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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | -44.10% | ₹8.4 L | L1 | Admitted-Finance |
| 2 | L2₹8.5 LAdmitted-Finance | -43.11% | ₹8.5 L | L2 | Admitted-Finance |
| 3 | L3₹9.3 LAdmitted-Finance | -37.86% | ₹9.3 L | L3 | Admitted-Finance |
| 4 | L4₹9.5 LAdmitted-Finance | -36.41% | ₹9.5 L | L4 | Admitted-Finance |
| 5 | L5₹10.8 LAdmitted-Finance | -28.01% | ₹10.8 L | L5 | Admitted-Finance |
Tender Value
₹15.0 L
EMD Value
₹29,980
Closing Date
26 Feb 2026, 6:00 pmClosed
Er Karanjeet Singh
Executive Engineer PWD RandB Division Gandhi Nagar Jammu
Development / Construction of Lane No. 2 Narwal Bala near Narwal Bala, Macca Chowk (Works Plan under UT Capex Road Sector) (New Works) 2025-26
2026_PWDJK_303772_3
Short e-NIT No. DGN/177 of 2025-26 Dated 18-02-2026
Open Tender
Civil Works
30 days
Narwal Bala Macca Chowk Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division Gandhi Nagar
₹29,980
Jammu
6 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
23 Feb 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.
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 1:4:8 (1 cement : 4 coarse sand : 8 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 with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
Engaging labour as per requirement of site.
Engaging JCB as per requirement at site.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 10 Kms.
Stone agg. / Sand for an avg. lead of 10 Kms.
Disposal of excavated earth / mulba for an average lead of 5 Kms.
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