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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC 11 103A THINKAL MADATHILPARAMBA KIZHAKKUMMURI P O KOZHIKODE KERALA 673611 | KOZHIKODE | KOZHIKODE | KERALA | 673611 | ₹49.2 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹50.4 LRejected-Finance PARAKKAL HOUSE CHERUVADI POST MAVOOR VIA CALICUT 673661 OFFICE ROOM NO F30 EMS STADIUM COMPLEX PAVAMANI ROAD PUTHIYARA POST CALICUT 673004 | CALICUT | KOZHIKODE | KERALA | 673661 | ₹50.4 L | L2 | Rejected-Finance L2, Second Lowest Tenderer |
| 3 | L3₹53.7 LRejected-Finance NIRAMARUTHUR GRAMA PANCHAYAT NIRAMARUTHUR P O TIRUR 676 109 | MALAPPURAM | KERALA | 676109 | ₹53.7 L | L3 | Rejected-Finance L3, Third Lowest Tenderer |
Tender Value
₹58.4 L
EMD Value
₹50,000
Closing Date
4 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer (civil)
Assistant Executive Engineer (Civil) Civil Subdivision, Transmission Circle, 220kV substation, Nallalam, Kozhikode.
Earthwork excavation PCC RCC Providing weep holes Centering and shuttering Filling available excavated earth Additional Conveyance of Earth Back filling behind abutment Additional lift of earth etc
2026_KSEB_839416_1
CSDN/E-tender/10/2025-26 dated 23.02.2026
Open Tender
Civil Works - Others
60 days
110 kV substation Adivaram
Please refer Tender Details
7 documents required · 7 mandatory
₹5,900
₹50,000
7 Apr 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
23 Feb 2026 - 4 Mar 2026
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
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
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 leadof 50 m.Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
PVC WEEP HOLESProviding weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
Providing and laying in position specified grade ofreinforced 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
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
Additional Conveyance of Earth by mechanical means up to 1 km lead Including allcharges etc complete as per the direction of officers at site
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
Extra for every additional lift 1.5 m or partthere of in excavation / banking excavated or stackedmaterials.All kinds of soil
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stackedmaterials.Ordinary or hard rock
Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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)
Applicable GST in percentage
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