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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹46.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹48.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹48.9 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹53.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹53.3 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹56.8 LAdmitted-Fee/PreQual/Technical/Finance LAXMI ENCLAVE LANE NO 1 BANJARA WALA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹56.8 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹56.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹56.9 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DERAJ SINGH RAWAT L2 | TRIVENDRA KUMAR L1 | Teg Singh Negi L6 | Rama Gupta Constructions L9 | kaleem Ahmad L3 | SHREE JI INFRAVENTURES L5 | Jwalpa Associates L10 | SHIVA CONSTRUCTION L4 | NR CONSTRUCTION L11 | MS JAISWAL CONSTRUCTION L8 | Nitin Chand Barthwal L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1,443.75 | cum | 20 ₹28,875 Lowest | 30 ₹43,312.5 | 37.5 ₹54,140.63 | 40 ₹57,750 | 25 ₹36,093.75 | 39 ₹56,306.25 | 38 ₹54,862.5 | 40.3 ₹58,183.13 | 20 ₹28,875 Lowest | 200 ₹2,88,750 | 40.3 ₹58,183.13 |
| 1.02 | 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 naturally occuring gravel) | 1,025.08 | cum | 1,050 ₹10,76,334 | 500 ₹5,12,540 Lowest | 1,152 ₹11,80,892.16 | 1,250 ₹12,81,350 | 500 ₹5,12,540 Lowest | 1,374 ₹14,08,459.92 | 1,350 ₹13,83,858 | 800 ₹8,20,064 | 1,400 ₹14,35,112 | 1,100 ₹11,27,588 | 1,008 ₹10,33,280.64 |
| 1.03 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.3 (By Mechanical Means) | 499.23 | cum | 1,450 ₹7,23,883.5 | 1,300 ₹6,48,999 Lowest | 1,877 ₹9,37,054.71 | 2,400 ₹11,98,152 | 1,300 ₹6,48,999 Lowest | 1,500 ₹7,48,845 | 2,250 ₹11,23,267.5 | 1,400 ₹6,98,922 | 2,370 ₹11,83,175.1 | 2,200 ₹10,98,306 | 1,664 ₹8,30,718.72 |
| 1.04 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 6,212.5 | sqm | 455 ₹28,26,687.5 Lowest | 510 ₹31,68,375 | 515 ₹31,99,437.5 | 560 ₹34,79,000 | 625 ₹38,82,812.5 | 500 ₹31,06,250 | 640 ₹39,76,000 | 600 ₹37,27,500 | 656 ₹40,75,400 | 525 ₹32,61,562.5 | 566 ₹35,16,275 |
| 1.05 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 Nominal mix (1:2:4) | 44.38 | cum | 3,500 ₹1,55,330 Lowest | 4,000 ₹1,77,520 | 5,027 ₹2,23,098.26 | 5,850 ₹2,59,623 | 4,000 ₹1,77,520 | 5,829 ₹2,58,691.02 | 5,950 ₹2,64,061 | 6,000 ₹2,66,280 | 5,900 ₹2,61,842 | 4,800 ₹2,13,024 | 4,521 ₹2,00,641.98 |
| 1.06 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,500 | sqm | 50 ₹75,000 | 50 ₹75,000 | 67.7 ₹1,01,550 | 50 ₹75,000 | 50 ₹75,000 | 76 ₹1,14,000 | 75 ₹1,12,500 | 70 ₹1,05,000 | 30 ₹45,000 | 14.4 ₹21,600 Lowest | 52 ₹78,000 |
Tender Value
₹84.9 L
EMD Value
₹1.7 L
Closing Date
30 Apr 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Rishikesh
Executive Engineer, Temp. Div. PWD Rishikesh
Construction work by interlocking tiles in internal roads like Nageshwar Puram, Chitra Vihar etc. in Nakraunda under Doiwala constituency of Dehradun district under State Sector.
2026_pwd_94313_1
842/Nivida, Date 31.03.2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Nakraunda under Doiwala constituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div. PWD Rishikesh
₹1.7 L
4 May 2026
16 Apr 2026
30 Apr 2026
16 Apr 2026
30 Apr 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| - | 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 naturally occuring gravel) | - | cum | - | - |
| - | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.3 (By Mechanical Means) | - | cum | - | - |
| - | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | - | sqm | - | - |
| - | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 Nominal mix (1:2:4) | - | cum | - | - |
| - | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | sqm | - | - |
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