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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹37.2 L+₹4.8 L (14.8%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹39.4 L+₹7.0 L (21.7%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹47.2 L+₹14.8 L (45.8%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹55.5 L+₹23.2 L (71.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹59 L
EMD Value
₹1.2 L
Closing Date
2 Feb 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Completion of balance Work for Construction of road from Kandayara PMGSY janyar Dingla via mohalla Bania (Sattpajja Tandian) in Km 1st RD 0 to Km 4th RD 1000,Mandi by way of Cross Drainage,Walling.
2026_PWDJK_301275_1
e-NIT No.109/2025-26 dated 24-1-2026
Open Tender
Civil Works
Percentage
60 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹1.2 L
Yes
5 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
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 :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to 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 up to plinth level with :1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size).With 20% stone
Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones.
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement 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 upto plinth level Mild steel and medium tensile steel bars
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).Quarry
Dry random rubble masonary (Nallah) with hard With bond stone.
Dumping stone including cost of stones. On Horizontal on level (available at Site).
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platforms.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe
Carriage of material by M.T incl loading/unloading & stacking complete
Sand /Stone agg. below 40 mm/ moorum nominal size avg. lead 20 km by MT
Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe avg. lead 60 km by MT
Stone avg lead 10.00 Km by M.T
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