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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC | ₹1.4 Cr | 1 | Accepted-AOC As per contract agreement |
| 2 | 2₹1.5 Cr+₹13.2 L (9.69%)Rejected-Finance | ₹1.5 Cr+₹13.2 L (9.69%) | 2 | Rejected-Finance L 2 |
| 3 | 3₹1.5 Cr+₹16.2 L (11.8%)Rejected-Finance | ₹1.5 Cr+₹16.2 L (11.8%) | 3 | Rejected-Finance L 3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically non responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically non responsive |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
7 Oct 2020, 11:00 amClosed
DIRECTOR TOWN AND COUNTRY PLANNING ASSAM
OFFICE OF THE DIRECTOR TOWN AND COUNTRY PLANNING ASSAM DISPUR GUWAHATI 781006
CONSTRUCTION OF DRAIN AT WEST MILAN NAGAR AREA DIBRUGARH PART I UNDER CIDF
2020_UDD_18767_1
TP/CIDF/160/6 dtd.16/09/2020
Open Tender
Civil Works
Works
365 days
DIBRUGARH TOWN
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Yes
DIRECTOR TOWN AND COUNTRY PLANNING ASSAM
₹2.9 L
Yes
GUWAHATI
12 Jan 2021
23 Sept 2020
8 Oct 2020
23 Sept 2020
7 Oct 2020
24 Sept 2020
24 Sept 2020 - 28 Sept 2020
28 Sept 2020
Amount
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete.
A) Brick flat soling
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications cl. no. 1200,1500 & 1700
Case 1) Using concrete mixture
Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
b) ISI approved super ductile TMT bar
Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area tim
B) Above 1.50m upto 3.0 m
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
( c ) predominantly non plastic
Sri Shyamal Kumar Gogoi
Chitra Ranjan Gogi
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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