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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹67,693.00Admitted-Finance NA | -31.00% | ₹67,693.00 | L1 | Admitted-Finance |
| 2 | L2₹85,645.12Admitted-Finance | -12.70% | ₹85,645.12 | L2 | Admitted-Finance |
| 3 | L3₹93,078.49Admitted-Finance | -5.12% | ₹93,078.49 | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-documents not uploaded |
Tender Value
₹1 L
EMD Value
₹2,000
Closing Date
7 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW JAMMU
EXECUTIVE ENGINEER REW JAMMU
Construction Of Protection wall near the house of veusho devi at sawara. Panchyat Nathal Block Kharah balli under MLA-CDF(Sh. Satish Sharma) for the Year 2025-26
2026_RDPR_305036_5
e-NIT No. 884 REWJ of 2025-26 dated 02-03-2026
Open Tender
Civil Works
REW JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
GOVERNMENT TREASURY JAMMU
₹2,000
12 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
7 Mar 2026
2 Mar 2026
Earth work in excavation by mechanical means 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:1 meter from cutting edge for all kinds of soils
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 with1:5:10 (1 cement : 5 coarse sand : 10 Graded stone aggregate 40 mm nominal size)
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 with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Supply and filling of stones
Centring & shuttering including strutting, propping etc. and removal of the formwork for foundation, footing and bases of columns
Sand within avg lead 05 km by MT
Agg. within avg lead 22 km by MT
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