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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹12.5 L+₹38,984 (3.23%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹13.0 L+₹95,548 (7.91%)Rejected-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | L3 | Rejected-Finance L3 | |
| 4 | L4₹13.4 L+₹1.3 L (10.5%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹13.4 L
EMD Value
₹33,700
Closing Date
23 Sept 2026, 4:00 pmClosed
Executive Engineer
Transmission Division, Shoranur, Kallipadam (PO), Shoranur, Palakkad-679122 Phone 9496010250, 9446008380
Construction of MAC Road (Concrete road) for 110kV Substation Kothakurussi-
2026_KSEB_867012_1
KSEB/EE/TD/SRR/01/26-27/01
Open Tender
Civil Works - Roads
Percentage
60 days
110kV Substation Kothakurussi
Please refer tender documents.
4 documents required · 4 mandatory
₹5,900
₹33,700
30 Sept 2026
4 Sept 2026
30 Sept 2026
4 Sept 2026
23 Sept 2026
5 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 | DR PACKING Under foundation by departmental
stone - Dry stone packing under foundation with good
quality blasted rubble including conveyance of
material and labour charges etc. complete as per direction of departmental officers at site. | 5 | Cub.m | 798.04 | ₹3,990.22 |
| 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. All kinds of soil | 62 | Cub.m | 257.63 | ₹15,972.87 |
| 3 | DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 45 | Cub.m | 2,967.19 | ₹1,33,523.6 |
| 4 | 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 40 | Cub.m | 3,333.27 | ₹1,33,330.8 |
| 5 | Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete. | 39 | Sqm | 386.16 | ₹15,060.16 |
| 6 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,200 | Kg | 112.43 | ₹2,47,335 |
| 7 | 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 20mm nominal size. | 72 | Cub.m | 10,488.78 | ₹7,55,191.8 |
| 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 | Cub.m | 8,343.48 | ₹25,030.43 |
| 9 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 2 | Sqm | 400.47 | ₹800.95 |
| 10 | Conveyance of Earth by Mechanical Transport including loading,unloading and stacking up to 1Km | 62 | Cub.m | 226.22 | ₹14,025.83 |
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