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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹2.1 Cr+₹6.5 L (3.15%)Rejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹2.1 Cr+₹6.5 L (3.15%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹2.2 Cr+₹13.1 L (6.33%)Rejected-Finance H NO 125 LANE NO 10 ENGINEERS ENCLAVE PHASE III GMS ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2.2 Cr+₹13.1 L (6.33%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹2.2 Cr+₹13.1 L (6.34%)Rejected-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2.2 Cr+₹13.1 L (6.34%) | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹2.2 Cr+₹13.2 L (6.36%)Rejected-Finance VILLAGE POST NALGAON NARAYANBAGAR CHAMOLI UTTARAKHAND 246453 | CHAMOLI | UTTARAKHAND | 246453 | ₹2.2 Cr+₹13.2 L (6.36%) | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S SATISH KUMAR L4 | daya sankar baluni L2 | SHIVANGI ASSOCIATES AND TECHNOCRATS L3 | SURAJ SHAH L5 | M/s KARTIKE INFRASTRUCTURE L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | E/w in Excavation in all types of soils and rocks including lead, lift and disposal of surplus material required for proper completion of work. | 1,800 | Cum | 444.3 ₹7,99,740 | 430.97 ₹7,75,747.8 | 443.5 ₹7,98,300 | 444.3 ₹7,99,740 | 418 ₹7,52,400 Lowest |
| 2.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation 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 | 5,000 | Cum | 53.1 ₹2,65,500 | 51.51 ₹2,57,535 | 53.1 ₹2,65,500 | 54 ₹2,70,000 | 50 ₹2,50,000 Lowest |
| 3.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD
Uttarakhand specifications)
GI wire 8 gauge BWG | 8,100 | Cum | 2,398.2 ₹1,94,25,420 | 2,326.25 ₹1,88,42,657.4 | 2,398.15 ₹1,94,25,015 | 2,398.2 ₹1,94,25,420 | 2,255 ₹1,82,65,500 Lowest |
| 4.00 | Back filling behind R/w & B/W. including supply of all material, labour, T&P etc. required for proper completion of the work. | 1,400 | Cum | 1,094.8 ₹15,32,720 | 1,061.96 ₹14,86,738.4 | 1,094.75 ₹15,32,650 | 1,094.8 ₹15,32,720 | 1,030 ₹14,42,000 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
16 Mar 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle,Uttarkashi
Flood Protection work along both bank of Siri Gaad to Protect Houses and Agriculture land in Village Siri Block Dunda District Uttarkashi
2026_IRDCE_92712_1
05/SE/2025-26
Open Tender
Civil Works
Item Rate
180 days
DUNDA BLOCK
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹5.2 L
Superintending Engineer , Irrigation Work Circle,U
19 Jun 2026
5 Mar 2026
18 Mar 2026
5 Mar 2026
16 Mar 2026
6 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/w in Excavation in all types of soils and rocks including lead, lift and disposal of surplus material required for proper completion of work. | 1,800 | Cum | - | - |
| 2 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation 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 | 5,000 | Cum | - | - |
| 3 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD
Uttarakhand specifications)
GI wire 8 gauge BWG | 8,100 | Cum | - | - |
| 4 | Back filling behind R/w & B/W. including supply of all material, labour, T&P etc. required for proper completion of the work. | 1,400 | Cum | - | - |
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