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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹54.9 LAdmitted-Finance | -51.07% | ₹54.9 L | L1 | Admitted-Finance |
| 2 | L2₹58.5 LAdmitted-Finance | -47.88% | ₹58.5 L | L2 | Admitted-Finance |
| 3 | L3₹61.1 LAdmitted-Finance | -45.53% | ₹61.1 L | L3 | Admitted-Finance |
| 4 | L4₹63.5 LAdmitted-Finance | -43.43% | ₹63.5 L | L4 | Admitted-Finance |
| 5 | L5₹63.8 LAdmitted-Finance | -43.10% | ₹63.8 L | L5 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
30 Mar 2026, 4:00 pmClosed
Executive Engineer PWD R and B Division Kathua
Executive Engineer PWD R and B Division Kathua
Refer to BOQ
2026_PWDJK_306397_1
E-NIT No 93/2025-26/10756-60/G Dated 16.03.2026
Open Tender
Civil Works
365 days
Kathua
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Executive Engineer PWD R and B Division Kathua
₹2.2 L
Executive Engineer PWD R and B Division Kathua
6 Apr 2026
19 Mar 2026
31 Mar 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
24 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
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) incl. disposal of excavated earth as directed by Engineer-in-Charge.All kinds of soil | 301.85 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
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) incl. disposal of excavated earth as directed by Engineer-in-Charge.ordinary soil | 75.46 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or stacked material : All kinds of soil | 163.8 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Filling 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. | 296.77 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 8.88 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand : 6 graded stone agg. 20mm nominal size) | 66.24 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying in position cement concrete of specified grade inclu. curing excluding the cost of centring & shuttering-All work upto plinth level 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) | 9.39 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing & laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg.20 mm nominal size) and curing complete | 18.67 | Sqm | - | - | BI01010001010000000000000515BI0100001114 | |
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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone agg. 20 mm nominal size) | 65.3 | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½::3 (1 cement : 1½ coarse sand : 3 graded stone agg. 20 mm nominal size) | 18.73 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
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