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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-Finance LANE NO 02 LAXMI ENCLAVE DEHRAKHASH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr | L-1 | Accepted-Finance PRICE QUOTED LOW |
| 2 | L-2₹1.4 Cr+₹2.9 L (2.04%)Rejected-Finance | ₹1.4 Cr+₹2.9 L (2.04%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | UK Enterprises L1 | AASHAVI ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Roadway Cutting 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 | 9,150 | Cum | 51.94 ₹4,75,251 Lowest | 53 ₹4,84,950 |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 21,350 | Cum | 467.85 ₹99,88,597.5 Lowest | 477.4 ₹1,01,92,490 |
| 3.00 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. | 1,54,025 | No. | 15.09 ₹23,24,237.25 Lowest | 15.4 ₹23,71,985 |
| 4.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 34,812.7 | Cum | 39.49 ₹13,74,753.52 Lowest | 40.3 ₹14,02,951.81 |
Tender Value
₹1.4 Cr
EMD Value
₹3.4 L
Closing Date
24 Sept 2025, 5:00 pmClosed
SE IRRIGATION WORK CIRCLE HARIDWAR
OFFICE OF THE SUPERINTENDING ENGINEER IRRIGATION WORK CIRCLE HARIDWAR
Temporary embankment work for diversion of water in uninterrupted stream and escape channel for construction work of ghats in Kumbh Mela 2027 (Escape Channel)
2025_IRDCE_87081_1
07/SE/2025-26 DATED 11-09-2025
Open Tender
Civil Works
Item Rate
4 days
HARIDWAR IN UTTARAKHAND
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
₹3.4 L
IRRIGATION WORK CIRCLE HARIDWAR
17 Oct 2025
11 Sept 2025
25 Sept 2025
11 Sept 2025
24 Sept 2025
11 Sept 2025
16 Sept 2025
Amount
Construction of Embankment with Material Obtained from Roadway Cutting 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
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work.
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
AASHAVI ASSOCIATES (BID ID -399233)
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