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Tender Value
₹5.5 Cr
EMD Value
₹2 L
Closing Date
29 Sept 2026, 3:00 pm
Deputy Chief Engineer
O/o the Deputy Chief Engineer, Civil Circle, Kothamangalam, KSEBL, PIN - 686666
Lower Periyar HEP - Construction of new concrete retaining wall adjacent to the existing concrete retaining wall at switchyard
2026_KSEB_866437_1
03/CCK/2026-27/22.08.2026
Open Tender
Civil Works - Others
Item Rate
210 days
Switchyard of Lower Periyar HEP
as per tender conditions
11 documents required · 11 mandatory
₹11,800
₹2 L
24 Aug 2026
24 Aug 2026
1 Oct 2026
24 Aug 2026
29 Sept 2026
8 Sept 2026
7 Sept 2026 - 23 Sept 2026
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil | - | cum | 257.62 | - |
| 2 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | cum | 517.87 | - |
| 3 | Excavation in hard rock and boulders above 500 dm3 in size by non explosive agent/splitter or any other method with out resorting to the use of conventional explosive materials with jack hammer etc. drilling, conveying and disposing the materials upto 1 km/ in dumping yard and all lifts, cost of compressed air, jack hammer, water line etc | - | cum | 6,809.2 | - |
| 4 | Excavation work 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 soils as directed, within a lead of 50 m. Hard rock (blasting prohibited) | - | cum | 1,578.3 | - |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | 11,756.6 | - |
| 6 | 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 12,772.17 | - |
| 7 | Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | 839.6 | - |
| 8 | 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 | - | kg | 112.43 | - |
| 9 | PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | m | 113.08 | - |
| 10 | Providing anchor bars of varying depth using Tor steel, bend, jumped, etc. including cost and conveyance of steel, labour charges, etc. complete as per the specifications and drawing as directed by the departmental officers. | - | kg | 102.2 | - |
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