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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | L1 | Accepted-Finance L1, lowest bidder | |
| 2 | L2₹1.6 Cr+₹8.2 L (5.54%)Accepted-Finance | L2 | Accepted-Finance L2, second lowest bidder | |
| 3 | L3₹1.6 Cr+₹12.4 L (8.33%)Rejected-Finance PARAKKAL HOUSE CHERUVADI POST MAVOOR VIA CALICUT 673661 OFFICE ROOM NO F30 EMS STADIUM COMPLEX PAVAMANI ROAD PUTHIYARA POST CALICUT 673004 | CALICUT | KOZHIKODE | KERALA | 673661 | L3 | Rejected-Finance L3, third lowest bidder |
| Sl No | Description | Qty | Unit | Bethlahem Constructions L1 | A K Ratheesh L2 | HRL ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts (cost index(c) : 1.3268 included in Rate) | 465 | sq.m | 800 ₹3,72,000 Lowest | 800 ₹3,72,000 Lowest | 850 ₹3,95,250 |
| 2.00 | 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) (cost index(c) : 1.3268 included in Rate) | 278 | cub.m | 400 ₹1,11,200 Lowest | 800 ₹2,22,400 | 1,445 ₹4,01,710 |
| 3.00 | 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 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 (cost index(c) : 1.3268 included in Rate) | 164 | cub.m | 300 ₹49,200 Lowest | 400 ₹65,600 | 330 ₹54,120 |
| 4.00 | 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 (cost index(c) : 1.3268 included in Rate) | 75 | cub.m | 1,000 ₹75,000 | 750 ₹56,250 | 600 ₹45,000 Lowest |
| 5.00 | 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 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 and Extra for every additional lift 1.5 m to 3mor part there of in excavation / banking excavated or stacked materials.All kinds of soil (cost index(c) : 1.3268 included in Rate) | 35 | cub.m | 350 ₹12,250 Lowest | 500 ₹17,500 | 450 ₹15,750 |
| 6.00 | 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) and Extra for every additional lift 3m to 4.5 or part there of in excavation / banking excavated or stacked materials. Ordinary or hard rock (cost index(c) : 1.3268 included in Rate) | 76 | cub.m | 500 ₹38,000 Lowest | 900 ₹68,400 | 1,875 ₹1,42,500 |
| 7.00 | 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) Extra for every additional lift 4.5 to 6 or part there of in excavation / banking excavated or stacked materials. Ordinary or hard rock (cost index(c) : 1.3268 included in Rate) | 25 | cub.m | 600 ₹15,000 Lowest | 1,000 ₹25,000 | 2,050 ₹51,250 |
| 8.00 | 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) (cost index(c) : 1.3268 included in Rate) | 24 | cub.m | 5,600 ₹1,34,400 Lowest | 6,500 ₹1,56,000 | 9,900 ₹2,37,600 |
| 9.00 | 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) (cost index(c) : 1.3268 included in Rate) | 60 | cub.m | 8,300 ₹4,98,000 | 7,250 ₹4,35,000 Lowest | 7,750 ₹4,65,000 |
| 10.00 | Supplying and stacking,6mm metal for measurement including all cost of material and labour charges | 60 | cub.m | 2,900 ₹1,74,000 | 2,800 ₹1,68,000 | 2,600 ₹1,56,000 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
8 Sept 2026, 3:00 pmClosed
Executive Engineer
Transmission Division 220 kV Substation Campus, Nallalam Kozhikode
Earthwork excavation Filling with deptl earth RR masonry Laterite masonry PCC RCC Centering and shuttering Steel reinforcement Structural steel work Plastering sanitary works flooring works painting Aluminium fabrication works
2026_KSEB_865883_1
TDN 01/2026-27/14-08-2026
Open Tender
Civil Works - Buildings
Item Rate
240 days
Pantheerankavu Kozhikodenkunnu
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,900
₹50,000
6 Oct 2026
18 Aug 2026
10 Sept 2026
19 Aug 2026
8 Sept 2026
19 Aug 2026
19 Aug 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts (cost index(c) : 1.3268 included in Rate) | 465 | sq.m | - | - |
| 2 | 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) (cost index(c) : 1.3268 included in Rate) | 278 | cub.m | - | - |
| 3 | 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 (cost index(c) : 1.3268 included in Rate) | 164 | cub.m | - | - |
| 4 | 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 (cost index(c) : 1.3268 included in Rate) | 75 | cub.m | - | - |
| 5 | 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 and Extra for every additional lift 1.5 m to 3mor part there of in excavation / banking excavated or stacked materials.All kinds of soil (cost index(c) : 1.3268 included in Rate) | 35 | cub.m | - | - |
| 6 | 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) and Extra for every additional lift 3m to 4.5 or part there of in excavation / banking excavated or stacked materials. Ordinary or hard rock (cost index(c) : 1.3268 included in Rate) | 76 | cub.m | - | - |
| 7 | 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) Extra for every additional lift 4.5 to 6 or part there of in excavation / banking excavated or stacked materials. Ordinary or hard rock (cost index(c) : 1.3268 included in Rate) | 25 | cub.m | - | - |
| 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) (cost index(c) : 1.3268 included in Rate) | 24 | cub.m | - | - |
| 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) (cost index(c) : 1.3268 included in Rate) | 60 | cub.m | - | - |
| 10 | Supplying and stacking,6mm metal for measurement including all cost of material and labour charges | 60 | cub.m | - | - |
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