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Tender Value
₹5.4 L
EMD Value
₹14,000
Closing Date
8 Sept 2026, 5:00 pm
AEE
Office of the Assistant Executive Engineer, TC Sub Division, Meppayur, K.S.E.Board Ltd. Iringath(P.O), Kozhikode -673523
Construction of RR platform for stacking materials at 110kV Substation Koyilandy
2026_KSEB_866077_1
TCSDM02/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
110kV Substation Koyilandy
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,298
₹14,000
19 Aug 2026
19 Aug 2026
11 Sept 2026
20 Aug 2026
8 Sept 2026
20 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 | 2.8.1 : 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, lift up to
1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (cost index(c) : 1.3268 included in Rate) | - | m3 | 0.32 | - |
| 2 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) (cost index(c) : 1.3268 included in Rate) | - | m3 | 0.24 | - |
| 3 | 50.2.25.1 Filling with contractor's own earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge (cost index(c) : 1.3268 included in Rate) | 1 | m3 | 0.16 | ₹0.16 |
| 4 | Filling with departmental earth ( excluding rock)in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of site engineer in charge | - | m3 | 1 | - |
| 5 | Supplying and filling quarry muck in trenches of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m | - | m3 | - | - |
| 6 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete (cost index(c)
: 1.3268 included in Rate) | - | m2 | 0.76 | - |
| 7 | 5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size (cost index(c) : 1.3268 included in Rate) | - | m3 | 0.04 | - |
| 8 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more (cost index(c) : 1.3268 included in Rate) | - | kg | 0.72 | - |
| 9 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) (cost index(c) : 1.3268 included in Rate) | - | m2 | 0.52 | - |
| 10 | 60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (cost index(c) : 1.3268 included in Rate) | - | m3 | 0.32 | - |
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