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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -52.53% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | -49.77% | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.6 CrAdmitted-Finance | -46.10% | ₹1.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.6 CrAdmitted-Finance | -45.91% | ₹1.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.7 CrAdmitted-Finance | -41.11% | ₹1.7 Cr | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
25 Feb 2026, 4:00 pmClosed
SE PWD Circle Reasi
SE PWD Circle Reasi
Construction of road from Mangat Nallah to lower Bassan via Tringa.
2026_PWDJK_302230_1
E-NIT No 08 of 2025-26 Dated 03-02-2026
Open Tender
Civil Works
Reasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Yes
SE PWD Circle Reasi
₹5.9 L
Yes
28 Mar 2026
4 Feb 2026
26 Feb 2026
4 Feb 2026
25 Feb 2026
4 Feb 2026
4 Feb 2026 - 25 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 :
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.Ordinary Rock
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.Hard Rock
Disposal of surplus excavated earth within a lead of 1km by mechanical means including loading/unloading complete job
Providing, laying of Granular sub base course(GSB) with Nallah aggegate 60mm Avg including consolidation with 80-100 KN road roller to the required gragient, camber and density including stacking lead,lift carriage complete job
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:All kinds of soil :
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:25m from cutting edge. 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 centering and shuttering. All work upto plinth level with: (a)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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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 cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Dry Random Rubble Masonary with Hard Stone in foundation and Plinth without bond stone.
Dry random rubble masonry with hard stone in foundation and plinth:With bond stone.
Hand packed stone filling behind R wall including supply of stone
Providing and laying horizontal copping 50mm thick
Hand packed stone filling behind R wall including supply of stone wire cratw
Centering and shuttering including strutting, propping etc. and removal of form work for: foundations and plinth
Centering and shuttering including strutting, propping etc. and removal of form work for Edge of Slab and breaks in floor and Wall under 2cm wide
Centering and shuttering including strutting, propping etc. and removal of form work for Suspeded Floor
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Supply of Labour for laying of Hume Pipe in position Mason
Supply of Labour for laying of Hume Pipe in position Labour
Filling available excavated earth(excluding rock) in trenches, plinths,side of foundation etc
Add Cost of Hume pipe Culvert NP3
Add Cost of Crate Wire Mesh including cost and carriage
Carriage of material with in avg. Lead from source to site of work Sand 50 Km by MT
Carriage of material with in avg. Lead from source to site of work Agg Below 40mm 50Km by MT
Carriage of material with in avg. Lead from source to site of work Stone 15Km by MT
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