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Tender Value
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
28 Aug 2026, 4:00 pm3d left
Dy Commandant Engineer
SHQ SSB Jalpaiguri
Construction of SPT Coy office and Jawan Barrack at BOP Lankapara of 53rd BN SSB Simlabari
2026_SSB_923194_1
DC(Engr)/SHQ/JPG/2026-27/11
Open Tender
Construction Works
Percentage
240 days
BOP Lankapara
As per tender documents
3 documents required · 3 mandatory
₹0
₹6.7 L
Office of Dy Comdt Engr
21 Aug 2026
21 Aug 2026
31 Aug 2026
21 Aug 2026
28 Aug 2026
22 Aug 2026
21 Aug 2026 - 28 Aug 2026
24 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 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil. | 386.93 | cum | 301.39 | ₹1,16,616.83 |
| 2 | 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 | 13.5 | cum | 732.87 | ₹9,893.75 |
| 3 | 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 and for all lif. | 610.37 | cum | 226.94 | ₹1,38,517.37 |
| 4 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. : All kinds of soil | 75 | cum | 146.82 | ₹11,011.5 |
| 5 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. : Ordinary or hard rock | 0.67 | cum | 263.3 | ₹176.41 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 209.74 | cum | 2,459.03 | ₹5,15,756.95 |
| 7 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. : All kinds of soil | 7,400 | sqm | 39.54 | ₹2,92,596 |
| 8 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 245 | sqm | 10.36 | ₹2,538.2 |
| 9 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 778.7 | sqm | 359 | ₹2,79,553.3 |
| 10 | 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-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.3 | cum | 9,008.57 | ₹47,745.42 |
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