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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
16 Mar 2026, 2:30 pmClosed
EE, PD, PWD, Haridwar
EE, PD, PWD, Devpura Haridwar
Road and drain construction work by interlocking tiles in internal streets of Kota Muradnagar in constituency Jwalapur Distt. Haridwar under State Sector
2026_pwd_92818_1
509/2A Dated 28.02.26
Open Tender
Civil Works - Roads
Item Rate
90 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE, PD, PWD, Haridwar (through E-Challan)
₹1.6 L
16 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
16 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 54.76 | Cum | - | - |
| 2 | Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008. | 313.88 | Cum | - | - |
| 3 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up theinterstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 407.82 | Cum | - | - |
| 4 | 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 theinterstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 407.82 | Cum | - | - |
| 5 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements havingthickness 80 mm as per drawings and Technical Specification Clause 1504. | 5,002.5 | Sqm | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203.Nominal mix (1:2:4) | 143 | Cum | - | - |
| 7 | 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 | 249 | Cum | - | - |
| 8 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203.Nominal mix (1:3:6) | 166.75 | Cum | - | - |
| 9 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 249 | Cum | - | - |
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