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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC SONBHADRA | UTTAR PRADESH | 231205 | ₹11.1 L Quoted ₹9.4 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹10.5 LRejected-Finance | ₹10.5 L | L2 | Rejected-Finance Reject due to higher rate |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
28 Mar 2026, 12:00 pmClosed
EE RED Chandauli
EE RED Chandauli
Vikash Khand Chahaniya ke B.R.C. ka Brihad marammat karya.
2026_REDUP_1128536_1
1038/RED/Chandauli/25-26 Date-20-01-2026
Open Tender
Civil Works - Others
90 days
Chahaniya
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,016
₹30,000
13 Apr 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
28 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Dismantling cement concrete or brick or granolithic floor inclucding base concrete and including stacking of dismentled materials as directed by Engineer-in- charge within a distance of 60 meter(200 feet). As per SI No.697 | |||||
| 2Demolishing 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 - in- charge. DSR-15.3 | |||||
| 3Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 | |||||
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22A.6 | |||||
| 5Reinforced 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). DSR 5.3 | |||||
| 6Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR-11.41.2 | |||||
| 7Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm DSR-15.23.1 | |||||
| 8Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.DSR 11.37A | |||||
| 9Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.DSR 8.31 | |||||
| 10Brick work with common burnt 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) DSR 6.1.2 | |||||
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