South Western Railway Tender

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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

South Western Railway - SWR Tender

Works
Bridge Construction
Ireps
Opening Date11 Apr 2025
Closing Date8 May 2025
Tender Amount₹ 51,32,69,598.47 
Notes
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Costs

Summary

1) Bagalkot- Kudchi New Line Project Proposed Construction Of Rob At Ch 35068 In Lieu Of Lc No 1 As 1x18m Composite Girder (railway Portion) +2x18.46m

Description

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Plotting initial levels: Computer Plotting of the theoretical cross section profile based on the initial levels of ground, recorded in the level books for cuttings/embankments at intervals of 8 25m or less including computation of theoretical profile/quantities duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer-in-charge. NOTES: i) Plottings and calculations are to be submitted to Railway in 3 sets. (ii) One cross section in one A4 size sheet is required.

1.5

4700

7050

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Plotting final levels: Computer plotting of the theoretical & actual final finished cross section profile, duly indicating different type of strata available/ excavated in the x-section, based on the final levels recorded in the level books for banks/ cuttings at intervals of 25m or less, including 8 computation of theoretical/actual quantities done as per classification of different types of soil/blanketing material as certified by Engineer-incharge duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer-in-charge. NOTES: i) Plottings and calculations are to be submitted to Railway in 3 sets. ii)One cross section in one A4 sheet is required. iii) For embankments, computation of different soils viz., cut spoils, contractor's own earth, blanketing material are to be shown separately as per measurement recorded.

1.5

4700

7050

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Fixing reference pegs: Striking out of centre line of railway alignment using total station or any other latest survey equipment and fixing centre line pegs of adequate size with Railway's tie bars/cut rails at every 100m on straight and 25m in curves, at bridges etc., with 8 contractor's surveyor, equipment, all consumables, labour etc. NOTES: (i) The reference pegs shall be fixed along the alignment at appropriate locations to provide information for execution of formation, bridges, ballasting and linking of track throughout the period of construction. (ii) Contractor is responsible for maintaining the reference pegs including shifting in case of shifting of alignment or to facilitate construction. (iii) The reference pegs shall be usable as temporary bench marks wherever required.

30

154

4629

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Excavation along the alignment of signalling cable/OFC/power cable carefully and exposing the same without any damage, and excavating the new trench along the railway alignment 8 or along the alignment as specified by the railway Engineer-in-charge, laying or removed cable, filling up all complete with sand and laying a layer of brick with contractor's own material, tools and plants etc., as directed by the Engineer-in-charge. NOTE: 1. In case the cable is damaged cost of restoration and the cost of cable will be recovered from the contractor. The decision of the railways with regard the cost to be recovered will be final.

300

207

62100

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Dismantling of lifting barriers of the level crossing including dismantling of booms (two 8 numbers), winches, wire ropes, winch platform, AC sheet roofing if any complete to the satisfaction of Engineer-in-charge and transporting the same and handing over to SE/PWAY/stores with Contractor's men tools and plants complete. (Note: Both side lifting barrier).

3

13333

39999

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Supplying and providing UPVC rainwater pipe of 150mm dia of 6kg/sq cm working pressure (type B) conforming to IS13592 including specials as required and jointing with contractors materials and fixing accessories.

500

390

195000

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COMPLETION DRAWING: Preparation and submission of GAD/Completion drawing for the Major bridges/ROBS/RUBs based on soil exploration and water way calculation for fixing suitable 8 span as per RDSO design and drawing in AutoCAD on 100micon film double mat finish as per Railway standard approved by the Engineer-in-charge to specified scales including submission of check print for proof check to incorporate suggested corrections and modifications and supply final copy in compact disk and 6 copies in ammonia print in A0 size with all contractor's materials, labours, tools, plants etc., complete.

6

14427

86562

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Casting and laying in position M35 grade pre cast concrete facia panel / pre cast CC blocks with architectural finish of suitable size and thickness as per approved drawing, but not less than minimum 140mm thick excluding architectural finishes and including (Earth work excavation for foundation, providing initial leveling pad (minimum 150mm thick and having suitable width) as necessary, using M15 grade plain cement concrete. PCC shall be taken separately as per site 8 situation) necessary connection arrangements for soil reinforcement, necessary coping beam, neoprene sponge joint material between reinforced soil wall facia and crash barriers, the backfill material and the drainage material shall be separated using permeable nonwoven geotextile or synthetic geo grid and approved design, necessary anchor rods at the toe of wall for laying first pre cast CC blocks. Including all materials, labour, lead and lift, hire charges of all plants, machinery, lead lifts, loading, unloading etc., complete as per MORTH specifications and as directed by Engineer-in- charge

4700

1218

5724600

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Filling coarse grained soil/earth in embankment for road approach as per approved reinforcement earth technology behind the precast facia panels with contractors supply of back fill materials which shall be free from organic or other deleterious materials and shall conform to the mechanical and physio-chemical requirements including mechanical compaction as per MORTH specifications and as directed by Engineer-in-charge

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8

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Supplying, Assembling, joining and laying of soil reinforcing elements connecting with 8 precast modular blocks, including connecting arrangements, all materials, labour, lead and lift, hire charges of machinery, complete, complying MORTH specifications and as directed by Engineer- incharge . a) Synthetic Geogrid

4000

387

1548000

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Supplying, providing, laying, spreading & compacting specified graded hard granite 8 stone aggregate wet mix macadam as per specifications including pre-mixing the materials with water to OMC in mechanical mixer (pugmill) carriage of mixed material by tipper to site with all lead & lift laying in uniform layers complete as per specifications.

1140

1250

1425000

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Proof checking for CC Blocks (Two sides)

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-

8



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