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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC DOOR NO 5 155B KOTHARATHU BUILDING NEAR ALPHA PALIATIVE CARE VENGANELLUR CHEKKAKKARA THRISSUR KERALA 680586 | THRISSUR | KERALA | 680586 | ₹3.7 Cr | L1 | Accepted-AOC lowest |
| 2 | L2₹3.8 Cr+₹14.3 L (3.87%)Rejected-AOC | ₹3.8 Cr+₹14.3 L (3.87%) | L2 | Rejected-AOC second lowest |
| 3 | L3₹5.0 Cr+₹1.3 Cr (36.5%)Rejected-Finance 40 3215 S L PLAZA PRASANTHI LANE PALARIVATTOM ERNAKULAM 682 025 | ERNAKULAM | ERNAKULAM | KERALA | 682025 | ₹5.0 Cr+₹1.3 Cr (36.5%) | L3 | Rejected-Finance higher rate quoted |
| 4 | L4₹5.1 Cr+₹1.4 Cr (39.0%)Rejected-Finance KADAYIL DEW 1ST FLOOR DOOR NO 1888 NH ROAD SREEKARYAM PO TRIVANDRUM 695017 | THIRUVANANTHAPURAM | KERALA | 695017 | ₹5.1 Cr+₹1.4 Cr (39.0%) | L4 | Rejected-Finance Higher rate quoted |
| 5 | Rejected-Technical ARIMEL HOUSE KONATHUKUNNU P O THRISSUR 680125 | THRISSUR | THRISSUR | KERALA | 680125 | - | - | Rejected-Technical No documents submitted for proving experience in supply and execution of similiar works |
| Sl No | Description | Qty | Unit | Genisys Engineers and Contractors L4 | P J JOSEPH CO. L2 | ITHAL ENGINEERING GROUPS L1 | Amrutha Associates L3 |
|---|---|---|---|---|---|---|---|
| 1.00Labour | |||||||
| 1.00 | Constructing Transformer plinth of size 1.5x1.5x1.5m
on 1.8x1.8x0.75 m basement inclusive of cost of all materials. [Excavation 1.8x1.8x0.75m, Random Rubble in CM(1:6) 1.8x1.8x0.75m + 1.5x1.5x1.5m, concrete (1:2:4, 20mm) 1.5x1.5x0.10 m, plaster CM (1:3) 12mm, 1.5x1.5m, Pointing CM (1:3) 1.5x1.5mx 4 sides] | 1 | Nos | 44,000 ₹44,000 | 50,000 ₹50,000 | 25,000 ₹25,000 Lowest | 40,000 ₹40,000 |
| 1.00 | 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 upto 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 | 568.5 | Cub.m | 300 ₹1,70,550 | 151 ₹85,843.5 Lowest | 200 ₹1,13,700 | 300 ₹1,70,550 |
| 1.00 | Excavation work 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 soils as directed, within a lead of 50 m. - Ordinary rock | 454.8 | Cub.m | 700 ₹3,18,360 | 276 ₹1,25,524.8 Lowest | 350 ₹1,59,180 | 600 ₹2,72,880 |
| 1.00 | Excavation work 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 soils as directed, within a lead of 50 m. Hard rock (blasting prohibited) | 113.7 | Cub.m | 1,500 ₹1,70,550 | 663 ₹75,383.1 Lowest | 900 ₹1,02,330 | 1,000 ₹1,13,700 |
| 1.00 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials-All kinds of soil | 168 | Cub.m | 100 ₹16,800 | 55 ₹9,240 Lowest | 70 ₹11,760 | 100 ₹16,800 |
| 1.01 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.-Ordinary or hard rock | 168 | Cub.m | 200 ₹33,600 | 100 ₹16,800 Lowest | 130 ₹21,840 | 200 ₹33,600 |
| 1.01 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): Depth not exceeding 1.5 m | 700 | Sq.m | 100 ₹70,000 | 70 ₹49,000 Lowest | 85 ₹59,500 | 100 ₹70,000 |
| 1.01 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 1.5m but not exceeding 3m | 700 | Sq.m | 150 ₹1,05,000 | 63 ₹44,100 Lowest | 95 ₹66,500 | 100 ₹70,000 |
| 1.01 | Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and
erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete | 250 | Hrs | 400 ₹1,00,000 | 192 ₹48,000 Lowest | 260 ₹65,000 | 400 ₹1,00,000 |
Tender Value
₹4.9 Cr
EMD Value
₹1 L
Closing Date
29 Jun 2026, 3:00 pmClosed
Deputy Chief Engineer Transmission Circle Palak
Deputy Chief Engineer Transmission Cirlce Kanjikode Palakkad
Construction of 8.5km 33kV Single Circuit line from 110kV Substation, Chittur to 33kV Substation Site Thathamangalam including supply, installation testing and commissioning of 33kV XLPE CCSX 159 sqmm AAAC covered conductor.
2026_KSEB_855689_1
DYCE/TCP/TD-CTR/01/2026-27 Dated 15.06.2026
Open Tender
Electrical Works
Item Rate
Vilayodi Chittur to Thathamanglam
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,850
₹1 L
Transmission Cirlce Kanjikode Palakkad
5 Sept 2026
15 Jun 2026
2 Jul 2026
15 Jun 2026
29 Jun 2026
15 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Labour | |||||
| 0.999 | Constructing Transformer plinth of size 1.5x1.5x1.5m
on 1.8x1.8x0.75 m basement inclusive of cost of all materials. [Excavation 1.8x1.8x0.75m, Random Rubble in CM(1:6) 1.8x1.8x0.75m + 1.5x1.5x1.5m, concrete (1:2:4, 20mm) 1.5x1.5x0.10 m, plaster CM (1:3) 12mm, 1.5x1.5m, Pointing CM (1:3) 1.5x1.5mx 4 sides] | - | Nos | 44,051.93 | - |
| 0.000 | 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 upto 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 | - | Cub.m | 359.74 | - |
| 0.999 | Excavation work 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 soils as directed, within a lead of 50 m. - Ordinary rock | - | Cub.m | 656.47 | - |
| 0.000 | Excavation work 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 soils as directed, within a lead of 50 m. Hard rock (blasting prohibited) | - | Cub.m | 1,578.29 | - |
| 0.999 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials-All kinds of soil | - | Cub.m | 131.02 | - |
| 0.000 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.-Ordinary or hard rock | - | Cub.m | 234.99 | - |
| 0.999 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): Depth not exceeding 1.5 m | - | Sq.m | 149.38 | - |
| 0.000 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 1.5m but not exceeding 3m | - | Sq.m | 168.27 | - |
| 0.999 | Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and
erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete | - | Hrs | 455.83 | - |
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