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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-AOC | ₹59.1 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹59.3 LRejected-Finance | ₹59.3 L | L2 | Rejected-Finance disqualified |
| 3 | Rejected-Technical CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical GRAM POST NAMTI CHET BAGAD KAPKOT BAGESHWAR UTTARAKHAND | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical NA | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹59.9 L
EMD Value
₹1.4 L
Closing Date
27 Feb 2023, 5:00 pmClosed
RS GUSAIN
Office of Executive Engineer Irrigation Division, Vikasnagar
Flood Protection and Drainage Work of Different Population Areas in Vikasnagar Block District Dehradun Along Prithavipur Nala, BadwalaNala, Reetha Rao and Dhanga Rao Nala Under Honorable C.M. Announcement no. 311/2019.Reach Badwala Nala
2023_IRDCE_55030_1
13/EE/2022-23
Open Tender
Civil Works - Others
180 days
VIKASNAGAR BLOCK DEHRADUN
AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹4,720
Executive Engineer Irrigation Division,vikasnagar
₹1.4 L
Office of Executive Engineer Irrigation Division,
5 Sept 2023
14 Feb 2023
28 Feb 2023
14 Feb 2023
27 Feb 2023
15 Feb 2023
15 Feb 2023
Amount
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm as per Technical Specification Clause 201. By Manual Means In area of non-thorny jungle
P.C.C. 1:3:6 in Normal Mix including cost of all material, labour and T&P etc.
R.R. Stone Masonry in 1:5 including cost of all material, labour and T&P etc.
C.C. 1:2:4 including cost of all material, labour and T&P etc.
Cement Pointing in 1:3 Mix including cost of all material, labour and T&P etc.
Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
Arun Kumar
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