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Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
24 Sept 2026, 5:00 pm
E X ENGINEER
SPORTS HOUSE M.A STADIUM JAMMU
Development of Multi Sports facility by way of Construction of Synthetic Volleyball, Basketball, Badminton court and running track at Pargana Basohli
2026_SPORT_323520_1
e-nit no 30 of 2026-27 dated 05.09.2026
Open Tender
Civil Works
Percentage
365 days
Pargana Basohli
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Ex Engineer CDJ
₹6.9 L
SPORTS HOUSE M.A STADIUM JAMMU
5 Sept 2026
5 Sept 2026
25 Sept 2026
5 Sept 2026
24 Sept 2026
5 Sept 2026
16 Sept 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 | 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 lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | 7,530 | cum | 422.66 | ₹31,82,629.8 |
| 2 | Construction of embankment/Ground with approved material available at site with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m | 4,438.58 | cum | 163.97 | ₹7,27,793.96 |
| 3 | 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 lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | 219 | cum | 187.3 | ₹41,018.7 |
| 4 | 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 lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres: | 115.65 | cum | 256.85 | ₹29,704.7 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 4,676 | cum | 276.6 | ₹12,93,381.6 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed) | 408.53 | cum | 5,202.9 | ₹21,25,540.74 |
| 7 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 147 | cum | 5,733.6 | ₹8,42,839.2 |
| 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.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 308.5 | cum | 7,564.8 | ₹23,33,740.8 |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns | - | sqm | 286.35 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. | 720 | sqm | 628.95 | ₹4,52,844 |
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