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Tender Value
₹23.7 L
EMD Value
₹24,000
Closing Date
2 Sept 2026, 5:00 pm7d left
Lalit Nanda
Executive Engineer, Hisar
Construction of boundary wall towards auto market in residential colony near city Police Station, Hisar
2026_HBC_543041_1
20266D05FD41 EFD2 422F 97CC E10E6DF2F17257HHC
Open Tender
Civil Works
Works
90 days
Hisar
2 documents required · 2 mandatory
₹1,180
₹24,000
Yes
25 Aug 2026
25 Aug 2026
3 Sept 2026
25 Aug 2026
2 Sept 2026
25 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 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 0.6 | Sqm | 113 | ₹67.8 |
| 2 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | 0.6 | Sqm | 138 | ₹82.66 |
| 3 | [11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [Through Rate] | 0.2 | Sqm | 59 | ₹11.8 |
| 4 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] | 1 | Sqm | 31 | ₹30.97 |
| 5 | [11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate] | 0.2 | Sqm | 88 | ₹17.6 |
| 6 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | - | Kg. | 83 | - |
| 7 | [15.42]Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) MORTandH clause 1100 (a)Initial and routine load test [Through Rate] | - | Tonne | 754 | - |
| 8 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | 0.2 | cum | 83 | ₹16.6 |
| 9 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] | 1 | cum | 2,442 | ₹2,439.56 |
| 10 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] | 1 | cum | 4,374 | ₹4,369.63 |
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BOQ_622545.xls
BOQ • 0.31 MB
FG6AAEZ153874.pdf
Additional Documents • 7.64 MB
OT0153874.pdf
Other Document • 4.56 MB
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