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Tender Value
₹1.6 L
EMD Value
₹2,100
Closing Date
24 Aug 2026, 6:00 pmDue tomorrow
ACE, EJ Area
EJ Area Office, Bhowra
Repair and Maintenance of Qtrs. No. SQ-23 at Gandhi Nagar of Bhowra under E.J Area
2026_BCCL_363727_1
BCCL/EJA/CIVIL/2026-27/eNIT/31
Open Tender
Civil Works - Buildings
Percentage
28 days
Bhowra
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,100
13 Aug 2026
13 Aug 2026
25 Aug 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
13 Aug 2026 - 20 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 |
|---|---|---|---|---|---|
| 2 | Grading roof for water proofing treatment with
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 3.22 | M3 | 6,202.55 | ₹19,972.21 |
| 3 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG -10 | - | M2 | 106 | - |
| 4 | 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). | 0.08 | M3 | 6,086.45 | ₹486.92 |
| 5 | Brick work with clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | - | M3 | 5,002.05 | - |
| 6 | Brick work with clay F.P.S. (non modular) bricks of class designation 7.5 in super structure in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.22 | M3 | 5,483.5 | ₹12,173.37 |
| 7 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 142.05 | Kg | 88.2 | ₹12,528.81 |
| 8 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19
gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. | 4.42 | M | 340.7 | ₹1,505.89 |
| 9 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel
screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all
thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineerin-
charge. (For W.C. and bathroom door shutter). | 1.26 | M2 | 1,532.6 | ₹1,931.08 |
| 10 | 25 mm thick c.c flooring (1:2:4) | 30.37 | M2 | 343.5 | ₹10,432.1 |
| 11 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.52 | M3 | 1,457.35 | ₹5,129.87 |
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