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Tender Value
₹19.6 L
EMD Value
₹39,280
Closing Date
29 Jun 2026, 12:00 pm
EE
VIKAS BHAWAN VARANASI
Loki Chhittu me medical colony ke pass prathamic swasthya kendra nirman karya.
2026_REDUP_1155535_19
521 DATE 16-05-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹39,280
Yes
1 Jun 2026
1 Jun 2026
29 Jun 2026
1 Jun 2026
29 Jun 2026
1 Jun 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. for All kinds of soil.As per DSR:Vol.1:2023 item 2.8.1 | 1 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and Laying cement concrete of specified grade of concrete 1:4:8. | - | cum | 1 | - | BI01010001010000000000000515BI0100001114 |
| 3 | P/L R.C.C. upto plinth level 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) DSR code no. 5.1.2 (9045.75x0.735) | 1 | cum | 1 | ₹1 | BI01010001010000000000000515BI0100001115 |
| 4 | centering and shurtiing includinh proping etc and removal of form for base of column etc for mass concrete as per DSR codeno. 5.9.1 @392.15 | 0.8 | sqm | 1 | ₹0.8 | BI01010001010000000000000515BI0100001116 |
| 5 | centering and shurtiing includinh proping etc and removal of form for base of plinth band etc for mass concrete as per DSR codeno. 5.9.2 @842.50 | - | sqm | 1 | - | BI01010001010000000000000515BI0100001117 |
| 6Steel 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 | ||||||
| 7 | 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 | - | BI01010001010000000000000515BI0100001119 |
| 8 | Centering 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 | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9Steel 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 | ||||||
| 10Reinforced 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 | ||||||
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