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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹51.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹53.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹53.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹58.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹58.2 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹58.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹58.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹58.6 LAdmitted-Fee/PreQual/Technical/Finance LAXMI ENCLAVE LANE NO 1 BANJARA WALA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹58.6 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DERAJ SINGH RAWAT L2 | TRIVENDRA KUMAR L1 | Teg Singh Negi L8 | Rama Gupta Constructions L10 | MS JAISWAL CONSTRUCTION L11 | NR CONSTRUCTION L13 | SHREE JI INFRAVENTURES L7 | Rajesh Kumar Contractor L12 | RAJENDRA CONSTRUCTION L4 | kaleem Ahmad L6 | SHIVA CONSTRUCTION L5 | Nitin Chand Barthwal L9 | Jwalpa Associates L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||||||||||
| 1.01 | 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 | 510.94 | cum | 250 ₹1,27,735 | 200 ₹1,02,188 | 305.4 ₹1,56,041.08 | 240 ₹1,22,625.6 | 170 ₹86,859.8 | 150 ₹76,641 | 364 ₹1,85,982.16 | 111.11 ₹56,770.54 | 50 ₹25,547 Lowest | 100 ₹51,094 | 150 ₹76,641 | 381 ₹1,94,668.14 | 230 ₹1,17,516.2 |
| 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) | 834.38 | cum | 1,050 ₹8,76,099 | 500 ₹4,17,190 Lowest | 1,221 ₹10,18,777.98 | 1,200 ₹10,01,256 | 1,350 ₹11,26,413 | 1,439 ₹12,00,672.82 | 1,371 ₹11,43,934.98 | 1,411.11 ₹11,77,401.96 | 800 ₹6,67,504 | 500 ₹4,17,190 Lowest | 800 ₹6,67,504 | 1,238.5 ₹10,33,379.63 | 900 ₹7,50,942 |
| 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) | 417.19 | cum | 1,600 ₹6,67,504 | 1,300 ₹5,42,347 | 1,814.1 ₹7,56,824.38 | 2,300 ₹9,59,537 | 2,550 ₹10,63,834.5 | 2,701 ₹11,26,830.19 | 1,000 ₹4,17,190 Lowest | 1,911.11 ₹7,97,295.98 | 2,000 ₹8,34,380 | 1,600 ₹6,67,504 | 1,420 ₹5,92,409.8 | 1,891 ₹7,88,906.29 | 1,500 ₹6,25,785 |
| 1.04 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 5,127.5 | sqm | 455 ₹23,33,012.5 | 510 ₹26,15,025 | 530.1 ₹27,18,087.75 | 560 ₹28,71,400 | 130 ₹6,66,575 Lowest | 656 ₹33,63,640 | 500 ₹25,63,750 | 551.11 ₹28,25,816.53 | 500 ₹25,63,750 | 625 ₹32,04,687.5 | 600 ₹30,76,500 | 556 ₹28,50,890 | 520 ₹26,66,300 |
| 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) | 53.77 | cum | 3,500 ₹1,88,195 Lowest | 3,800 ₹2,04,326 | 5,257 ₹2,82,668.89 | 5,700 ₹3,06,489 | 5,000 ₹2,68,850 | 6,122 ₹3,29,179.94 | 5,829 ₹3,13,425.33 | 5,111.11 ₹2,74,824.38 | 5,500 ₹2,95,735 | 5,000 ₹2,68,850 | 4,000 ₹2,15,080 | 4,836.38 ₹2,60,052.15 | 4,700 ₹2,52,719 |
| 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 | 1,305 | sqm | 50 ₹65,250 Lowest | 50 ₹65,250 Lowest | 62.2 ₹81,171 | 50 ₹65,250 Lowest | 1,290 ₹16,83,450 | 79 ₹1,03,095 | 76 ₹99,180 | 111.11 ₹1,44,998.55 | 50 ₹65,250 Lowest | 50 ₹65,250 Lowest | 60 ₹78,300 | 79.3 ₹1,03,486.5 | 65 ₹84,825 |
| 2.00DRAIN WORK | ||||||||||||||||
| 2.01 | 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 | 285 | cum | 250 ₹71,250 | 200 ₹57,000 | 305.6 ₹87,096 | 240 ₹68,400 | 200 ₹57,000 | 185 ₹52,725 | 364 ₹1,03,740 | 111.11 ₹31,666.35 | 50 ₹14,250 Lowest | 200 ₹57,000 | 150 ₹42,750 | 325 ₹92,625 | 230 ₹65,550 |
| 2.02 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | 103.5 | cum | 3,500 ₹3,62,250 Lowest | 5,000 ₹5,17,500 | 5,452 ₹5,64,282 | 5,800 ₹6,00,300 | 6,800 ₹7,03,800 | 5,777 ₹5,97,919.5 | 5,500 ₹5,69,250 | 5,500.11 ₹5,69,261.39 | 5,000 ₹5,17,500 | 5,500 ₹5,69,250 | 4,400 ₹4,55,400 | 5,777 ₹5,97,919.5 | 4,700 ₹4,86,450 |
Tender Value
₹92.9 L
EMD Value
₹1.9 L
Closing Date
30 Apr 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Rishikesh
Executive Engineer, Temp. Div. PWD Rishikesh
Construction work of interlocking tiles in Lakshmipuram and Prayag Enclave in Ward 99 of Doiwala Constituency of Dehradun district under State Sector.
2026_pwd_94302_1
842/Nivida, Date 31.03.2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Lakshmipuram and Prayag Enclave in ward no. 99
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div. PWD Rishikesh
₹1.9 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 |
|---|---|---|---|---|---|
| - | ROAD WORK | - | - | - | - |
| - | 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 | - | - |
| - | 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 | - | - |
| - | DRAIN WORK | - | - | - | - |
| - | 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 | - | - |
| - | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | - | cum | - | - |
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