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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC THIYYALI MARAKKARAKATH HOUSE PATTERKADAVU PO MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | ₹20.4 L Quoted ₹17.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.5 L+₹20,158.21 (1.17%)Rejected-AOC | ₹17.5 L+₹20,158.21 (1.17%) | L2 | Rejected-AOC L2 |
| 3 | L3₹17.6 L+₹33,075.13 (1.91%)Rejected-Finance 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 | ₹17.6 L+₹33,075.13 (1.91%) | L3 | Rejected-Finance L3 |
Tender Value
₹19.6 L
EMD Value
₹49,000
Closing Date
30 May 2026, 5:00 pmClosed
Assistant Executive Engineer
Substation Subdivision, Malappuram, Munduparamba
Construction of 110kV GIS Malappuram Construction of transformer Yard and Fencing
2026_KSEB_849943_1
SSDM-01/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
Munduparamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,900
₹49,000
10 Sept 2026
12 May 2026
3 Jun 2026
12 May 2026
30 May 2026
12 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 | Supplying and stacking 6mm broken stone in standard heaps for measurement as per the direction of departmental officers at site | 76 | m3 | 2,386.28 | ₹1,81,357.28 |
| 2 | Supplying and stacking 40mm broken stone in standard heaps for measurement as per the direction of departmental officers at site | 114 | m3 | 2,255.45 | ₹2,57,121.3 |
| 3 | Spreading 6mm broken stone to a thickness of 10cm as per the direction of departmental officers at site. Charges include the lifting of broken stone from the stockyard to the site complete | 76 | m3 | 347.9 | ₹26,440.4 |
| 4 | Spreading 40mm broken stone to a thickness of 15cm as per the direction of departmental officers at site. Charges include the lifting of broken stone from the stockyard to the site complete | 114 | m3 | 497.01 | ₹56,659.14 |
| 5 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:
All kinds of soil | 740 | m2 | 123.26 | ₹91,212.4 |
| 6 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 740 | m2 | 32.41 | ₹23,983.4 |
| 7 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches of firewall structure (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides andramming 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. | 42 | m3 | 330.43 | ₹13,878.06 |
| 8 | 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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 10 | m3 | 7,870.92 | ₹78,709.2 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.5 | m3 | 8,965.48 | ₹40,344.66 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 36 | m2 | 354.69 | ₹12,768.84 |
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