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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹73.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹73.6 L+₹21,491.20 (0.29%)Admitted-Fee/PreQual/Technical/Finance | ₹73.6 L+₹21,491.20 (0.29%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹74.1 L+₹79,066.70 (1.08%)Admitted-Fee/PreQual/Technical/Finance | ₹74.1 L+₹79,066.70 (1.08%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹75.0 L+₹1.7 L (2.26%)Admitted-Fee/PreQual/Technical/Finance | ₹75.0 L+₹1.7 L (2.26%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹75.8 L+₹2.5 L (3.39%)Admitted-Fee/PreQual/Technical/Finance | ₹75.8 L+₹2.5 L (3.39%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | TRIVENDRA KUMAR L2 | Baluni Enterprises L6 | M/S RAKESH KUMAR L3 | DAYA NAND JOSHI L1 | SHREE JI INFRAVENTURES L5 | jitendar singh bisht L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadway in soil using manual means for carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 729.01 | cum | 100 ₹72,901 | 182.6 ₹1,33,117.23 | 350 ₹2,55,153.5 | 80 ₹58,320.8 Lowest | 174 ₹1,26,847.74 | 150 ₹1,09,351.5 |
| 2.00 | 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 | 428 | cum | 600 ₹2,56,800 | 433 ₹1,85,324 Lowest | 1,000 ₹4,28,000 | 500 ₹2,14,000 | 1,370 ₹5,86,360 | 1,000 ₹4,28,000 |
| 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 2 as per Technical Specification Clause 405. | 312 | cum | 1,200 ₹3,74,400 | 333 ₹1,03,896 Lowest | 1,100 ₹3,43,200 | 1,000 ₹3,12,000 | 1,000 ₹3,12,000 | 1,900 ₹5,92,800 |
| 4.00 | 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. | 312 | cum | 1,200 ₹3,74,400 | 333 ₹1,03,896 Lowest | 1,300 ₹4,05,600 | 1,000 ₹3,12,000 | 1,000 ₹3,12,000 | 1,900 ₹5,92,800 |
| 5.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 10,564.85 | sqm | 540 ₹57,05,019 | 662.9 ₹70,03,439.07 | 500 ₹52,82,425 | 540 ₹57,05,019 | 500 ₹52,82,425 | 480 ₹50,71,128 Lowest |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 CC M-20 | 113.24 | cum | 3,700 ₹4,18,988 Lowest | 5,100 ₹5,77,524 | 4,000 ₹4,52,960 | 4,300 ₹4,86,932 | 5,997 ₹6,79,100.28 | 4,500 ₹5,09,580 |
| 7.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 61.83 | cum | 2,500 ₹1,54,575 Lowest | 4,600 ₹2,84,418 | 4,000 ₹2,47,320 | 4,000 ₹2,47,320 | 4,618 ₹2,85,530.94 | 3,200 ₹1,97,856 |
Tender Value
₹1.0 Cr
EMD Value
₹2.4 L
Closing Date
18 Aug 2026, 3:00 pmClosed
Executive Engineer, Const. Div. PWD. Dehradun
Executive Engineer, Construction Division PWD. Dehradun
Construction work of internal roads using CC interlocking tiles in Raghav Vihar, Mahima Enclave under Ward 92 in Sahaspur Constituency of Dehradun District under the State Sector.
2026_pwd_98489_1
2830/18A (Nivida), Date 29-07-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Raghav Vihar, Mahima Enclave, Ward 92 in Sahaspur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Const. Div. PWD. Dehradun
₹2.4 L
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 | Excavation for roadway in soil using manual means for carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 729.01 | cum | - | - |
| 2 | 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 | 428 | 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 2 as per Technical Specification Clause 405. | 312 | cum | - | - |
| 4 | 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. | 312 | cum | - | - |
| 5 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 10,564.85 | sqm | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 CC M-20 | 113.24 | cum | - | - |
| 7 | Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 61.83 | cum | - | - |
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