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Tender Value
₹21.9 L
EMD Value
₹2.2 L
Closing Date
28 Sept 2026, 9:00 amDue today
Mantri Ganna Vikas Parishad Baghpat
Baghpat
02 - Ganna vikas parishad baghpat ke karaliya bhawan mai 1 room, toilet avm seedhi ka nav nirman kariya.
2026_CDSI_1187129_2
135/C Dt. 15-09-2026 (Baghpat)
Open Tender
Miscellaneous Works
Percentage
180 days
Baghpat
Tender Fee, EMD and Other documents as per the tender document/NIT
2 documents required · 2 mandatory
₹1,354
Mantri Ganna Vikas Parishad Baghpat
₹2.2 L
18 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
28 Sept 2026
18 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 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 6.53 | CUM | 1,452 | ₹9,477.78 |
| - | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. | 5.15 | CUM | 2,502.8 | ₹12,899.43 |
| - | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) As in item no. 8 abovesLAB (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)for Lintel (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) | 1.73 | CUM | 8,108.8 | ₹14,062.28 |
| - | As in item no. 9 above but for slab (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) | 16.98 | CUM | 8,108.8 | ₹1,37,654.99 |
| - | As in item no. 9 above but for beam (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) | 5.96 | CUM | 8,108.8 | ₹48,333.31 |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 30.7 | CUM | 6,417.6 | ₹1,96,999.46 |
| - | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) | 29.82 | SQM | 792 | ₹23,617.44 |
| - | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, erraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 95.81 | SQM | 1,187.3 | ₹1,13,753.31 |
| - | Supply & fixing of flush doors commercial quality conforming to IS 2202 Part-1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks handles, springs and other fitting but excluding their supply and including painting with two coats of black japan paint on iron fitting of necessary fitting with departmentally. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 16.59 | SQM | 1,686.3 | ₹27,975.72 |
| - | both side laminated | 16.59 | SQM | 673.8 | ₹11,178.34 |
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