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Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
2 Oct 2026, 5:00 pm6d left
Executive Engineer
Executive Engineer Office of EE, CD, PWD Laksar
Protective and reconstruction work on the damaged section at the 1st kilometer of the Kuankheda motor road branching off from the Solani River bridge on the Roorkee-Laksar road in the Khanpur Assembly constituency of Haridwar district under the SRMD
2026_pwd_100318_1
Vide Letter No. 1459/6A(Nivida) Dated 14.09.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Khanpur
Protective and reconstruction work on the damaged section at the 1st kilometer of the Kuankheda motor road branching off from the Solani River bridge on the Roorkee-Laksar road in the Khanpur Assembly constituency of Haridwar district under the SRMD
2 documents required · 2 mandatory
₹4,720
EE CD PWD Laksar (through E-Challan)
₹1.7 L
18 Sept 2026
18 Sept 2026
3 Oct 2026
18 Sept 2026
2 Oct 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 756 | Cum | - | - |
| 2 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 140 | Nos. | - | - |
| 3 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. | 18,900 | Bag | - | - |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits
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 | 5,040 | Cum | - | - |
| 5 | By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification Clause
401 | 126 | Cum | - | - |
| 6 | 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. | 63 | Cum | - | - |
| 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. | 63 | Cum | - | - |
| 8 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 756 | Sqm | - | - |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) | 84 | Cum | - | - |
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