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Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
5 Jun 2026, 4:00 pmClosed
Superintending Engineer, ECTC Jhansi
Office of the Superintending Engineer ECTC, Mata Tila Hydel Colony, Civil Lines, Jhansi
Civil work for Increasing capacity from (2x63 1x40) MVA to (3x63 1x40) MVA and Extension of 33 KV Bus Bar at 132 KV S/S Azad Nagar, Kanpur Nagar.
2026_UPCTL_1146162_1
E-Notice No. 05(02)/ECTCJ/2026-27
Open Tender
Construction Works
90 days
132 KV S/S Azad Nagar
Please refer tender documents
2 documents required · 2 mandatory
₹3,540
EE ECTD Kanpur
₹97,000
7 May 2026
7 May 2026
6 Jun 2026
7 May 2026
5 Jun 2026
7 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 |
|---|---|---|---|---|---|
| 1 | 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.
in All kinds of soil (Code No. 2.6.1) | 582 | Cu.m. | 136.56 | ₹79,477.92 |
| 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. (Code No. 2.8.1) | 75 | Cu.m. | 200.26 | ₹15,019.5 |
| 3 | 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) | 200 | Cu.m. | 150.79 | ₹30,158 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Code No. 2.27) | 7.5 | Cu.m. | 1,633.9 | ₹12,254.25 |
| 5 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (Code No. 4.1.10) | 71.65 | Cu.m. | 5,015.06 | ₹3,59,329.05 |
| 6 | 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) | 36.25 | cum | 6,417 | ₹2,32,616.25 |
| 7 | Providing and laying 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) in position specified 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) | 57.27 | Cu.m. | 6,959.31 | ₹3,98,559.68 |
| 8 | 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)(Code no. 5.2.2) | 4.83 | cum | 8,349.67 | ₹40,328.91 |
| 9 | Reinforced cement concrete 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 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. (Code No.5.3) | 2.5 | Cu.m. | 8,851.71 | ₹22,129.27 |
| 10 | Centering and shuttering for foundations, footings, bases for columns including strutting, propping etc. and removal of form work (Code No 5.9.1) | 250 | Sqm | 301.7 | ₹75,425 |
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