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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Finance | -45.80% | ₹8.1 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 LAdmitted-Finance | -43.88% | ₹8.4 L | L2 | Admitted-Finance |
| 3 | L3₹8.4 LAdmitted-Finance | -43.69% | ₹8.4 L | L3 | Admitted-Finance |
| 4 | L4₹8.7 LAdmitted-Finance | -42.01% | ₹8.7 L | L4 | Admitted-Finance |
| 5 | L5₹8.9 LAdmitted-Finance | -40.40% | ₹8.9 L | L5 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
9 Feb 2026, 1:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Permanent Restoration of Link Road Upper Gharota to Marjali Road by way of Providing of 4.0 Mtr Culvert. (Under Capex Budget).
2026_PWDJK_301734_9
short e nit 78 of 2025-26 dated 28-01-2026
Open Tender
Civil Works - Others
45 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹30,000
Yes
26 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 2026
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
Earth work in excavation by manual 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 :
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 ou+B26t excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 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: 1:5:10 (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 with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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 in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 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 upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centring and Shuttering including strutting, propping etc and removal of foRmt work for foundation , footings , basis of columns etc. for mass concrete.
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
Suspended floors, roofs , landings , balconies and access platfoRmt.
Edges of Slabs and Break in floors and walls under 20 cm wide
Providing and Fixing Weep Holes of PVC Pipe 110 mm dia
Hand Pack Stone Filling in Wire Crate including Cost of wire Crate and Stone (all complete) as per Directions of engineer in charge. (Crate Size 6.0 x 1.2 x 1.2 Mt). Complete Job.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Carriage of materials by mechanical transport inculding loading / unloading and stacking complete. Sand lead up to 10.00 Kms.
Stone aggregate Below 40 mm lead up to 10.00 Kms.
Stone aggregate Above 40 mm lead up to 10.00 Kms.
Stone Boulder for avg. lead up to 5.00 Kms.
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