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Tender For Construction Of Retaining Wall Along The Down Stream Portion At The L.H.S. And R.H.S. Of The River Adjacent To Paddy Field To Protect The Damaged Catchment Area Due To Recent Flash Flood And Construction Of Retaining Wall Along The Down Stream , East Khasi Hills-Meghalaya

Meghalaya Infrastructure Development Finance Corporation Ltd has published Tender For Construction Of Retaining Wall Along The Down Stream Portion At The L.H.S. And R.H.S. Of The River Adjacent To Paddy Field To Protect The Damaged Catchment Area Due To Recent Flash Flood And Construction Of Retaining Wall Along The Down Stream . Submission Date for this Tender is 14-11-2022. Wall Construction Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

34660016
Tender For Construction Of Retaining Wall Along The Down Stream Portion At The L.H.S. And R.H.S. Of The River Adjacent To Paddy Field To Protect The Damaged Catchment Area Due To Recent Flash Flood And Construction Of Retaining Wall Along The Down Stream
Open Tender
Indian
Meghalaya
East Khasi Hills
14-11-2022

Tender Details

Construction Of Retaining Wall Along The Down Stream Portion At The L.H.S. And R.H.S. Of The River Adjacent To Paddy Field To Protect The Damaged Catchment Area Due To Recent Flash Flood And Construction Of Retaining Wall Along The Down Stream Portion At The R.H.S. Of The River To Protect The Damaged Wing Wall Due To Recent Flash Flood Of Krang Water Supply Scheme

Key Value

Document Fees
INR 500 /-
EMD
INR 23960.0 /-
Tender Value
INR 11.98 Lakhs /-

BOQ Items

Name of Work: Construction of Retaining Wall along the Down Stream portion at the L.H.S. and R.H.S. of the river adjacent to Paddy Field to protect the damaged catchment area due to recent flash flood and Construction of Retaining Wall along the Down Stream portion at the R.H.S. of the river to protect the damaged wing wall due to recent flash flood of Krang Water Supply Scheme.
Sl. No. Item Description
1Estimate for construction of Retaining Wall along the Down Stream portion at the L.H.S. of the river adjacent to Paddy Field to protect the damaged catchment area due to recent flash flood of Krang Water Supply Scheme.
2Earthwork in excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils upto 30metres and all lifted.Hard shale or medium rock of the hardness of the building stone, laterite and the like.
3Providing 100mm thick soling with approved quality of stones including local carriage of stone, including ramming, consolidation and filling the interstice with stone aggregate all complete.
4Providing and laying cement concrete in prop 1:3:6 corresponding M15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200mtrs (excluding shuttering reinforcement) complete.
5Providing coursed random masonry in foundation and plinth with unsized stone in cement 1:6 including carriage of stones within 20meters filling in (thickness not exceeding 35cm).
6Providing shuttering with dressed planks not less than 25mm thick properly joined including batten props to the proper level and removing the same after the concrete hardens as directed.
7Extra for carriage of earth sand and stone aggregates stones beyond the initial lead of 200m including loading and unloading.
8Stone : 20 Km
9Sand :45 Km
10Estimate for construction of Retaining Wall along the Down Stream portion at the R.H.S. of the river to protect the damaged wing wall due to recent flash flood of Krang Water Supply Scheme.
11Earthwork in excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils upto 30metres and all lifted.Hard shale or medium rock of the hardness of the building stone, laterite and the like.
12Providing 100mm thick soling with approved quality of stones including local carriage of stone, including ramming, consolidation and filling the interstice with stone aggregate all complete.
13Providing and laying cement concrete in prop 1:3:6 corresponding M15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200mtrs (excluding shuttering reinforcement) complete.
14Providing coursed random masonry in foundation and plinth with unsized stone in cement 1:6 including carriage of stones within 20meters filling in (thickness not exceeding 35cm).
15Providing shuttering with dressed planks not less than 25mm thick properly joined including batten props to the proper level and removing the same after the concrete hardens as directed.
16Extra for carriage of earth sand and stone aggregates stones beyond the initial lead of 200m including loading and unloading.
17Stone : 20 Km
18Sand :45 Km
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