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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹1.2 Cr+₹6.5 L (5.56%)Accepted-AOC 243 SURAVI PATH P O KAHILIPARA P S DISPUR | NAGAON | ASSAM | 782001 | ₹1.2 Cr+₹6.5 L (5.56%) | L2 | Accepted-AOC Technically qualified L1 Bidder |
| 2 | L1₹1.2 CrRejected-AOC | ₹1.2 Cr | L1 | Rejected-AOC Technically qualified L2 Bidder |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
24 Feb 2023, 2:00 pmClosed
CEO, GMDA
Bhangagarh, Guwahati-05
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
2023_GMDA_29353_1
GMDA/DEV/119/2022/Pt-II/8
Open Tender
Civil Works
Item Rate
45 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹2.6 L
Yes
17 Feb 2024
16 Feb 2023
24 Feb 2023
16 Feb 2023
24 Feb 2023
16 Feb 2023
Amount
Excavation 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)
Excavation 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)
Sand Filling in Foundation Trenches as per Drawing & Technical Specification Sand filling
Providing 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.
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC grade M15
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random rubble masonry.
Providing 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.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications a) In cement mortar 1:3
Design & Supervision Charge (Lump Sump)
RAKESH KR. SINGH
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fin_bid_open.pdf
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