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Tender Value
₹28.8 L
EMD Value
₹57,620
Closing Date
8 Jun 2026, 12:00 pm2d left
EE
VIKAS BHAWAN VARANASI
Aadi Visheshwar ward ke Nichibag sthit Nirmadadhin Yatri Suvidha Kendra me Pratham Ewm Dwitiy Tal ka Nirmad karya.
2026_REDUP_1146167_15
08 DATE 02-04-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹57,620
Yes
8 May 2026
8 May 2026
8 Jun 2026
8 May 2026
8 Jun 2026
8 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :- 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) DSR code no. 5.2.2 (10852.95X0.735) | - | cum | 0.8 | - | BI01010001010000000000000515BI0100001113 |
| 2 | Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers andcantilevers DSR code no. 5.9.5 (736.40x0.735) | 0.8 | sqm | 0.4 | ₹0.32 | BI01010001010000000000000515BI0100001114 |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twicsted bars dsr code no. 5.22.3 @107.85x.757 | 0.8 | Kg | 0.4 | ₹0.32 | BI01010001010000000000000515BI0100001115 |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). DSR 5.3 (11505.50x0.732) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (927.25x0.757) | 0.6 | sqm | 0.8 | ₹0.48 | BI01010001010000000000000515BI0100001117 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twicsted bars dsr code no. 5.22.3 @107.85x.757 | 0.4 | Kg | 0.4 | ₹0.16 | BI01010001010000000000000515BI0100001118 |
| 7 | 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)DSR code no.6.4.2 (9105.95 x0.757 | 1 | cum | 1 | ₹1 | BI01010001010000000000000515BI0100001119 |
| 8 | Half brick masonary with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 as per DSR code no.6.12.2 @905.05 | - | cum | 0.4 | - | BI01010001010000000000000515BI0100001120 |
| 9 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 (343.65x0.735) | - | sqm | 0.6 | - | BI01010001010000000000000515BI0100001121 |
| 10 | Rough cast plaster upto 10m height above ground level with mixture of sand gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers under layer 12mm cement 1:4 and top layer 10mm cement plaster with cement mortar 1:3 mixed with 10%finely grounded hydrated lime by volume of cement . ordinary cement finishm using ordinary cement As per DSR code no.13.19 @ 886.60 1:4 (1 cement :4 fine sand) | 0.8 | sqm | 0.2 | ₹0.16 | BI01010001010000000000000515BI0100001122 |
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