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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹48.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹52.9 L+₹4.0 L (8.13%)Admitted-Fee/PreQual/Technical/Finance | ₹52.9 L+₹4.0 L (8.13%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹53.4 L+₹4.4 L (9.07%)Admitted-Fee/PreQual/Technical/Finance | ₹53.4 L+₹4.4 L (9.07%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹56.4 L+₹7.5 L (15.3%)Admitted-Fee/PreQual/Technical/Finance | ₹56.4 L+₹7.5 L (15.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹56.8 L+₹7.8 L (16.0%)Admitted-Fee/PreQual/Technical/Finance GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | ₹56.8 L+₹7.8 L (16.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S ANIL GUSAIN L9 | MUKESH TOMAR L10 | Shoorbir Singh Chauhan L2 | DAYA NAND JOSHI L4 | KUNDAN SINGH L1 | SHREE JI INFRAVENTURES L8 | MS YUVRAJ CONSTRUCTION L3 | Dharmendra Mamgain L7 | M/S RAKESH KUMAR L6 | Ramesh Singh Rawat 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 | 654.39 | Cum | 1,100 ₹7,19,829 | 1,100 ₹7,19,829 | 980.86 ₹6,41,864.98 | 850 ₹5,56,231.5 | 800 ₹5,23,512 | 1,371 ₹8,97,168.69 | 700 ₹4,58,073 Lowest | 1,215.97 ₹7,95,718.61 | 900 ₹5,88,951 | 1,000 ₹6,54,390 |
| 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. | 490.78 | Cum | 1,500 ₹7,36,170 | 2,000 ₹9,81,560 | 1,499.12 ₹7,35,738.11 | 1,210 ₹5,93,843.8 | 1,075 ₹5,27,588.5 | 1,500 ₹7,36,170 | 1,000 ₹4,90,780 Lowest | 1,648.09 ₹8,08,849.61 | 1,670 ₹8,19,602.6 | 1,400 ₹6,87,092 |
| 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. | 490.78 | Cum | 1,600 ₹7,85,248 | 2,100 ₹10,30,638 | 1,616.22 ₹7,93,208.45 | 1,300 ₹6,38,014 | 1,080 ₹5,30,042.4 Lowest | 1,500 ₹7,36,170 | 1,100 ₹5,39,858 | 1,776.61 ₹8,71,924.66 | 1,750 ₹8,58,865 | 1,400 ₹6,87,092 |
| 4.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 6,020.25 | Sqm | 550 ₹33,11,137.5 | 500 ₹30,10,125 | 451.57 ₹27,18,564.29 Lowest | 570 ₹34,31,542.5 | 500 ₹30,10,125 | 500 ₹30,10,125 | 570 ₹34,31,542.5 | 496.48 ₹29,88,933.72 | 500 ₹30,10,125 | 550 ₹33,11,137.5 |
| 5.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 630.45 | Cum | 299 ₹1,88,504.55 | 300 ₹1,89,135 | 270.71 ₹1,70,669.12 | 270 ₹1,70,221.5 | 210 ₹1,32,394.5 | 379 ₹2,38,940.55 | 260 ₹1,63,917 | 297.62 ₹1,87,634.53 | 400 ₹2,52,180 | 195 ₹1,22,937.75 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 | 53.67 | Cum | 5,500 ₹2,95,185 | 4,700 ₹2,52,249 | 4,290.95 ₹2,30,295.29 | 4,700 ₹2,52,249 | 3,150 ₹1,69,060.5 Lowest | 5,997 ₹3,21,858.99 | 4,700 ₹2,52,249 | 5,346.6 ₹2,86,952.02 | 4,800 ₹2,57,616 | 4,000 ₹2,14,680 |
Tender Value
₹91.6 L
EMD Value
₹1.9 L
Closing Date
14 Jul 2026, 3:00 pmClosed
Executive Engineer, Const. Div. PWD. Dehradun
Executive Engineer, Construction Division PWD. Dehradun
Construction of road through C.C. (Cement Concrete) tiles on the internal roads of Panchavati Colony in Ward 93 of Sahaspur Constituency, Dehradun District, under the State Sector.
2026_pwd_97062_1
2351/18A (Nivida), Date 25-06-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Panchavati Colony in Ward 93
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Cons.Div., PWD, Dehradun
₹1.9 L
13 Aug 2026
30 Jun 2026
14 Jul 2026
30 Jun 2026
14 Jul 2026
6 Jul 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 | 654.39 | 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. | 490.78 | 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. | 490.78 | Cum | - | - |
| 4 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 6,020.25 | Sqm | - | - |
| 5 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 630.45 | Cum | - | - |
| 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 | 53.67 | Cum | - | - |
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