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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All Document Found OK |
| 2 | Accepted-Technical | Accepted-Technical All Document Found OK |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
12 May 2026, 11:00 amClosed
SE Varanasi
SE VARANASI CIRCLE UPAVP VARANASI
Remaining construction work of the Government Inter College under construction at Nauranga in Bairia Assembly Constituency of Ballia District.
2026_UPHDB_1139851_1
790/M-11/281, Dt. 19.04.2026
Open Tender
Civil Works
Percentage
270 days
Works
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Executive Engineer, CD-VNS-03, UPAVP
₹3.7 L
14 May 2026
21 Apr 2026
12 May 2026
21 Apr 2026
12 May 2026
21 Apr 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 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil (DSR-2023- 2.8.1) | - | CUM | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (DSR-2023- 2.6.1) | - | CUM | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR- 2023-4.1.8) | - | CUM | - | - |
| 4 | 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 : 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-2023-5.2.2) | - | CUM | - | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to 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)
(i) R.C.C. work in Footing (DSR-2023-5.1.2) | - | CUM | - | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M- 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR- 2023- 6.1.2 AR) | - | CUM | - | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 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 - 2023- 6.4.2 (AR)) | - | CUM | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 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) (DSR - 2023- 6.4.1 (AR)) | - | CUM | - | - |
| 9 | cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (DSR - 2023- 13.9.2) | - | SQM | - | - |
| 10 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (DSR-2023-11.3.1) | - | SQM | - | - |
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