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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Complied. |
| 2 | Accepted-Technical | Accepted-Technical Complied. |
| 3 | Accepted-Technical LOWER SICHEY NEAR FOREST CHECK POST GANGTOK 737101 EAST SIKKIM | GANGTOK | EAST SIKKIM | SIKKIM | 737101 | Accepted-Technical Complied. |
| 4 | Accepted-Technical | Accepted-Technical Complied. |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
6 Aug 2026, 4:00 pmClosed
Dy. Commandant (Engr.)
SHQ (Gangtok) ITBP, Tadong Sikkim.
C/O Infrastructures for establishment of Acclimatization center at 11 BN ITBP Camp in North Sikkim at an altitude of 15748 feet and 90 Km from Chungthang, Distt- Mangan (North Sikkim). Camp connected by road.
2026_ITBP_913579_1
ITBP/SHQ (Gtk)/Engr Br/NIT/120-D/2025-26/283 Dtd. 17.06.2026
Open Tender
Civil Works
Percentage
730 days
North Sikkim.
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4.9 L
9 Sept 2026
18 Jun 2026
7 Aug 2026
18 Jun 2026
6 Aug 2026
18 Jun 2026
18 Jun 2026 - 6 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :All kinds of soil | 462.46 | Sqm | 204.27 | ₹94,466.7 |
| 1.02 | 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 for all lift, as directed by Engineer-in-charge.All kinds of soil | 280.64 | Cum | 279.24 | ₹78,365.91 |
| 1.03 | 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 | 155.21 | Cum | 308.34 | ₹47,857.45 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 2.69 | Cum | 12,394.03 | ₹33,339.94 |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 60.45 | Cum | 10,254.72 | ₹6,19,897.82 |
| 1.06 | 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 | 95.39 | Sqm | 1,178.76 | ₹1,12,441.92 |
| 1.07 | 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 aggregate20 mm nominal size) | 62.29 | Cum | 14,230.28 | ₹8,86,404.14 |
| 1.08 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) | 23.52 | Cum | 17,073.28 | ₹4,01,563.55 |
| 1.09 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 23.37 | Cum | 18,099.83 | ₹4,22,993.03 |
| 1.1 | Centering and shutturing incl. strutting, proping etc and removal of form work for all heights: Foundations, footings, bases of columns, etc. for mass concrete | 155.74 | Sqm | 616.91 | ₹96,077.56 |
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