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Tender ID
Tender Value
₹15.1 L
EMD Value
₹30,200
Closing Date
29 Apr 2026, 4:00 pmClosed
Superintending Engineer, ECTC Jhansi
Office of the Superintending Engineer ECTC, Mata Tila Hydel Colony Civil Lines, Jhansi
Civil work for Construction of 132 KV TSS CKT-II Railway Bay at 132 KV S/S Ghatampur, Kanpur.
2026_UPCTL_1132609_1
E-Notice No. 01/ECTCJ/2026-27
Open Tender
Construction Works
Percentage
45 days
132 KV S/S Ghatampur, Kanpur.
Please refer tender documents
2 documents required · 2 mandatory
₹1,180
EE ECTD Kanpur
₹30,200
1 Aug 2026
2 Apr 2026
30 Apr 2026
2 Apr 2026
29 Apr 2026
2 Apr 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) | - | Cum | - | - |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Code No. 2.27) | - | Cum | - | - |
| 3 | Providing and laying in position,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) cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : ( code no. 4.1.10) | - | Cum | - | - |
| 4 | Polythene sheet (Code no.7053) | - | Sqm | - | - |
| 5 | 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) ( Code No.4.1.2) | - | cum | - | - |
| 6 | 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) (CSI No. 5.1.2) | - | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete( Code No.5.9.1) | - | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc .(Code no 5.9.2) | - | Sqm | - | - |
| 9 | 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.t ( Code No.5.22.6) | - | Kg | - | - |
| 10 | Brick work with cement mortar 1:4 (1 cement : 4 coarse sand) common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth (code no.- 6.1.1) | - | Cum | - | - |
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Booklet2025.pdf
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PQC01.pdf
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