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Tender Value
₹13.8 L
EMD Value
₹27,700
Closing Date
1 Sept 2026, 4:00 pm5d left
Superintending Engineer, ECTC Jhansi
Office of the Superintending Engineer ECTC Mata Tila Hydel Colony Civil Lines Jhansi
Civil work for Construction of 01 No. 33 KV Simrau Bay at 220 KV S/S Saifai Distt. Etawah
2026_UPCTL_1174905_2
Short term E-Notice No. 17/ECTCJ/2026-27
Open Tender
Construction Works
Percentage
30 days
220 KV S/S Saifai Distt. Etawah
plz refer tender documents
2 documents required · 2 mandatory
₹1,770
EE ECTD Kanpur
₹27,700
25 Aug 2026
25 Aug 2026
2 Sept 2026
25 Aug 2026
1 Sept 2026
25 Aug 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.(code no. 2.8.1) | 180.1 | Cum | 189.53 | ₹34,134.35 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.(code no. 2.25) | 122.6 | Cum | 142.71 | ₹17,496.25 |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(code no. 2.25(a) ) | 112 | Cum | 447.91 | ₹50,165.92 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(code no. 2.27) | 6.84 | Cum | 1,546.37 | ₹10,577.17 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(code no. 4.1.2) | 1.89 | Cum | 6,073.23 | ₹11,478.4 |
| 6 | Cement concrete 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)(4.1.8) | 7.48 | Cum | 4,960.03 | ₹37,101.02 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (For CC)(code no. 4.3.1) | 32.11 | Sqm | 285.54 | ₹9,168.69 |
| 8 | Providing and laying in position 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) grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(code no.5.1.2) | 44.42 | Cum | 6,586.49 | ₹2,92,571.89 |
| 9 | RCC work 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)(code no. 5.2.2) | 0.28 | Sqm | 7,902.37 | ₹2,212.66 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (For RCC) (code no. 5.9.1) | 31.4 | Sqm | 285.54 | ₹8,965.96 |
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details.html
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Tendernotice_1.pdf
PDF • 3.02 MB
PQC17.pdf
Additional Documents • 3.85 MB
Booklet2025.pdf
Tender Documents • 0.94 MB
BOQ_2218044.xls
BOQ • 0.27 MB
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