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Tender Value
₹3.2 L
EMD Value
₹6,500
Closing Date
5 Sept 2026, 11:00 amClosed
EE MANDI-II,HPPWD MANDI
EE
Restoration of rain damages on Nerchowk Pandoh bypass road (Section of NH-21) km. 198/145 to 203/500. (SH- Construction of damaged part of slab culvert at Rd 202/250).
2026_PWD_142172_20
MDII
Open Tender
Civil Works
Percentage
30 days
EE MANDI-II, HPPWD MANDI
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
Yes
₹6,500
Yes
10 Sept 2026
27 Aug 2026
5 Sept 2026
27 Aug 2026
5 Sept 2026
27 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts, carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 10.8 | Per cubic metre | 582.35 | ₹6,289.38 |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge. | 1.8 | Per cubic metre | 2,179.35 | ₹3,922.83 |
| 3 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge. | 5.4 | Per cubic metre | 1,508 | ₹8,143.2 |
| 4 | Providing and laying concrete Mechanically mixed and vibrated mix 1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge. | 0.84 | Per cubic metre | 5,304.9 | ₹4,456.12 |
| 5 | Providing concrete for plain/reinforced concrete Grade-M-20 nominal mix 1:2:4 (one cement : two sand : four graded,crushed stone aggregate 40mm (forty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 34.65 | Per cubic metre | 7,017.3 | ₹2,43,149.45 |
| 6 | Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5. Reinforced cement concrete M-25 (1:1.5:3) (one cement : one and half sand : three graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) upto any height including curing and form work complete within all leads, lifts carriage of material and other incidentials complete in all respect as per direction of Engineer-in-Charge. | 2 | Per cubic metre | 8,811.9 | ₹17,623.8 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 complete within all leads, lifts carriage of material and other incidentials complete in all respect as per direction of Engineer-in-Charge. | 0.24 | Per tonne | 86,683.85 | ₹20,804.12 |
| 8 | Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 20 | Each | 342.6 | ₹6,852 |
| 9 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 8.64 | Per cubic metre | 1,453.2 | ₹12,555.65 |
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