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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.3 LAdmitted-Fee/PreQual/Technical/Finance NA | NA | NA | 121004 | ₹16.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹17.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹17.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹17.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹17.1 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹18.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹18.8 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Daye Singh Chauhan L5 | Ayush Construction / Ayush Mamgain L1 | SANDEEP KUMAR GAUR L2 | M/s Shamim And Sons L3 | MANOJ RANA L4 |
|---|---|---|---|---|---|---|---|---|
| 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 naturally occuring gravel | 165.75 | Cum. | 1,160 ₹1,92,270 | 991 ₹1,64,258.25 | 900 ₹1,49,175 | 300 ₹49,725 Lowest | 722 ₹1,19,671.5 |
| 2.00 | 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 | 48.36 | Cum. | 317 ₹15,330.12 | 272 ₹13,153.92 | 250 ₹12,090 | 150 ₹7,254 Lowest | 290 ₹14,024.4 |
| 3.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 47.74 | Cum. | 32 ₹1,527.68 | 267 ₹12,746.58 | 250 ₹11,935 | 100 ₹4,774 | 1 ₹47.74 Lowest |
| 4.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1;2;4) | 17.11 | Cum. | 5,711 ₹97,715.21 | 5,185 ₹88,715.35 | 3,500 ₹59,885 | 3,000 ₹51,330 Lowest | 6,000 ₹1,02,660 |
| 5.00 | Interlocking Concrete Block Pavement 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,945.8 | sqm | 575 ₹11,18,835 | 455 ₹8,85,339 Lowest | 550 ₹10,70,190 | 640 ₹12,45,312 | 610 ₹11,86,938 |
| 6.00 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.35 | sqm | 4,240 ₹5,724 | 3,055 ₹4,124.25 | 2,500 ₹3,375 Lowest | 4,400 ₹5,940 | 4,000 ₹5,400 |
| 7.00 | 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. | 124.32 | Cum. | 1,897 ₹2,35,835.04 | 1,817 ₹2,25,889.44 | 1,300 ₹1,61,616 | 1,800 ₹2,23,776 | 1,186 ₹1,47,443.52 Lowest |
| 8.00 | 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 3 as per Technical Specification Clause 405. | 124.32 | Cum. | 1,716 ₹2,13,333.12 | 1,699 ₹2,11,219.68 | 1,300 ₹1,61,616 | 1,000 ₹1,24,320 Lowest | 1,100 ₹1,36,752 |
Tender Value
Refer Docs
EMD Value
₹53,000
Closing Date
10 Aug 2026, 3:00 pmClosed
Executive Engineer PD PWD Dehradun
Office of Executive Engineer PD PWD Dehradun
Under State Sector C/O Interlocking Tiles Road From Jyoti Chaudhary House To Main Road In Village Rajawala Under The Assembly Constituency Sahaspur of Dehradun District. At Sahaspur, Distt. Dehradun
2026_pwd_97861_1
2102/Nivida Dt. 14.07.2026
Open Tender
Civil Works
Item Rate
90 days
Sahaspur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Executive Engineer
₹53,000
17 Aug 2026
20 Jul 2026
10 Aug 2026
21 Jul 2026
10 Aug 2026
22 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 naturally occuring gravel | - | Cum. | - | - |
| 2 | 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 | 1 | Cum. | - | - |
| 3 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | Cum. | - | - |
| 4 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1;2;4) | 1 | Cum. | - | - |
| 5 | Interlocking Concrete Block Pavement 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1 | sqm | - | - |
| 6 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | - | sqm | - | - |
| 7 | 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. | 1 | Cum. | - | - |
| 8 | 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 3 as per Technical Specification Clause 405. | 1 | Cum. | - | - |
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