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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance ADD NEAR POLICE CHOWKI DHALWALA P O MUNI KI RETI DISTT TEHRI GARHWAL | ₹1.4 Cr | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹1.7 CrRejected-Finance MAHADEV COLONY BALIYAKHEDI BLOCK NEAR GUJAR BHAWAN HASANPUR CHUNGI DELHI ROAD SAHARANPUR | ₹1.7 Cr | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.7 CrRejected-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.7 Cr | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹1.7 CrRejected-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹1.7 Cr | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹1.7 CrRejected-Finance BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.7 Cr | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S SATISH KUMAR L3 | M/S KUNWAR SINGH NEGI L4 | M/S PRATAP SINGH RAWAT L5 | M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES L8 | Ms Jai Gopal Associates L6 | HARVIR SINGH L2 | M/S SADAR SINGH RAWAT L1 | SURAJ SHAH L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 3,450 | cum | 56.69 ₹2.0 L | 57.97 ₹2.0 L | 63.7 ₹2.2 L | 400 ₹13.8 L | 280 ₹9.7 L | 56.06 ₹1.9 L | 60 ₹2.1 L | 60.5 ₹2.1 L |
| 2.00 | Providingconcrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | 3,100 | cum | 5,158.89 ₹1.6 Cr | 5,274.82 ₹1.6 Cr | 5,350 ₹1.7 Cr | 5,800 ₹1.8 Cr | 5,195 ₹1.6 Cr | 5,100.92 ₹1.6 Cr | 4,200 ₹1.3 Cr | 5,512.42 ₹1.7 Cr |
| 3.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) | 280 | cum | 222.5 ₹62,300 | 227.5 ₹63,700 | 250 ₹70,000 | 1,200 ₹3.4 L | 800 ₹2.2 L | 220 ₹61,600 | 230 ₹64,400 | 237.75 ₹66,570 |
| 4.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280 & IS:4826 in 150mm x150mm mesh laid with stone boulders. As per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | 300 | cum | 1,681.83 ₹5.0 L | 1,719.63 ₹5.2 L | 1,889 ₹5.7 L | 1,700 ₹5.1 L | 1,245 ₹3.7 L | 1,662.94 ₹5.0 L | 1,700 ₹5.1 L | 1,797.1 ₹5.4 L |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
21 Jan 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle ,Dehradun
Flood Protection Works of Right Bank of Bandal River in Village Ghantu ka Sera Block Massoorie Distt-Dehradun .(Reach Ch.0.000 to 0.280 Km).
2026_IRDCE_90770_1
03/SE/2025-26
Open Tender
Civil Works
180 days
DOIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹4.5 L
Superintending Engineer , Irrigation Work Circle ,
18 Mar 2026
8 Jan 2026
24 Jan 2026
8 Jan 2026
21 Jan 2026
12 Jan 2026
12 Jan 2026
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
Providingconcrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280 & IS:4826 in 150mm x150mm mesh laid with stone boulders. As per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
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