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Tender Value
₹9.8 Cr
EMD Value
₹19.6 L
Closing Date
27 Jul 2026, 4:00 pm2d left
DC (Engineer) SHQ Gtk
SHQ (Gtk) ITBP, Tadong
Construction of various Infrastructures at camp of 11 Bn ITBP at an altitude of 14731 ft. and distance of appx. 65 Km from Chungthang. Camp connected by road.
2026_ITBP_910705_1
ITBP/SHQ (Gtk)/Engr Br/NIT/65/2025-26/240 Dtd. 29.05.2026.
Open Tender
Civil Works
Percentage
730 days
North Sikkim at an altitude of 14731 feet
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19.6 L
27 Jul 2026
29 May 2026
28 Jul 2026
29 May 2026
27 Jul 2026
29 May 2026
29 May 2026 - 27 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 | 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. | 2,925 | sqmtr | 204.27 | ₹5,97,489.75 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,119.6 | Cum | 279.24 | ₹3,12,637.1 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual mean 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. All kinds of soil. | 478.93 | Cum | 409.49 | ₹1,96,117.05 |
| 4 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 478.93 | Cum | 995.72 | ₹4,76,880.18 |
| 5 | Filling available excavated earth ( excluding rocks) in plinth side of foundation, under floors in layers not exceeding 20 cm in depth including, watering, ramming consolidating and dressing completelead up to 50 m and lift up to 1.5 m, | 533.66 | Cum | 308.34 | ₹1,64,548.72 |
| 6 | Supplying and filling in plinth with Jamuna/ Local sand under floors, including watering, ramming, consolidating and dressing complete. | 137.72 | Cum | 3,340.97 | ₹4,60,118.39 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 284.83 | Cum | 10,716.28 | ₹30,52,318.03 |
| 8 | 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 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 453.9 | sqm | 1,178.76 | ₹5,35,039.16 |
| 9 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). | 695.3 | Mttr | 93.52 | ₹65,024.46 |
| 10 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 168.33 | Cum | 11,501.67 | ₹19,36,076.11 |
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