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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.6 LAdmitted-Finance | -41.60% | ₹14.6 L | L1 | Admitted-Finance |
| 2 | L2₹15.1 LAdmitted-Finance | -39.63% | ₹15.1 L | L2 | Admitted-Finance |
| 3 | L3₹15.2 LAdmitted-Finance | -39.11% | ₹15.2 L | L3 | Admitted-Finance |
| 4 | L4₹15.3 LAdmitted-Finance | -38.77% | ₹15.3 L | L4 | Admitted-Finance |
| 5 | L5₹16.0 LAdmitted-Finance | -35.86% | ₹16.0 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
29 Jan 2026, 4:00 pmClosed
Er ranjit singh
XEN PWD RNB DIVISION RAMBAN
refer to BOQ
2026_PWDJK_300841_2
E-NIT NO. 128 Of 2025-26 Dated 16-01-2026
Open Tender
Civil Works
30 days
Batote
refer to NIT
2 documents required · 2 mandatory
₹600
Yes
XEN PWD RNB DIVISION RAMBAN
₹50,000
Yes
5 Feb 2026
16 Jan 2026
30 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
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: 1 meter from cutting edge. 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 out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:AKS
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)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% bouldes
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)
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge.
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) with 20% boulders
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
Dumping of stone In Horizontal on level including cost of stones.
Hand-packing stones in wire crates including cost of crates and stones
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
Carriage of Sand from Source to site of work by Mechanical transport including loading /Unloading complete for an avg distance of 105 km by MT
Carriage of Stone aggregate from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 25 km by MT
Carriage of Stone from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 10 km by MT
Carriage of Hume Pipe from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 96 km by MT
Carriage of Excavated earth from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 3 km by MT
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