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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Finance | -48.79% | ₹3.3 L | L1 | Admitted-Finance |
| 2 | L2₹3.5 LAdmitted-Finance | -45.57% | ₹3.5 L | L2 | Admitted-Finance |
| 3 | L3₹3.6 LAdmitted-Finance | -43.35% | ₹3.6 L | L3 | Admitted-Finance |
| 4 | L4₹3.6 LAdmitted-Finance | -42.96% | ₹3.6 L | L4 | Admitted-Finance |
| 5 | L5₹4.3 LAdmitted-Finance | -32.03% | ₹4.3 L | L5 | Admitted-Finance |
Tender Value
₹6.4 L
EMD Value
₹12,780
Closing Date
18 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW JAMMU
EXECUTIVE ENGINEER REW JAMMU
Constt.of tile work at w.no. 4, PanchayatNarwal balaBlockSatwari, Distt. Jammu Under MLA-CDF Plan for the year of 2025-26
2026_RDPR_302322_6
e-NIT No. 803- REWJ of 2025-26 dated 05-02-2026
Open Tender
Civil Works
30 days
jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MH0515
₹12,780
Yes
19 Feb 2026
5 Feb 2026
19 Feb 2026
5 Feb 2026
18 Feb 2026
5 Feb 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:ALL KINDS OF SOIL
Providing and laying in position of 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 aggregates 40mm nominal size)
Providing and laying in position of cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregates 40mm nominal size).
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
Carriage of sand and Agg 10 Km by MT
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