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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC | ₹3.1 Cr | L1 | Accepted-AOC Technically qualified L1 bidder |
| 2 | L2₹3.5 Cr+₹34.9 L (11.1%)Rejected-AOC 243 SURAVI PATH P O KAHILIPARA P S DISPUR | NAGAON | ASSAM | 782001 | ₹3.5 Cr+₹34.9 L (11.1%) | L2 | Rejected-AOC Technically qualified L2 bidder |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
20 May 2023, 2:00 pmClosed
CEO, GMDA
Bhangagarh, Guwahati-05
Construction of Drainage channel with embankment and fencing from Silsako to Pathar Quarry Package 2
2023_GMDA_30667_1
GMDA/DEV/53/2023/09
Open Tender
Civil Works
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹7.0 L
Yes
Office of CEO, GMDA
23 Jun 2023
2 May 2023
20 May 2023
2 May 2023
20 May 2023
10 May 2023
8 May 2023
Amount
Drainage channel
Excavation of drainage channel to the proper grade and slopes as required including desposing the excavated debries/soil to a safe distance of bevond 100 m distance as directed Wet & Sticky soil For lead upto 30m and all lifts
Earthwork in bank trimming to the designed section /slope including removing the soils at a safe distance, complete as cirected.
Dewatering by 5 HP Water pump including supply of necessary fuel, engine oil and pump operator etc. Complete.
Embankment along drainage channel
Removal of Unsuitable Soil with Disposal upto 1000 m: Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- II Material
Hire Charges of Hydraulic Excavator
Bhaba Kanta Nath
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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