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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹18.9 L+₹2.0 L (12.0%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹21.2 L+₹4.3 L (25.4%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹29.7 L
EMD Value
₹59,420
Closing Date
17 Aug 2026, 4:00 pmClosed
Executive Engineer PWD rand B Division Kathua
Executive Engineer PWD rand B Division Kathua
Refer to BOQ
2026_PWDJK_319236_1
E-NIT No 63/2026-27/4655-59/G Dated 03.08.2026
Open Tender
Civil Works
Percentage
90 days
Kathua
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer PWD rand B Division Kathua
₹59,420
Executive Engineer PWD rand B Division Kathua
29 Aug 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
8 Aug 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 |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge in cement mortar | 15 | cum | 1,458.35 | ₹21,875.25 |
| 2 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | 9 | cum | 1,725.2 | ₹15,526.8 |
| 3 | 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 , incl. disposal or filling of excavated earth wherever required as per the directions of Engineer-in-charge . | 34 | Cum | 256.85 | ₹8,732.9 |
| 4 | 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, lead upto 50 m and lift upto 1.5 m | 31 | cum | 218.4 | ₹6,770.4 |
| 5 | 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 16.44 | Cum | 5,202.9 | ₹85,535.68 |
| 6 | 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) | 3.69 | Cum | 6,591.25 | ₹24,321.71 |
| 7 | 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 | 8.05 | Sqm | 416.5 | ₹3,352.83 |
| 8 | 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) | 12 | Cum | 7,788.4 | ₹93,460.8 |
| 9 | 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 incl. curing but excl. cost of centering shuttering, finishing & reinforcement. 1:1½::3 (1 cement : 1½ coarse sand : 3 graded stone agg. 20 mm nominal size) | 10 | Cum | 9,395.7 | ₹93,957 |
| 10 | 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) | 33 | Cum | 9,821.85 | ₹3,24,121.05 |
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