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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical CHANDAUTI | CHANDAULI | UTTAR PRADESH | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
7 Oct 2026, 12:00 pmClosed
SE RED VARANASI
pandeypur varanasi
Rajkiya inter college jakhni Varanasi marammat karya
2026_REDUP_1191558_3
1113/RED/2026-27/22-09-2026
Open Tender
Civil Works
Percentage
365 days
VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹2.6 L
7 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 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 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 600.24 | SQM | 38.16 | ₹22,905.16 |
| 2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | 30 | EACH | 256.4 | ₹7,692 |
| 3 | 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.. In cement mortar | 38.1 | CUM | 1,438.54 | ₹54,808.37 |
| 4 | 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. | 12.82 | SQM | 803.34 | ₹10,298.82 |
| 5 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) as per DSR:(Vol.-1):2023 Item 13.1.2 | 625.88 | SQM | 232.76 | ₹1,45,679.83 |
| 6 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR:(Vol.-2):2023 Item 13.80 | 651.64 | SQM | 108.96 | ₹71,002.69 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 46.68 | SQM | 647.45 | ₹30,222.97 |
| 8 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. DSR 5.22.6 | 852.09 | KG | 75.31 | ₹64,170.9 |
| 9 | 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). DSR 5.3 | 5.65 | CUM | 8,033.71 | ₹45,390.46 |
| 10 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces 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. | 1,160.57 | SQM | 481.02 | ₹5,58,257.38 |
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