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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.0 L+₹28,040.02 (10.3%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.2 L+₹48,000.03 (17.6%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
6 Mar 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Construction of P/Wall near Advocated Farooq and Akbar on road main road to H/O Kaif Kanuiyan RD 400-450,Tehsil Haveli,District Poonch
2026_PWDJK_304654_5
e-NIT No.129/2025-26 dated 25-02-2026
Open Tender
Civil Works
Percentage
45 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹8,000
Yes
12 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 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, 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 :
Dumping stone including cost of stones. On Horizontal on level.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.Nallah
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Back Filling behind abutment Return Wall using 60% Stone & 40% Soil
Carriage of material by M.T incl loading/unloading & stacking complete
Sand/Stone agg. below 40 mm nominal size avg. lead 11 Km by MT
Stone avg. Lead 06 Km by MT
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