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Tender Value
₹17.3 L
EMD Value
₹35,000
Closing Date
19 Jun 2026, 5:00 pm5d left
EE ECD(D) PRAYAGRAJ
Office of Executive Engineer, Electricity Civil Division (D), 57 GEORGE TOWN PRAYAGRAJ-221002
Construction of Shed for Existing Scrap Room, Repairing of Shed No.1, Construction of Toilet, Septic Tank Soakpit, Raising of Floor And Other Miscellaneous Civil Work At Electricity Workshop Centre Chhapka, District-Sonebhadra
2026_PVVNV_1160434_1
61/2026-27/ECD(D)/PRAYAGRAJ
Open Tender
Civil Works
90 days
Sonebhadra
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
EE ECD(D) PRAYAGRAJ
₹35,000
EE ECD(D) PRAYAGRAJ
13 Jun 2026
13 Jun 2026
20 Jun 2026
13 Jun 2026
19 Jun 2026
13 Jun 2026
17 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 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 80 | Sqm | 13 | ₹1,040 | 2.31 |
| 2 | 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 | 50 | CuM | 190 | ₹9,500 | 2.8.1 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 15 | CuM | 1,546 | ₹23,190 | 2.27 |
| 4 | 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) | 19 | CuM | 4,960 | ₹94,240 | 4.1.8 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | CuM | 5,737 | ₹5,737 | 4.1.3 |
| 6 | Brick 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) | 10 | CuM | 5,193 | ₹51,930 | 6.1.2 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 650 | kg | 79 | ₹51,350 | 5.22.6 |
| 8 | Steel 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. | 50 | kg | 79 | ₹3,950 | 5.22A.6 |
| 9 | 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) | 30 | CuM | 6,586 | ₹1,97,580 | 5.1.2 |
| 10 | 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) | 3 | CuM | 7,902 | ₹23,706 | 5.2.2 |
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