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Tender Value
₹99.3 L
EMD Value
₹2.0 L
Closing Date
3 Aug 2026, 4:00 pm
Executive Engineer PWD R and B Division Kathua
Executive Engineer PWD R and B Division Kathua
Refer to BOQ
2026_PWDJK_316021_1
E-NIT No 53/2026-27/3980-84/G Dated 14.07.2026
Open Tender
Civil Works
Percentage
180 days
Kathua
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Executive Engineer PWD R and B Division Kathua
₹2.0 L
Executive Engineer PWD R and B Division Kathua
15 Jul 2026
15 Jul 2026
4 Aug 2026
15 Jul 2026
3 Aug 2026
15 Jul 2026
20 Jul 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 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked material in all kinds of soil : | 17.6 | Cum | 89.75 | ₹1,579.6 |
| 2 | 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) including disposal of excavated earth incl. all leads and lifts as directed by Engineer-in-Charge.All kinds of soil : | 102.71 | Cum | 187.3 | ₹19,237.58 |
| 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 . | 1.9 | Cum | 256.85 | ₹488.02 |
| 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. | 56.07 | Cum | 218.4 | ₹12,245.69 |
| 5 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work incl. material , labour all leads , lifts and carriage of material by MT/HL. | 48.37 | Cum | 300 | ₹14,511 |
| 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 24.38 | Cum | 4,826.5 | ₹1,17,670.07 |
| 7 | 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) | 14.15 | Cum | 5,733.6 | ₹81,130.44 |
| 8 | 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. 1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size | 10.71 | Cum | 4,469.25 | ₹47,865.67 |
| 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) | 21.42 | Cum | 9,395.7 | ₹2,01,255.89 |
| 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) | 81.65 | Cum | 9,821.95 | ₹8,01,962.22 |
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