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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance REDDI CHOWKIBAL KUPWARA KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | 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
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
22 Apr 2026, 4:00 pmClosed
Executive Engineer RnB Handwara
Executive Engineer RnB Handwara
Construction /upgradation of Shodpora to Gujjarpati Via Gujjar daji Nagri Malpora under NABARD RIDF-XXXI
2026_PWDJK_307687_1
NIT NO 02 2026-27
Open Tender
Civil Works
Percentage
547 days
Handwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Executive Engineer RnB Handwara
₹2.7 L
Yes
23 Apr 2026
11 Apr 2026
23 Apr 2026
11 Apr 2026
22 Apr 2026
11 Apr 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 | Felling of Trees | - | - | - | - |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. | - | Nos | - | - |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 4 | Earth Work | - | - | - | - |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides
and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
2.9.1 All kinds of soil | - | Cum | - | - |
| 6 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil : | - | sqm | - | - |
| 7 | Pavement | - | - | - | - |
| 8 | Providing and Laying of RBM with Maximum Size of 75-90 mm including sorting, spreading in uniform layers on existing surface and consolidation with vibratory roller of 08-10 ton capacity to required camber and grade including cost and carriages of all materials involved with loading and unloading all complete. | - | Cum | - | - |
| 9 | Providing and Laying of WBM GII with sp. Stone aggregate of 63-45 mm size incl. stone screenings of size 13.20 mm and binding material (dust/morum) incl. stacking, sorting, spreading to template, watering and consolidation with PRR of 08-10 Ton capacity incl. cost and carriages of all materials/ equipments with loading and unloading all complete. | - | Cum | - | - |
| 10 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 75mm thick (avg.). | - | Cum | - | - |
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