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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance VILLAGE BHAMNA KAHANGARH ROAD SAMANA DISTT PATIALA | SAMANA | PATIALA | PUNJAB | -42.55% | ₹5.2 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 LAdmitted-Finance | -42.00% | ₹5.2 L | L2 | Admitted-Finance |
| 3 | L3₹6.3 LAdmitted-Finance | -30.10% | ₹6.3 L | L3 | Admitted-Finance |
| 4 | L4₹7.6 LAdmitted-Finance | -16.00% | ₹7.6 L | L4 | Admitted-Finance |
| 5 | L5₹7.6 LAdmitted-Finance | -15.15% | ₹7.6 L | L5 | Admitted-Finance |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
23 Jan 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of Road from Dhoon Bridge to HO Shiv Dass Kangrail and other allied Links. (Length 3.50 km) (Under Capex Budget)
2026_PWDJK_300491_2
short Enit-69 of 2025-26 dated 12-01-2026
Open Tender
Civil Works
20 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹18,000
2 Feb 2026
13 Jan 2026
24 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All kinds of soil : @ 90%
Ordinary Rock @ 10%
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: All kinds of soil :
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe
In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m
Providing and laying water bound macadam with specified stone aggregates , stone screening and binding material including sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity with Base course 63 mm to 45 mm size including stone screening 13.20 mm size hand broken ( finished work including labour and material)
Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.
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