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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | ₹21.7 L | L1 | Accepted-AOC Lowest rate quoted below 9 percentage GST included. |
| 2 | L2₹21.9 L+₹19,992.41 (0.92%)Rejected-AOC | ₹21.9 L+₹19,992.41 (0.92%) | L2 | Rejected-AOC Second lowest rate quoted below 8.16 percentage GST included. |
| 3 | L3₹22.6 L+₹92,822.35 (4.29%)Rejected-Finance | ₹22.6 L+₹92,822.35 (4.29%) | L3 | Rejected-Finance Highest rate quoted 5.10 percentage below including GST. |
Tender Value
₹20.2 L
EMD Value
₹50,000
Closing Date
24 Jul 2026, 2:00 pmClosed
Assistant Executive Engineer
TRANSMISSION SUB DIVISION,110KV SUBSTATION COMPOUND,ANANDASHRAMAM PO,MAVUNGAL
Construction of new Paver Block Road at 110kV Substation Kanhangad and providing paver block roads at 33kV Substation Belur and Kanhangad Town
2026_KSEB_859615_1
1/AEE/TSD/KHD/26-27dtd07/07/26
Open Tender
Civil Works - Roads
Percentage
60 days
Mavungal, Kanhangad, Belur
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,900
₹50,000
2 Sept 2026
9 Jul 2026
27 Jul 2026
9 Jul 2026
24 Jul 2026
9 Jul 2026
9 Jul 2026 - 24 Jul 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 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:
In cement mortar | 3 | m3 | 2,391.37 | ₹7,174.11 |
| 2 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
In cement mortar | 4 | m3 | 2,003.63 | ₹8,014.52 |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil | 190 | m2 | 126.24 | ₹23,985.6 |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 160 | m2 | 212.95 | ₹34,072 |
| 5 | Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBRValue-25 | 17 | m3 | 3,274.45 | ₹55,665.65 |
| 6 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 160 | m2 | 1,192.95 | ₹1,90,872 |
| 7 | 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. | 30 | m3 | 338.41 | ₹10,152.3 |
| 8 | 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. | 30 | m3 | 299.6 | ₹8,988 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 4 | m3 | 7,868.89 | ₹31,475.56 |
| 10 | 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 | 9 | m3 | 9,867.22 | ₹88,804.98 |
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