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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹98,231.02Admitted-Finance | -39.00% | ₹98,231.02 | L1 | Admitted-Finance |
| 2 | L2₹1.2 LAdmitted-Finance | -28.00% | ₹1.2 L | L2 | Admitted-Finance |
| 3 | L3₹1.2 LAdmitted-Finance | -26.00% | ₹1.2 L | L3 | Admitted-Finance |
| 4 | L4₹1.5 LAdmitted-Finance | -9.70% | ₹1.5 L | L4 | Admitted-Finance |
| 5 | L5₹1.5 LAdmitted-Finance | -8.50% | ₹1.5 L | L5 | Admitted-Finance |
Tender Value
₹1.6 L
EMD Value
₹3,220
Closing Date
29 Jan 2026, 4:00 pmClosed
Ex. Engineer, Div. No. 01 JMC Dogra Hall, Jammu
Ex. Engineer, Div. No. 01 JMC Dogra Hall, Jammu
Improvement of GVP/ wall of Shame near Panjbakthar Mandir in ward No-15. (OWN Source 2025-26).
2026_HAUDD_300830_3
Division No. 1/JMC/25-26/e-NIT No. 36
Open Tender
Civil Works
Ward No. 15.
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Ex. Engineer, Div. No. 01 JMC Dogra Hall, Jammu
₹3,220
Yes
11 Feb 2026
16 Jan 2026
30 Jan 2026
16 Jan 2026
29 Jan 2026
16 Jan 2026
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead For thickness of tiles above 25 mm and upto 40 mm.
Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unservicable material within 50m lead as per direction of engineer incharge
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix)
Removal of excavated mulba dismantled or unservicable material from the site of work by mechanical transport or animal transport or otherwise avg distance 5km including loading/unloading (complete job)
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of RCC including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level with Thermomechanically treated bar
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, ga
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platforms
12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
Providing and Fixing 60mm Interlocked Tile Flooring over a layer of cement mortar 1:4 mix incl filling of joints with cement mortar 1:3 (complete Job)
Carriage of materials by mechanical transport including loading / unloading & stacking complete sand for an avg distance of 5 kms
Carriage of materials by mechanical transport including loading / unloading & stacking complete stone aggregate below 40mm nominal size for an average distance of 7 kms.
PRoviding and Fixing on walls / poles Small Signage Boards of M.S Angle with 2'x10" M.S Sheet 1mm sheet on frame [Height 2'-2'6"J as per the directions of Engineer in charge, complete with painting and writing of alphanumerics with black lapan paint incl
Providing and Fixing of Cast iron Bench capacity 3 Adults size 1.52 x.60x.37 m.The work shall conform to IS 210 and shall be executed as per direction of Engineer in charge C.I.(Cast iron) 5 feet and 10 square tubes bearing load 240 kg comprising back and
Labour engaged for desilting,readjustment of manholes covers, diverting the direction of water dewatering during the execution of work and disposal away from site.
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