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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance | ₹3.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.6 LAccepted-Finance | ₹3.6 L | L2 | Accepted-Finance L2 |
| 3 | L3₹3.6 LAccepted-Finance | ₹3.6 L | L3 | Accepted-Finance L3 |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
23 Mar 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
Bhatta to Nallah road (Under UT Capex Permanent Restoration) 2nd call
2026_PWDJK_306011_2
ENIT 165 of 2025-26 dated 12.03.2026
Open Tender
Civil Works
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Udhampur
₹9,800
25 Mar 2026
12 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
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, esspits 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 kind of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. With 20% plums
Dry Random Rubble masonary with hard stone in foundation and plinth using Nallah stone without bond stone.
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete
Dumpimg stone including cost of stones. in Horizontal on level
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)
Carriage of material by mechanical transportation.
Sand av lead of 50 km
Stone agg below 40mm nominal size av lead 10 km
Stone agg above 40mm nominal size av lead 10 km
Stone av lead 5 km
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