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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-Finance POYYA KRISHNANKOTTA ROAD COMPANYPADY JUNCTION POYYA POST THRISSUR KERALA 680733 | POYYA | THRISSUR | KERALA | 680733 | ₹59.1 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹62.3 LAccepted-Finance | ₹62.3 L | L2 | Accepted-Finance 2nd Lowest |
| 3 | L3₹63.1 LAccepted-Finance | ₹63.1 L | L3 | Accepted-Finance 3rd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per Volume I, Section 4.1(a), the submitted documents are invalid |
| 5 | Rejected-Technical FLOOR NO GROUND FLOOR BUILDING NO FLAT NO NO12 606NMC 27 123 5 NAME OF BUILDING L R VILLA MANCHA ROAD STREET NEDUMANGAD CITY TOWN VILLAGE NEDUMANGAD DISTRICT THIRUVANANTHAPURAM KERALA STATE PIN 695 541 | NEDUMANGAD | THIRUVANANTHAPURAM | KERALA | 695541 | - | - | Rejected-Technical As per Volume I, Section 4.1(a), the submitted documents are invalid |
Tender Value
₹64.9 L
EMD Value
₹50,000
Closing Date
20 May 2026, 3:00 pmClosed
Executive Engineer
O/o Executive Engineer, Transmission Division,Vydyuthi Bhavanam, Koottapuram, P O Poothole, Thrissur, Pin 680004
Construction of New Control Room at 33kV Substation, Choolissery
2026_KSEB_849534_1
02/26-27
Open Tender
Civil Works - Buildings
180 days
Choolissery 33kV Substation compound
As prescribed in the tender document
7 documents required · 7 mandatory
₹5,900
₹50,000
4 Jun 2026
7 May 2026
22 May 2026
7 May 2026
20 May 2026
7 May 2026
7 May 2026 - 20 May 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 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 | 325.01 | M3 | 359.72 | ₹1,16,912.6 |
| 2 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil | 64 | M3 | 131.02 | ₹8,385.28 |
| 3 | 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 | 64 | M3 | 517.87 | ₹33,143.68 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 28 | M3 | 7,932.89 | ₹2,22,120.92 |
| 5 | 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 20 mm nominal size) | 14 | M3 | 8,569.14 | ₹1,19,967.96 |
| 6 | 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 | 69 | M3 | 10,488.77 | ₹7,23,725.13 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 55 | M3 | 13,442.14 | ₹7,39,317.7 |
| 8 | 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) | 3 | M3 | 8,343.49 | ₹25,030.47 |
| 9 | 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. | 225 | M3 | 318.47 | ₹71,655.75 |
| 10 | 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 | 225 | M3 | 729.39 | ₹1,64,112.75 |
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