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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹82.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹85.8 L+₹3.6 L (4.38%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹90.5 L+₹8.2 L (9.98%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹93.3 L+₹11.1 L (13.5%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹96.6 L+₹14.4 L (17.5%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
9 Feb 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)Nagrota Jammu
Permanent Restoration of road from Bamyal Deva Mai road (Under Road sector Capex Budget 2025-26)
2026_PWDJK_301531_32
short enit73 of 2025-26 dated 27-01-2026
Open Tender
Civil Works
Percentage
90 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD(RandB)nagrota Jammu
₹3 L
Yes
12 Mar 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
9 Feb 2026
3 Feb 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 :
Ordinary Rock
Hard Rock (Blasting prohibited )
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 40 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
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)
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Providing and fixing on un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A for weep holes (i) Single socketed pipes 75 mm diametre
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
Hand pack stone filling in wire crates including cost of crate wire and stones all complete as per direction of Engineer-in-charge (Crate size 6.00x1.20x1.20 mtr) complete job
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.
Carriage of Material by Mechanical means for an avg. lead of 10 Kms
Sand for an av. Lead 10.00 Km.
Stone Agg. Below 40mm for an av. Lead 10.00 Km.
Stone Agg. Above 40mm for an av. Lead 10.00 Km.
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