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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹91,427.41 (0.27%)Admitted-Finance BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | ₹3.4 Cr+₹91,427.41 (0.27%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹1.2 L (0.35%)Admitted-Finance 1 2 | ₹3.4 Cr+₹1.2 L (0.35%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | SANGAM CONSTRUCTION L2 | M/S PRATAP SINGH RAWAT L1 | Shiv Pratap Singh Pundir L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 4,552.92 | CUM | 380 ₹17,30,109.6 | 366 ₹16,66,368.72 Lowest | 381 ₹17,34,662.52 |
| 2.00 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 1,138.23 | CUM | 158 ₹1,79,840.34 | 155 ₹1,76,425.65 Lowest | 158 ₹1,79,840.34 |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 2,592.93 | CUM | 5,593 ₹1,45,02,257.49 | 5,590 ₹1,44,94,478.7 Lowest | 5,595 ₹1,45,07,443.35 |
| 4.00 | 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) | 3,950.97 | CUM | 4,135 ₹1,63,37,260.95 | 4,130 ₹1,63,17,506.1 Lowest | 4,137 ₹1,63,45,162.89 |
| 5.00 | 50 mm thick c.c 1:2:4 in top of wall i/c of all materials,labours and T&P etc. | 549 | SQM | 306 ₹1,67,994 Lowest | 306 ₹1,67,994 Lowest | 306 ₹1,67,994 Lowest |
| 6.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,830 | SQM | 77 ₹1,40,910 Lowest | 77 ₹1,40,910 Lowest | 77 ₹1,40,910 Lowest |
| 7.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 1,417.96 | CUM | 160 ₹2,26,873.6 Lowest | 165 ₹2,33,963.4 | 166 ₹2,35,381.36 |
| 8.00 | 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 | 1,034 | Rmt. | 152 ₹1,57,168 | 150 ₹1,55,100 Lowest | 152 ₹1,57,168 |
| 9.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections. | 4,683.98 | CUM | 37 ₹1,73,307.26 Lowest | 37 ₹1,73,307.26 Lowest | 37 ₹1,73,307.26 Lowest |
| 10.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 880 | Hrs. | 197 ₹1,73,360 | 195 ₹1,71,600 Lowest | 197 ₹1,73,360 |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
8 Jun 2026, 5:00 pmClosed
Office of SE Project Circle Dehradun
Office of SE Project Circle Dehradun
Flood protection works at various places on the Dulhani river in Doiwala assembly constituency of Ddun Dist under S.D.M.F. Such as Nirmal colony Vanasthalipuram and Delhi Farm Laxman Siddh colony Nakronda Road Vivek vihar and Vayu vihar DDun
2026_IRDCE_95705_1
01/SE/26-27
Open Tender
Civil Works
Item Rate
180 days
Dulhani river in Doiwala Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Office of EE Investigation and Planning Division
₹8.0 L
Office of SE Project Circle Dehradun
22 Jun 2026
21 May 2026
9 Jun 2026
21 May 2026
8 Jun 2026
23 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 4,552.92 | CUM | - | - |
| - | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 1,138.23 | CUM | - | - |
| - | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 2,592.93 | CUM | - | - |
| - | 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) | 3,950.97 | CUM | - | - |
| - | 50 mm thick c.c 1:2:4 in top of wall i/c of all materials,labours and T&P etc. | 549 | SQM | - | - |
| - | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,830 | SQM | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 1,417.96 | CUM | - | - |
| - | 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 | 1,034 | Rmt. | - | - |
| - | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections. | 4,683.98 | CUM | - | - |
| - | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 880 | Hrs. | - | - |
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