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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹34.5 LAdmitted-Finance | -47.98% | ₹34.5 L | L1 | Admitted-Finance |
| 2 | L2₹34.6 LAdmitted-Finance | -47.87% | ₹34.6 L | L2 | Admitted-Finance |
| 3 | L3₹36.4 LAdmitted-Finance | -45.03% | ₹36.4 L | L3 | Admitted-Finance |
| 4 | L4₹36.8 LAdmitted-Finance | -44.45% | ₹36.8 L | L4 | Admitted-Finance |
| 5 | L5₹37.5 LAdmitted-Finance | -43.37% | ₹37.5 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹66.3 L
EMD Value
₹1.3 L
Closing Date
1 May 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Construction of Drain at Dhok Waziran upto Matador Stand Near Sainik School Nagrota. (Under MH-4059 Capital Outlay)
2026_PWDJK_307536_3
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
₹1.3 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | |||||
| 3Providing 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) | |||||
| 4Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
| 4.01 | Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 4.02 | Suspended floors, roofs, landings, balconies and access platforms. | - | Sqm | - | - |
| 4.03 | Edges of slabs and breaks in floors and walls Under 20 cm wide | - | Rmt | - | - |
| 5Steel 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. | |||||
| 6Filling 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. | |||||
| 7 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 2,243.92 | Kg | - | - |
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