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Tender Value
₹22.5 Cr
EMD Value
₹45.0 L
Closing Date
21 Aug 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
06/08/2026 11:30
Lowest to Highest
120 days
Expenditure
Capital (Works)
CIVIL
3 conditions · 2 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
Defination of Similar Work :- Any major bridge work including rob/rub of required value involving PSC slab/PSC girder/composite girder
24 conditions · 14 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.)
Kollam - Thiruvananthapuram Section - Construction of Proposed Road Over Bridge in lieu of LC No.570 (Azhoor Gate) at Railway Km 193/800-900 between Kadakavur and Murukkampuzha Stations of Thiruvananthapuram Division (7.50m Two lane Carriageway , 1x36m + 1x18m Eff. Composite Girder for Railway span and 3x25m PSC Girder + 10x12.5m soild slab for Approaches)
13-KRDCL-ROB-2026-OT
13-KRDCL-ROB-2026-OT
Open
Works - General
15 Months
Thiruvananthapuram, Kerala
₹0
₹45.0 L
29 Jul 2026
29 Jul 2026
29 Jul 2026
6 Aug 2026
132 items across 6 schedules · ₹23,44,29,422.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per R D S O Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 1 | Using Soil Class SQ1 | cum | 974.70 | 1,083.91 | 10,56,487.08 |
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | — | — | — | — | |
| 2 | Girth over 30 cm and up to 60 cm | Each | 8.00 | 420.28 | 3,362.24 |
| 3 | Girth over 60 cm and up to 1.5m | Each | 9.00 | 1,167.42 | 10,506.78 |
| 4 | Girth over 1.5m up to 3 m | Each | 8.00 | 2,328.15 | 18,625.2 |
| P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 5 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 50.00 | 237.25 | 11,862.5 |
| 6 | Supplying & laying of drainage composite for use behind abutments, wing walls, return walls and Retaining walls Geocomposite drain (Vertical) as per RDSO Specification No. RDSO/2018/GE:IRS-0006 latest version with all material, labour, equipment, tools and plants, lead, lift etc. complete in all respects as per the direction of Engineer-in-Charge. | Sqm | 339.00 | 394.02 | 1,33,572.78 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 7 | All kinds of soils | cum | 1701.00 | 232.59 | 3,95,635.59 |
| 8 | P r o v i d i n g 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. Note: 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 | 567.00 | 4,994.99 | 28,32,159.33 |
| P r o v i d i n g 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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. Note: 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. | — | — | — | — | |
| 9 | Abutment & Pier | cum | 442.00 | 5,106.9 | 22,57,249.8 |
| 10 | Wing wall and Return wall | cum | 411.00 | 5,106.9 | 20,98,935.9 |
| 11 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 362.00 | 5,162.86 | 18,68,955.32 |
| 12 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 19.00 | 5,050.95 | 95,968.05 |
| 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 | 131.00 | 5,190.51 | 6,79,956.81 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 14 | 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 | 2814.00 | 853.04 | 24,00,454.56 |
| 15 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 5829.00 | 1,105.75 | 64,45,416.75 |
| 16 | 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 | 7078.00 | 135.65 | 9,60,130.7 |
| P r o v i d i n g 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 for cast in-situ Prestressed (Post- tensioned) concrete girder / Box girders/Slabs for different spans including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as p e r d r a w i n g s , specifications and direction of the Engineer in-charge. Note: 1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items. 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. | — | — | — | — | |
| 17 | With Soffit level up to 9m above Bed level | cum | 1463.00 | 5,162.86 | 75,53,264.18 |
| 18 | With Soffit level From 9m above Bed Level to12m above Bed Level | cum | 317.00 | 5,330.73 | 16,89,841.41 |
| 19 | Providing, fabricating & fixing in position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | MT | 8.00 | 2,48,876.47 | 19,91,011.76 |
| 20 | Extra for using HDPE sheathing in place of CRCA sheathing | Metre | 810.00 | 110.38 | 89,407.8 |
| Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in-charge. | — | — | — | — | |
| 21 | For 40mm expansion | Metre | 20.00 | 8,844.25 | 1,76,885 |
| 22 | For 80mm expansion | Metre | 34.00 | 6,861.49 | 2,33,290.66 |
| Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load. | — | — | — | — | |
| 23 | For Span design load up to 100 MT | Each | 2.00 | 89,344.13 | 1,78,688.26 |
| 24 | Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT | MT | 400.00 | 363.18 | 1,45,272 |
| Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 25 | 100mm dia. Drainage Spouts | Metre | 406.00 | 1,041.62 | 4,22,897.72 |
| 26 | Deduction in rate of 031010, 031020 and 031030 for casting of slab in place of Girder for any height | cum | 400.00 | -55.96 | -22,384 |
| 27 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 2.00 | 1,206.22 | 2,412.44 |
| 28 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each | 3.00 | 1,638.1 | 4,914.3 |
| Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for w e l d i n g and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 29 | For Casual/Scattered Rail Renewal work | RM | 34.00 | 44.61 | 1,516.74 |
| Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in- charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed. | — | — | — | — | |
| 30 | Locations other than Ballasted Deck Bridge | Each | 102.00 | 559.51 | 57,070.02 |
| Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot. Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms. | — | — | — | — | |
| 31 | For one shift ( 12 Hrs) | Each | 180.00 | 1,387.44 | 2,49,739.2 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. | — | — | — | — | |
| 32 | Lead beyond 50 Km and up to 100 Km | MT | 39.00 | 637.41 | 24,858.99 |
| 33 | Dismantling existing lifting barrier along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set. | Set | 1.00 | 28,590.06 | 28,590.06 |
| 34 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 4.00 | 5,104.94 | 20,419.76 |
| 35 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 4.00 | 4,406 | 17,624 |
| 36 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 408.00 | 86.15 | 35,149.2 |
| 37 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 408.00 | 288.57 | 1,17,736.56 |
| Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. | — | — | — | — | |
| 38 | For erection | Each | 6.00 | 299.87 | 1,799.22 |
| 39 | For removal | Each | 6.00 | 246.48 | 1,478.88 |
| 40 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 90.00 | 830.52 | 74,746.8 |
| Schedule total | ₹3,43,65,510.35 | ||||
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