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Tender Value
₹6.7 L
EMD Value
₹13,500
Closing Date
17 Jun 2026, 5:00 pm
EE ECD(D) VARANASI
EE ECD(D) VARANASI
CIVIL RECTIFICATION AND STRENGTHENING WORK OF 33/11 KV SUBSTATION-KASHI AND I.D.H., DISTT-VARANASI
2026_PVVNV_1154564_1
31/ECDD(V)/2026-27
Open Tender
Civil Works
75 days
-KASHI AND I.D.H., DISTT-VARANASI
Scan Copy of Prequalification Condition is enclosed in Tender Specification.
Independent External Monitor/Remarks NA
2 documents required · 2 mandatory
₹1,180
EXECUTIVE ENGINEER ECD(D) VARANASI
₹13,500
28 May 2026
28 May 2026
18 Jun 2026
28 May 2026
17 Jun 2026
28 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 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (Code No. 15.56) | 110.21 | Sqm. | 40 | ₹4,408.4 | 15.56 |
| 2 | 12 MM Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.. (Code No. 13.9.1) | 48.79 | Sqm. | 330 | ₹16,100.7 | 13.9.1 |
| 3 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.
(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.
For the purpose of measurement the entire treated surface will be measured. ( Code No. 22.6) | 156.68 | Sqm. | 506 | ₹79,280.08 | 22.6 |
| 4 | 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. | 10.23 | CUM | 191 | ₹1,953.93 | 2.8.1 |
| 5 | 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) 6.1.2 | 8.95 | cum | 5,242 | ₹46,915.9 | 6.1.2 |
| 6 | Neat cement punning. | 22.25 | SQM | 59 | ₹1,312.75 | 13.18 |
| 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. | 120 | KG | 79 | ₹9,480 | 5.22.6 |
| 8 | 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) | 1.25 | cum | 6,649 | ₹8,311.25 | 5.1.2 |
| 9 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area 3 sq. metres and below (Code No. 15.12.1) | 2 | Each | 270 | ₹540 | 15.12.1 |
| 10 | 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) | 0.3 | cum | 5,791 | ₹1,737.3 | 4.1.3 |
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