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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.1 LAdmitted-Finance | -48.35% | ₹30.1 L | L1 | Admitted-Finance |
| 2 | L2₹31.1 LAdmitted-Finance | -46.60% | ₹31.1 L | L2 | Admitted-Finance |
| 3 | L3₹33.8 LAdmitted-Finance | -42.01% | ₹33.8 L | L3 | Admitted-Finance |
| 4 | L4₹36.0 LAdmitted-Finance | -38.26% | ₹36.0 L | L4 | Admitted-Finance |
| 5 | L5₹36.1 LAdmitted-Finance | -38.00% | ₹36.1 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹58.3 L
EMD Value
₹1.2 L
Closing Date
1 May 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Construction of link Road to Mohalla Mustaq Ahmed,Majid Ahmed,Sardar Ali and Others at Bain Bajalta W.No.1 (Under UT Capex 2025-26)
2026_PWDJK_307536_2
Short e-NIT No. 02 of 2026-2027/Nagrota Dated 08-04-2026
Open Tender
Civil Works
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
₹1.2 L
Yes
12 May 2026
8 Apr 2026
2 May 2026
8 Apr 2026
1 May 2026
8 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 : | |||||
| 2Providing 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 brick aggregate 40 mm nominal size | |||||
| 3Providing 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) | |||||
| 4Providing 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) | |||||
| 5Providing 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) | |||||
| 6Reinforcement of RCC work including straightening,cutting,bending,placing in position & binding all complete Cold twisted bars. | |||||
| 7Providing 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 | |||||
| 8Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded | |||||
| 9Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | |||||
| 20Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
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