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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-Finance 14 395 D BISMI VILLA KUZHIPALLI PARAMBIL BC ROAD CHERUVANNUR FEROK PO CALICUT 673631 | CALICUT | KOZHIKODE | KERALA | 673631 | L1 | Accepted-Finance L1 IS ACCEPTED - LOWEST BIDDER | |
| 2 | L2₹35.4 L+₹1.6 L (4.81%)Accepted-Finance PERAKAMANNA EDAVANNA AYBP T6348M PANNIPPARA P O MALAPPURAM 676541 | EDAVANNA | MALAPPURAM | KERALA | 676541 | L2 | Accepted-Finance L2 IS ACCEPTED - SECOND LOWEST BIDDER | |
| 3 | L3₹38.3 L+₹4.5 L (13.4%)Rejected-Finance | L3 | Rejected-Finance L3 IS REJECTED- THIRD LOWEST- HIGH RATE QUOTED |
Tender Value
₹41.7 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 3:00 pmClosed
Assistant Executive Engineer TCSD Nallalam
Assistant Executive Engineer Transmission Construction Subdivision Nallalam Kozhikode
Construction of 110 kV Substation Pantheerankavu - Providing Earth Mat at Substation site Kozhikoden kunnu.
2026_KSEB_866935_1
TCSDN/Etender/02/2026-27 dated 31.08.2026
Open Tender
Electrical Works
Percentage
120 days
Pantheerankavu Kozhikodenkunnu
Please refer tender document
7 documents required · 7 mandatory
₹5,900
₹50,000
28 Sept 2026
31 Aug 2026
24 Sept 2026
31 Aug 2026
19 Sept 2026
1 Sept 2026
1 Sept 2026 - 19 Sept 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 | Bending 32mm MS rod for crossing cable trench/foundations/risers etc. | - | E | 0.96 | - |
| 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.Hard rock (blasting prohibited ) | - | m3 | 0.32 | - |
| 3 | Cutting 32mm MS rod in required length etc complete as per the direction of the
departmental officers. | - | E | 0.08 | - |
| 4 | Laying of earth mat of required size as specified using 40/32/25mm MS rod including levelling lowering and placing in trenches, complete as per the direction of departmental officers. | - | Qtl | 0.68 | - |
| 5 | Drilling holes and driving down MS ground electrode from the bottom level of trench in all classes of soil including rock etc. complete as per the directions of department officers. | - | m | 0.04 | - |
| 6 | Driving down the ground electrode upto a depth of 3m from the already taken earth pit as directed by the departmental officers. | - | E | 0.12 | - |
| 7 | Welding of overlapping joints for mat,riser lap joints with 32/25mm MS rod placed in trenches, having 150mm in length 6mm in thick on both sides of the rod and both ends of overlapped MS rods with 6mm welding thickness after cleaning the surfaces neatly. Charges includes cost of low hydrogen DC electrode (No.E7018), hire charges of DC arc welding set and tools and plants required, current charges including labour charges for holding MS rod in position and applying two coats of anti corrosive paints at the welded joints etc. complete as per the directions of department officers. | - | E | 0.52 | - |
| 8 | Welding the nodal points (cross joints ) in the trenches at two sides to a thickness of 6mm after cleaning the surface neatly. Charges includes cost of low hydrogen DC electrodes (No. E7018), hire charges of DC welding set and tools and plants required, current charges, labour charges for holding MS rod in position and applying two coats of anti corrosive paints at the welded joints etc. complete as per the directions of departmental officers. | - | E | 0.6 | - |
| 9 | Welding the ground electrode with the main electrode, after cleaning the surface neatly.
Charges includes cost of low hydrogen content DC electrodes (No. E7018), hire charges of DC arc welding set, tools and plants, current charges, labour charges for holding MS rod in position and applying two coats of anti corrosive paints at the welded joints etc. complete as per the directions of departmental officers. | - | E | 0.52 | - |
| 10 | Filling available excavated earth (excluding rock) in trenches, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 metres. | - | m3 | 0.04 | - |
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