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Tender Value
₹21.0 L
EMD Value
₹42,020
Closing Date
20 Jun 2026, 12:00 pm
EE
VIKAS BHAWAN VARANASI
Shri Annpurna Rishikul brahmcharya ashram sansakrit Madhyamic Vidyalay Shivpur Varanasi ka nirman karya
2026_REDUP_1150784_3
51 DATE 04-04-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹42,020
Yes
20 May 2026
20 May 2026
20 Jun 2026
20 May 2026
20 Jun 2026
20 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), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : in 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR:(Vol.-1):2023 Item 5.2.2 | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 2Reinforced 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 size derived from natural sources).as per DSR:(Vol.-1):2023 Item 5.3 | ||||||
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per DSR:(Vol.-1):2023 Item 5.9.3 | 1 | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per DSR:(Vol.-1):2023 Item 5.9.5 | ||||||
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR:(Vol.-1):2023 Item 5.9.6 | 1 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges as per DSR:(Vol.-1):2023 Item 5.9.19 | ||||||
| 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 1:4 (1 cement : 4 coarse sand):as per DSR:(Vol.-1):2023 Item 6.4.1 | - | cum | 1 | - | BI01010001010000000000000515BI0100001119 |
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level of Thermo-Mechanically Treated bars of grade Fe-500D or more as per DSR:(Vol.-1):2023 Item 5.22.6 & 5.22A.6 | ||||||
| 9 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece.as per DSR:(Vol.-1):2023 Item 10.5.2 | 1 | sqm | 1 | ₹1 | BI01010001010000000000000515BI0100001121 |
| 10 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment) 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per DSR:(Vol.-1):2023 Item 10.11.1 | 1 | kg | - | - | BI01010001010000000000000515BI0100001122 |
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