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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.2 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹3.3 Cr+₹3.2 L (0.98%)Rejected-Finance 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.3 Cr+₹3.2 L (0.98%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | Rejected-Technical NEAR PWD CAMPUS LOHAGHAT DISTRICT CHAMPAWAT UTTARAKHAND | DEHRADUN | CHAMPAWAT | UTTARAKHAND | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S HimalayanConstruction L1 | doon associates L2 |
|---|---|---|---|---|---|
| 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 | 4,250 | cum | 63.5 ₹2,69,875 Lowest | 64 ₹2,72,000 |
| 2.00 | Providing concrete for plain concrete in open foundations of Retaining wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 C.C. 1:3:6 | 3,390 | cum | 5,685 ₹1,92,72,150 Lowest | 5,729 ₹1,94,21,310 |
| 3.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry, In cement mortar (1:5) | 2,950 | cum | 4,145 ₹1,22,27,750 Lowest | 4,190 ₹1,23,60,500 |
| 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 | 10 | cum | 1,885 ₹18,850 Lowest | 1,890 ₹18,900 |
| 5.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 500 | cum | 974 ₹4,87,000 Lowest | 1,024 ₹5,12,000 |
| 6.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) | 550 | cum | 238 ₹1,30,900 Lowest | 250 ₹1,37,500 |
| 7.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 360 | Rm. | 147 ₹52,920 Lowest | 152.75 ₹54,990 |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
25 May 2026, 5:00 pmClosed
SANJAY RAJ
Office of Superintending Engineer Irrigation Works Circle Maharani bagh G M S Road, Dehradun
Flood protection work from the iron bridge to Song bridge of Raipur Assembly constituency of District Dehradun
2026_IRDCE_95396_1
04/SE/2026-27
Open Tender
Civil Works
Item Rate
180 days
RAIPUR
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹7.8 L
Office of Superintending Engineer Irrigation Works
10 Aug 2026
13 May 2026
26 May 2026
13 May 2026
25 May 2026
14 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 4,250 | cum | - | - |
| 2 | Providing concrete for plain concrete in open foundations of Retaining wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 C.C. 1:3:6 | 3,390 | cum | - | - |
| 3 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry, In cement mortar (1:5) | 2,950 | cum | - | - |
| 4 | 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 | 10 | cum | - | - |
| 5 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 500 | cum | - | - |
| 6 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) | 550 | cum | - | - |
| 7 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 360 | Rm. | - | - |
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