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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | ₹14.8 L | L1 | Accepted-AOC This bidder is GST unregistered and has quoted rates exclusive of GST. As the total cash out flow to KSEBL is lowest, the bidder is accepted. |
| 2 | L2₹13.8 L−₹1.0 L (6.77%)Rejected-AOC FAVAS MANZIL OORKADAVU KARUMARAKAD P O VAZHAKKAD 673 640 | VAZHAKKAD | MALAPPURAM | KERALA | 673640 | ₹13.8 L−₹1.0 L (6.77%) | L2 | Rejected-AOC This GST registered bidder quoted inclusive of 18 per. GST. Since the total financial implication exceeds that of the unregistered L1 bidder, the bidder is rejected. |
Tender Value
₹14.8 L
EMD Value
₹37,000
Closing Date
24 Jun 2026, 3:00 pmClosed
Assistant Executive Engineer TCSD Nallalam
Assistant Executive Engineer Transmission Construction Subdivision Nallalam Kozhikode
Excavation of ordinary/hard rock, laying PCC, Providing and laying in position RCC, Fixing Stub / Foundation bolt and plastering etc
2026_KSEB_855966_1
TCSDNEtender01202627 dated15062026
Open Tender
Civil Works - Others
Percentage
120 days
Pantheerankavu Kozhikodenkunnu
Please refer tender documents.
7 documents required · 7 mandatory
₹5,900
₹37,000
21 Aug 2026
15 Jun 2026
27 Jun 2026
15 Jun 2026
24 Jun 2026
16 Jun 2026
16 Jun 2026 - 24 Jun 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 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 | - |
| 2 | Centering and shuttering including strutting etc. and removal of form for foundations, footings, base of column etc. for mass concrete. | - | m2 | 0.76 | - |
| 3 | Providing and laying in position Cement concrete of specified grade, excluding the cost of centering and shuttering. All work upto plinth level. 1:3:6 (1cement:3 coarse sand:6 graded stone aggregate 40mm nominal size). | - | m3 | 0.68 | - |
| 4 | Fixing foundation bolts in lines and levels as required as per the direction of departmental officers at site. | - | Set | - | - |
| 5 | Providing and laying in position specified grade of Reinforced Cement concrete ,excluding the cost of centering,shuttering,finishing and reinforcement- All work upto plinth level. 1:1.5:3 (1cement:1.5 coarse sand: 3graded stone aggregate 20mm nominal size) | - | m3 | 0.04 | - |
| 6 | Steel reinforcement for RCC work including straightening,cutting,bending,placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of
grade Fe-500D or more. | - | Kg | 0.72 | - |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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 | 0.32 | - |
| 8 | Plastering using 12 mm cement plaster of mix 1 : 4 (1 cement : 4 fine sand) | - | m2 | 0.52 | - |
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BOQ_1446729.xls
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corregendem.pdf
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