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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹17.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.5 L+₹25,702.41 (1.49%)Admitted-Fee/PreQual/Technical/Finance | ₹17.5 L+₹25,702.41 (1.49%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹17.7 L+₹48,123.63 (2.79%)Admitted-Fee/PreQual/Technical/Finance | ₹17.7 L+₹48,123.63 (2.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹19.4 L+₹2.2 L (12.5%)Admitted-Fee/PreQual/Technical/Finance | ₹19.4 L+₹2.2 L (12.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹23.9 L+₹6.7 L (38.7%)Admitted-Fee/PreQual/Technical/Finance | ₹23.9 L+₹6.7 L (38.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Baluni Enterprises L1 | MITTAL AND MITTAL ENTERPRISES L2 | jitendar singh bisht L4 | MS YUVRAJ CONSTRUCTION L3 | Sai Construction L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using Gravel mix soil | 225 | cum | 533 ₹1,19,925 Lowest | 972 ₹2,18,700 | 1,000 ₹2,25,000 | 700 ₹1,57,500 | 1,250 ₹2,81,250 |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 168.75 | cum | 333 ₹56,193.75 Lowest | 1,486 ₹2,50,762.5 | 1,900 ₹3,20,625 | 1,200 ₹2,02,500 | 2,090 ₹3,52,687.5 |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 168.75 | cum | 733 ₹1,23,693.75 Lowest | 1,620 ₹2,73,375 | 1,900 ₹3,20,625 | 1,200 ₹2,02,500 | 2,090 ₹3,52,687.5 |
| 4.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,010 | sqm | 653 ₹13,12,530 | 450 ₹9,04,500 Lowest | 480 ₹9,64,800 | 560 ₹11,25,600 | 633 ₹12,72,330 |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-20 Nominal mix 1:2:4 | 24.39 | cum | 4,633 ₹1,12,998.87 | 4,252 ₹1,03,706.28 | 4,500 ₹1,09,755 | 3,500 ₹85,365 Lowest | 5,500 ₹1,34,145 |
Tender Value
₹25.8 L
EMD Value
₹61,000
Closing Date
18 Aug 2026, 3:00 pmClosed
Executive Engineer, Const. Div. PWD. Dehradun
Executive Engineer, Construction Divsion, PWD. Dehradun
Construction work of roads using interlocking tiles in Gayatri Vihar, Pitambarpur under Sahaspur Constituency of Dehradun district under the State Sector.
2026_pwd_98462_1
2830/18A (Nivida), Date 29-07-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Gayatri Vihar, Pitambarpur in SahaspurConstituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Cons.Div., PWD, Dehradun
₹61,000
8 Sept 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
18 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using Gravel mix soil | 225 | cum | - | - |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 168.75 | cum | - | - |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 168.75 | cum | - | - |
| 4 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,010 | sqm | - | - |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-20 Nominal mix 1:2:4 | 24.39 | cum | - | - |
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