD test as directed by in charge. Note: 1. Only welding and related accessories as per - I and Welder shall be supplied by 2. Hydraulic Weld trimmer shall be chipping and profile Grinder for 3. Required nos. of Joggled fish shall be supplied by Railway at Way Stores and the same shall be at nearest P. Way Store or at other as per direction of Engineer-in- after release from track. | Each | 20.00 | 1,997.27 | 39,945.4 |
| Caution Watchman at a location caution order is imposed and ensuring continuous vigil and exhibit hand signals to the trains for their over caution spot. Note: 1) protection equipment shall be by Railways and the same shall be after work is over. 2) If Contractor post watchman at any time during penalty at double the accepted be levied and 3) The watchman by the contractor will be for suitability as per Railway | — | — | — | — | |
| 21 | shift ( 12 Hrs) | Each | 360.00 | 1,387.44 | 4,99,478.4 |
| with abrasive rail cutter of all rail sections including wear head hardened rails up to 110 UTS, contractors tools & plants, equipment, with all lead & lift etc. complete by Engineer in-charge. Abrasive will be as per RDSO Specification (Rev. 01 of 2012) with latest RDSO; Rail Cutting Wheel Abrasive be as per RDSO Specification (Rev. 01 of 2020) | — | — | — | — | |
| 22 | 110/90 UTS - On Running Line | Each | 24.00 | 263.21 | 6,317.04 |
| holes of 16 mm to 32 mm dia. with machine including chamfering appropriate chamfering tools in all types section with contractor's tools & equipment, consumable with all lead complete, as directed by Engineer Rail Drilling Machine will be as per Specification No. TM/SM/3, dated | — | — | — | — | |
| 23 | Line | Each | 48.00 | 96.45 | 4,629.6 |
| 24 | existing lifting barrier along with assembly and other components like fringes, locking arrangements, boom rest, locking rods/wires, stakes, turn out wheels, 'A' base and materials connected with functioning barrier, removing engineering on track and level crossing road without any damage including concrete base of existing filling, ramming and levelling the disturbed during demolition, clearing stacking all released material in a countable manner and clear of as directed. Note: Barriers on of level crossing constitute one | Set | 1.00 | 28,590.06 | 28,590.06 |
| of temporary girder in place of involving dismantling of track, of ballast and neatly stacking for excavation & installation of CC wooden crib at both ends as per design in one or more traffic excavation for creating space for of girder as required, placement of contractor's Crane, tools & plants, earth/sand filled bags at different required, linking of track and with the approaches, ballasting, packing approach sleepers to fit for 20 kmph to the satisfaction in-charge. Note: 1. The CC Cribs and Temporary Girder shall be by Railways at available location. 2. of Temporary Girder to site paid separately under relevant item. charges for wooden sleepers/blocks for matting and bearing as per design shall be paid extra as per item. 4. In case bridge timber / sleepers are required to be laid on same shall be paid separately relevant item. | — | — | — | — | |
| 25 | girder of length above 16.3m 26.00 using Road crane capacity of | Each | 2.00 | 2,00,812.59 | 4,01,625.18 |
| 26 | and using wooden required for matting and as per approved design for use above CC Crib for insertion of Girder etc.. Note: The item is for use and released wooden shall be the property of the | cum | 10.00 | 2,017.82 | 20,178.2 |
| of temporary girder, crib on both placing temporary girder on crib / from Railway track as directed by at site under traffic block; filling of earth by ramming, pulling ballast / adjoining track / same track, linking with approach track and ballast for opening track at 20 speed, boxing & dressing of cess, profiling etc. Note: If earth is to be by contractor from outside, the be paid separately. | — | — | — | — | |
| 27 | girder of length above 16.3m 26.00 using Road crane capacity of | Each | 2.00 | 2,16,448.04 | 4,32,896.08 |
| fabricating and supplying Engineering Indicator boards, 2mm thick aluminium sheet or 3mm aluminium composite sheet, face to be covered with high intensity type heat activated retro- sheeting conforming to type-IV of in yellow & black or other combination including subject matter, symbols, borders etc. as approved In-charge or as per IRPWM pasted on substrate by an backing which shall be activated by heat and pressure conforming to ASTM-D-4956-01 and fixing the suitable sized aluminium alloy 20 cm c/c to back-support frame of iron of size 25mm x25mm x all along the edges of board resistant measures back side of shall be with non-peelable paint, consisting of one coat of primer and two coats of epoxy Vertical post shall have black & white paint or powder coating as directed. | — | — | — | — | |
| 28 | Indicator Board of size with back support frame vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 2.00 | 7,028.86 | 14,057.72 |
| 29 | Indicator Board of equilateral shape having each side of with back support frame fixed to post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 2.00 | 6,099.08 | 12,198.16 |
| 30 | Indicator Board of size with back support frame vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 2.00 | 7,028.86 | 14,057.72 |
| 31 | Indicator Board of Circular diameter of 1000mm with back frame welded to vertical post of MS size 50mmx50mmx6mm of 3950 | Each | 2.00 | 8,189.18 | 16,378.36 |
| machinery for minor miscellaneous for short duration including fuel, lubricants and The contractor shall arrange all permits as required by rules and prevailing in the area of work. shall be made for actual working site. | — | — | — | — | |
| 32 | Loaders 3DX Plus or similar with 1.10 cum bucket capacity | Hour | 100.00 | 975.39 | 97,539 |
| Schedule total | ₹3,57,25,853.4 | ||||
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