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Tender Value
₹6.0 Cr
EMD Value
₹12.0 L
Closing Date
2 Jul 2026, 11:00 am
Similar tender results from the same govt authority in the past 3 years.
Superintending Engineer /Commandant (Works)
HQ SDG BSF (WC) Chandigarh
Development and providing bulk services SH C/O of boundary wall along with watch tower, Guard room and security light at BSF campus Kangra of 185 BN BSF under SHQ BSF Gurdaspur
2026_BSF_913770_1
13/HQSDGWC/Engg/BSF/NIT/CO W/2026-27
Open Tender
Civil Works
270 days
BSF HQ BOI Kangra
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹12.0 L
Yes
18 Jun 2026
18 Jun 2026
3 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 5,739.25 | sqm | 129.85 | ₹7,45,241.61 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. | 7,600.66 | cum | 177.5 | ₹13,49,117.15 |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 84.96 | Mtr | 352.15 | ₹29,918.66 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 5,603.1 | cum | 196 | ₹10,98,207.6 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 20.15 | Cum | 2,123.75 | ₹42,793.56 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 430.85 | Cum | 7,878.5 | ₹33,94,451.73 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 28.18 | cum | 6,812 | ₹1,91,962.16 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 114.71 | cum | 6,518.6 | ₹7,47,748.61 |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 204.48 | sqm | 749.3 | ₹1,53,216.86 |
| 10 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 639.04 | cum | 9,045.75 | ₹57,80,596.08 |
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