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Tender Value
₹71.2 L
EMD Value
₹84,000
Closing Date
23 Sept 2026, 2:00 pm
Superintending Engineer, ECTC, Moradabad
Superintending Engineer, ECTC, PO Majhola, Moradabad
Civil Works for Construction of 02 Nos. 132 KV UPEIDA Bay with Extension of Switchyard at 132/33 KV AIS S/s Kaila Devi, Sambhal.
2026_UPCTL_1179050_1
23(02)-ECTC/MBD/2026-27
Open Tender
Civil Works
Percentage
90 days
Moradabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
EE, ECTC, Moradabad
₹84,000
22 Aug 2026
22 Aug 2026
24 Sept 2026
22 Aug 2026
23 Sept 2026
22 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 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 | - | Cubic meter | 132.9 | - |
| 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. in All kinds of soil | - | Cubic meter | 194.9 | - |
| 3 | 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. | - | Square meter | 13.18 | - |
| 4 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil | - | Cubic meter | 295.98 | - |
| 5 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | - | Square meter | 25.57 | - |
| 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) | 1 | Cubic meter | 6,245.11 | ₹6,238.86 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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) | - | Cubic meter | 4,880.73 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | - | Square meter | 293.62 | - |
| 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) | - | Cubic meter | 6,772.9 | - |
| 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) | - | Cubic meter | 8,126.02 | - |
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