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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAdmitted-Finance | ₹49.3 L | L1 | Admitted-Finance |
| 2 | L2₹49.6 LAdmitted-Finance | ₹49.6 L | L2 | Admitted-Finance |
| 3 | L3₹50.7 LAdmitted-Finance | ₹50.7 L | L3 | Admitted-Finance |
| 4 | L4₹52.1 LAdmitted-Finance | ₹52.1 L | L4 | Admitted-Finance |
| 5 | L5₹52.4 LAdmitted-Finance | ₹52.4 L | L5 | Admitted-Finance |
Tender Value
₹97.1 L
EMD Value
₹1.9 L
Closing Date
24 Feb 2026, 4:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Construction of Road from IIT to Baba Balo at Jagti, Jammu. (Under UT Capex)
2026_PWDJK_303439_10
Short e-NIT no. 81 of 2025-26 dated 14-02-2026
Open Tender
Civil Works
120 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD(RandB)nagrota Jammu
₹1.9 L
Yes
3 Mar 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
24 Feb 2026
19 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 :
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.
Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.
Providing and laying,spreading WBM Gr-II( with specified stone aggregate Stone screening and binding Material complete including sorting, spreading to templete and consolidation with power roller 8 to 10 ton capacity etc. and base stone aggregate 63mm to 45mmsize incl. stone screening size 13.20 mm. in two Layers. i.e 75mm
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and Laying of T-Wire Crates.
Carriage of Materials by Mechanical Transport.Stone agg. Above 40mmfor average lead of 20Km.
Earth work in excavation by mechanical means (hydraulicexcavator) in trenches f or foundations, drains, pipes, cables etc.(not exceeding 1.5 m in width) and for shafts, wells, cesspits andthe 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 in all kind of soils
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shuttering, all works upto plinth level 1:5:10 (1cement : course sand : 10graded stone) aggregate 40mm nominal size crushed
Providing and laying in position cement concreteof specified grade excluding the cost of centeringand shuttering. All work upto plinth level 1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) using crushed aggregate
Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed.
Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing & reinforcement—All work upto plinth level, 1:1 ½ :3 (1 cement :1 ½ coarse sand : 3 stone aggregate 20 mm nominal size)
Reinforcement of RCC work including straightening, cutting, bending, placing in position & binding all completed cold twisted bars.
Hand packed stone filling including cost of stones.
Centering & shuttering including strutting, propping etc. & removal of form work for: -Foundations, footings, bases of columns etc. for mass concrete.
Centering & shuttering including strutting, propping etc. & removal of form work for: - Retaining walls, return walls, wall (any thickness) including attached pilasters, buttresses, plinth & string courses etc.
Centering & shuttering including strutting, propping etc. & removal of form work for: Suspended floors, roofs, landings, balconies and access platforms
Centering & shuttering including strutting, propping etc. & removal of form work for: - Edges of slabs and breaks in floors and walls Above 20 cm wide.
Carriage of material by Mechanical Transport including loading/unloading and stacking at site complete.Stone aggregate below 40 mm size for
Carriage of material by Mechanical Transport including loading/unloading and stacking at site complete. Sand average lead of 20 Kms
Carriage of material by Mechanical Transport including loading/unloading and stacking at site complete. Stone for an average distance of 20.0 km.
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