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Tender For Construction Of Pump House At Silsako Beel And Increasing The Discharge Capacity Of Bahini Flow From Pibco Point To Silsako Beel Package-2 On Epc Basis, guwahati-Assam

Guwahati Metropolitan Development Authority-GMDA has published Tender For Construction Of Pump House At Silsako Beel And Increasing The Discharge Capacity Of Bahini Flow From Pibco Point To Silsako Beel Package-2 On Epc Basis. Submission Date for this Tender is 24-02-2023. Pump House Construction Tenders in guwahati Assam. Bidders can get complete Tender details and download the document.




Tender Notice

36290895
Tender For Construction Of Pump House At Silsako Beel And Increasing The Discharge Capacity Of Bahini Flow From Pibco Point To Silsako Beel Package-2 On Epc Basis
Open Tender
Indian
Assam
guwahati
24-02-2023

Tender Details

Construction Of Pump House At Silsako Beel And Increasing The Discharge Capacity Of Bahini Flow From Pibco Point To Silsako Beel Package-2 On Epc Basis

Key Value

Document Fees
INR 1000 /-
EMD
INR 260620.0 /-
Tender Value
INR 1.30 Crore /-

BOQ Items

Name of Work: Construction of Pump House at Silsako Beel & increasing the discharge capacity of Bahini flow from Pibco point to Silsako Beel (Package-2) on EPC basis
Sl. No. Item Description
1Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material (i) Ordinary soil A. Manual means (3 m to 6 m depth) ( without de-watering)
2Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material (v) Marshy soil A. Manual means ( Depth upto 3 m) ( without de-watering)
3Sand Filling in Foundation Trenches as per Drawing & Technical Specification Sand filling
4Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
5Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC grade M15
6Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random rubble masonry.
7Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
8Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification
9Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications a) In cement mortar 1:3
10Design & Supervision Charge (Lump Sump)
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