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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.1 LAccepted-AOC 4 63 RAJESH BHAVAN CHANNACKAMON KARAVOOR PO KOLLAM | KOLLAM | KOLLAM | KERALA | ₹39.1 L | L1 | Accepted-AOC lowest |
| 2 | L2₹39.4 L+₹31,539.44 (0.81%)Rejected-AOC PALAKKAD KANJIKODE | PALAKKAD | KERALA | 672122 | ₹39.4 L+₹31,539.44 (0.81%) | L2 | Rejected-AOC highest |
| 3 | L3₹40.3 L+₹1.2 L (3.09%)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 | ₹40.3 L+₹1.2 L (3.09%) | L3 | Rejected-Finance third lowest |
| 4 | L4₹42.0 L+₹2.9 L (7.46%)Rejected-Finance | ₹42.0 L+₹2.9 L (7.46%) | L4 | Rejected-Finance highest |
Tender Value
₹47.1 L
EMD Value
₹50,000
Closing Date
8 Jun 2026, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Transmission Division, Palakkad
Construction of yard structure and equipment foundations in the proposed site for the new unmanned 110/22kV AI substation at Wind Farm area in NIDA Kanjikode
2026_KSEB_853201_1
RE-EE/TDP/06/25-26/26.05.2026
Open Tender
Civil Works - Others
Percentage
90 days
Kanjikode
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
₹50,000
10 Sept 2026
28 May 2026
10 Jun 2026
28 May 2026
8 Jun 2026
30 May 2026
29 May 2026 - 4 Jun 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 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 | 410 | m3 | 257.63 | ₹1,05,628.3 |
| 2 | 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 | 85 | m3 | 359.72 | ₹30,576.2 |
| 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. All kinds of soil.Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Up to 3m | 320 | m3 | 388.64 | ₹1,24,364.8 |
| 4 | 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 from 1.5 m to 3.0 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.Up to 3m | 53 | m3 | 490.74 | ₹26,009.22 |
| 5 | 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.Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Up to 4.5m | 38 | m3 | 519.66 | ₹19,747.08 |
| 6 | 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 from 1.5 m to 3.0 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.Up to 4.5m | 12 | m3 | 621.76 | ₹7,461.12 |
| 7 | 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. Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. Ordinary or hard rock | 14 | m3 | 987.85 | ₹13,829.9 |
| 8 | 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. Hard rock (blasting prohibited) | 7 | m3 | 1,955.09 | ₹13,685.63 |
| 9 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m | 50 | m2 | 63.72 | ₹3,186 |
| 10 | Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 50 | hr | 345.54 | ₹17,277 |
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