Konkan Railway Corporation Limited Tender
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Konkan Railway Corporation Limited - KRCL Tender
Transportation and Logistics
Ireps
Opening Date12 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 33,43,599
Costs
EMD
₹ 66,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Shallow Screening Of Track And Excavation In Cutting Side Drain Between Mangaon-sape Station
Description
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Contact
Tender Id
KR-RN-W-2024-89-RATNAGIRI-DIVISION-ENGINEERING/KRCLTender No
KR-RN-W-2024-89Tender Authority
Konkan Railway Corporation Limited ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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2 1.2.4 Excavated Rockb) 1.2.4- b Every additional lead of 50 m or part thereof beyond 1st 50 metres upto 9 such additional lead
1000
71
71490
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2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in 1 foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m a) 2.9.1 Ordinary rock
50
459
22950
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2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mb) 2.9.3 Hard rock (blasting prohibited)
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-
1
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2 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual 2 means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m a) 2.8.1 All kinds of soil
100
251
25151
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132010 Systemic overhauling of track under traffic as perprocedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & 1 leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer incharge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. 132011 For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more
18600
162
3015618
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