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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical KOTASUR BIRBHUM | KOTASUR | BIRBHUM | WEST BENGAL | Accepted-Technical Found in order |
| 2 | Accepted-Technical | Accepted-Technical Found in order |
| 3 | Accepted-Technical | Accepted-Technical Found in order |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
24 Sept 2026, 4:00 pmClosed
AC WORKS
Office of DIG SHQ BSF BHP
Construction of Toilet Block for Provision of Sanitary Facilities at Conference Hall under SHQ BSF Berhampore
2026_BSF_926549_1
19/ENGG/ENIT/SHQ-BHP/26-27
Open Tender
Civil Works
Percentage
90 days
Office of DIG SHQ BSF BHP
As per tender documents
2 documents required · 2 mandatory
₹0
₹10,000
Yes
10 Oct 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
17 Sept 2026 - 24 Sept 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, lift upto 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. | 10.15 | cum | 260.3 | ₹2,642.05 |
| 2 | 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) : 4 graded stone aggregate 40 mm nominal size). | 1.53 | cum | 7,780.3 | ₹11,903.86 |
| 3 | 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) | 2.11 | cum | 6,518.6 | ₹13,754.25 |
| 4 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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. | 8.54 | sqm | 749.3 | ₹6,399.02 |
| 5 | 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 tofloor 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). | 3.55 | cum | 11,505.5 | ₹40,844.53 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | 24.43 | sqm | 927.25 | ₹22,652.72 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 4.94 | sqm | 736.4 | ₹3,637.82 |
| 8 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.50 mm thick | 4.19 | sqm | 1,886.9 | ₹7,906.11 |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more | 284 | Kg | 107.85 | ₹30,629.4 |
| 10 | Brick work with modular bricks of class designation 75 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand). | 6.11 | cum | 7,132.25 | ₹43,578.05 |
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