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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹24.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹25.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹26.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹26.7 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹28.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹28.1 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹28.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹28.4 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHURVEER SINGH L9 | RAMESH SINGH TOMAR L11 | MATBAR SINGH L12 | Dalbir Singh Chauhan L6 | TRIVENDRA KUMAR L3 | M/S KISHAN DUTT SHARMA L5 | SHREE JI INFRAVENTURES L7 | M/S NITIN GARG L4 | PRIYAL CONSTRUCTION L13 | SHAMSHER SINGH TOMAR L2 | YAMEEN L1 | JAGAT SINGH L10 | M/S V S CONSTRUCTION L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 215 | Cum | 1,087.5 ₹2,33,812.5 | 1,181 ₹2,53,915 | 800 ₹1,72,000 | 1,008 ₹2,16,720 | 500 ₹1,07,500 Lowest | 1,079 ₹2,31,985 | 1,370 ₹2,94,550 | 800 ₹1,72,000 | 1,224.34 ₹2,63,233.1 | 800 ₹1,72,000 | 907 ₹1,95,005 | 1,100 ₹2,36,500 | 800 ₹1,72,000 |
| 2.00 | WBM Grading 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. By Mechanical Means | 161.25 | Cum | 1,662 ₹2,67,997.5 | 1,805 ₹2,91,056.25 | 1,400 ₹2,25,750 | 1,540 ₹2,48,325 | 1,200 ₹1,93,500 | 1,753 ₹2,82,671.25 | 1,500 ₹2,41,875 | 1,200 ₹1,93,500 | 1,871.19 ₹3,01,729.39 | 500 ₹80,625 Lowest | 1,386.63 ₹2,23,594.09 | 1,700 ₹2,74,125 | 1,100 ₹1,77,375 |
| 3.00 | WBM Grading 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. By Mechanical Means | 148.35 | Cum | 1,791 ₹2,65,694.85 | 1,946 ₹2,88,689.1 | 1,600 ₹2,37,360 | 1,661 ₹2,46,409.35 | 1,200 ₹1,78,020 | 1,900 ₹2,81,865 | 1,500 ₹2,22,525 | 1,700 ₹2,52,195 | 2,017.22 ₹2,99,254.59 | 500 ₹74,175 Lowest | 1,495.11 ₹2,21,799.57 | 1,650 ₹2,44,777.5 | 1,200 ₹1,78,020 |
| 4.00 | Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 3,588 | Sqm | 498 ₹17,86,824 | 540 ₹19,37,520 | 600 ₹21,52,800 | 494 ₹17,72,472 | 540 ₹19,37,520 | 460 ₹16,50,480 | 450 ₹16,14,600 | 510 ₹18,29,880 | 650 ₹23,32,200 | 527 ₹18,90,876 | 415.61 ₹14,91,208.68 Lowest | 500 ₹17,94,000 | 550 ₹19,73,400 |
| 5.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 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 | 52.5 | Cum | 3,635 ₹1,90,837.5 | 3,948 ₹2,07,270 | 5,200 ₹2,73,000 | 3,370 ₹1,76,925 | 1,800 ₹94,500 Lowest | 3,580 ₹1,87,950 | 4,583 ₹2,40,607.5 | 3,400 ₹1,78,500 | 4,092.84 ₹2,14,874.1 | 2,700 ₹1,41,750 | 3,033.51 ₹1,59,259.28 | 3,800 ₹1,99,500 | 4,000 ₹2,10,000 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 46.8 | Cum | 4,669 ₹2,18,509.2 | 5,071 ₹2,37,322.8 | 6,200 ₹2,90,160 | 4,328 ₹2,02,550.4 | 3,500 ₹1,63,800 Lowest | 4,431 ₹2,07,370.8 | 5,887 ₹2,75,511.6 | 3,900 ₹1,82,520 | 5,246.2 ₹2,45,522.16 | 3,800 ₹1,77,840 | 3,896.4 ₹1,82,351.52 | 5,600 ₹2,62,080 | 4,500 ₹2,10,600 |
Tender Value
Refer Docs
EMD Value
₹93,000
Closing Date
2 Mar 2026, 3:00 pmClosed
Executive Engineer, Const. Div. PWD. Dehradun
Executive Engineer, Construction Division, PWD, Dehradun
Construction of interlocking tiles road near Heritage in Babugarh, near Tyagi Farm and near Mangalam Farm in Herbertpur in Vikasnagar Constituency of Dehradun district under State Sector.
2026_pwd_92054_1
549/18A(Nivida), Date 05.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Vikasnagar Constituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer, Const. Div. PWD. Dehradun
₹93,000
2 Mar 2026
16 Feb 2026
2 Mar 2026
16 Feb 2026
2 Mar 2026
21 Feb 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 | 215 | Cum | - | - |
| 2 | WBM Grading 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. By Mechanical Means | 161.25 | Cum | - | - |
| 3 | WBM Grading 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. By Mechanical Means | 148.35 | Cum | - | - |
| 4 | Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 3,588 | Sqm | - | - |
| 5 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 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 | 52.5 | Cum | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 46.8 | Cum | - | - |
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